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106039 GERRARD - CONTRACT - BID - 26727 55979 ZIEGLER AND KECHTER ROAD ROUNDABOUT
ADDENDUM No. 1 5979 Ziegler and Kechter Road Roundabout SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5979 Ziegler and Kechter Road Roundabout OPENING DATE: May 16, 2006 (Our Clock) 3:00 P.M. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: I. In the General Conditions under Section 00800 SC-12.3, it reads: "Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule 10 days lost due to abnormal weather conditions." This section must be changed to read: Contractor will include in the project schedule 5 days lost due to abnormal weather conditions and 5 days lost to unforeseen circumstances. II. In the Technical Specifications, page 7 under Revision of Section 203 - Excavation and Embankment, the following explanation must be added: Topsoil Placement in Planting Area @ Center Median of the Roundabout — This item includes the placement of on -site stockpiled material from the topsoil stripping stage of construction to place in the planting area. All cost of equipment, labor to transport and reach final grade elevations as shown on the plans must be included in the cost of this item. NOTE. The tree planting areas will be filled with 60140 topsoil (dimensions = 6-foot diameter, 4-feet deep) listed under line item 2000-07 on the bid schedule. 215 North Mason Street • 2"" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.rceov.con CONTRACTOR NOTICE TO RECEIVE ADDENDUMS CONTRACTORS MUST: (1) REGISTER WITH THE CITY OF FORT COLLINS AND (2) ACKNOWLEDGE BID RECEIPT +++++++++++++++++++++++++++++++++++++++++++++++++++++ TO REGISTER: GO TO: hops:Hsecure2.fcgov.com/bso/login.osp CLICK: Register COMPLETE: All *required fields . ., COMMODITY CODE ENTER: --- Class 909 Item 22 TO ACKNOWLEDGE BID RECEIPT: LOG IN: hftps://secure2.fcqov.com/bso/login.isp se.oW ac+ysy NCdeapiiss" TZ lnl� 1Ymm o�awnm mmmu +smm � as.+,oso W _b¢ x a Cml ansamrv4 M.wrsnad mnmms W..' OPo,1M01 t)'mm Buyspee& Mt em YY�Y� SELECT: The bid you want to download from the bid # list. CLICK: YES to acknowledge Bid Receipt. This will add your company to the plan holders list to automatically receive electronic notifications of addendums. Call the Purchasing Division at (970) 221-6775 for further assistance. 3.3.3.2 the provisions of any such Laws or Regulations applicable to the performance of the Work, (unless such an interpretation of the provisiorhs of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, axle or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or b"NGINI3ER or any of their subcontractors, consultants, ngents or employees from those set forth in the Contmet Documents, nor stall A be effective to assign to OWNER. ENGINEER or any of ENGTNEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provision of paragraph 9,13 or any other provision o! Ate Contract Documents_ 3.4. Whenever in the Contact Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or teams of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable". "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as Mown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any deity or authority to supervise or direct the furnishing or performance of the Work or any duly or authority to urviatake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents Amenr&ng and Skpptemeurfng C'outraer Documents 3.5. The Contract Documents may be amended to provide for additions, deletion and revisions in the Work or to modify the terms and condition thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Omer (pursuant to paragraph 10.4), or EXDCOENERALCOMM710NS 1910-8 t1990EMmi wl ©TY OF FORT COLLIM M0DIFTCATIONS ¢t -V 42Mn 3 5.3. a Work Clarige Directive (pursuant to paragniph 10.1)_ 3.6. In addition the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may he nuthorimd, in cote or more of the following ways. 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2 ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6,26 and 6.27), or 3.6.3. INGINEEks; written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documeurr: IT CONTRACTOR. and any Subcontractor or Supplier or other person or organization preforming or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or rnvraershi rights in arty of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of FNGINbRR or ENGTITEER's Constiltant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extension of the Project or any other project without written consent of OWNER and M1GINEER and specific ivritwn verification n or adaptation by ENGINEER_ ARTICLE 4 -AVAi ARMITY OF LANDS; SUNSURFACE .AND PHYSICAL CONDITIONS; REFFRF.NCF: POINTS Asizi(abitih, of Lamb: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed rights -of -way and casements for access thereto, and uch other lands which are designated for the use of CONE&1CTOR4 regttesh statpttent-of raoerd-telltion of the Iival& -upon- which- Alta"- Work OLVP3ERs interest-theteirras necessary-forgiving-netiee ol-er--hlinB-�aae's- OWNER shall identify any encumbrance or restriction not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Worn. Easements for permanent structures or permanent changes in existing facilities wiI] be obtained and paid for by OWNER, unless otherwise provided in the Cordract Documents. If CY.)NTRACI'OR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these mock rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. CONTRA TOR shall provide for all additional latats and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 41 Subsurface and PhysieNCont6tions: 4 'AReports and Drawings: Reference is made to the Supplementary Conditions for identification of: 4 2.1.1 Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents: and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. limited Reliance by COMRACMR Authorized,- Tecluncal Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such repots and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions, Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.11. the completeness of such repots and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.1 other data, interpretations, opinions and information contained in such repots or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation a[ or conclusion drawn from any "technical data" tr any such data, interprelnuans, opinions at information. 4.23. Notice of Differing Subsurface or Physical Comhaosts: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.23.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially iraecuraK or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EXI)COEMAL CONIN'110M 191" 099a EMon) wt CRY OF FORT COLLINS MODIFICATIONS (RLV 42(xq) indicated in the Contract Documents, or 4_2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents: them CONTRACTOR shall, liFemptly immediately alter becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as Permitted by paragraph623), notify OWNER and ENGINEER in writing about such coalition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until rcccipt of written order to do so. 4.2.4. ENUMEER's Review: LNGINEIR will promptly review the pertinent conditions, determine the necessny of OWNER's obtaining additional egtloration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of HNGINEER's findings and conclusions 4.2.5. Possible Contract Do uments Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Order will he issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times .44usbnents: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's out of, or time required for performance of, the Work-. subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment, 4.2.6.3, with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 42.6.4.1.CONTRACTOR knew, of the existence of such conditions at the time CONTRACTOR made a final commitmcsn to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6 4.1 the existence of such condition could reasonably have been discovered or revealed Rs a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment, or 42.64.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and hNGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 43. Phi•sicaiContiFions—GndergroundFacilities., 4.3.1. Shown or Indcated. The information and data shown or indicated in the Contract Documents with respect to eustirtg Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others, Unless it is otherwise eyxessly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data, and 4.3,1 2, The cast of all of the following will be included in the Contract price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data. (ii) locating all Ihaierground Facilities shown or indicated in the Contract DocumerWiu) 0001dMittion of the Work with the owners of such UndeWound Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Not Shown or Irsliealed.• If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documarts, CONTRACTOR shall, prere> 5 immediately after becoming aware thereof snit bet re further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph6.2A identify the owner of such Underground Facility and ER )C OEMMa CONIXTION9191" (1990 E(lition) cot QTY OF FORT VOLLIM MOMMATION5 MEV V20aa) give written notice to that owner and to OWN- ER ante. ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the tnderground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 19 to reflect and document such consequences. During such time., CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as Provided in paragraph 6.20 CONTRACTOR shall may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or ConamctTimes, CONTRACTOR may make a claim therefor as provided in Articles t 1 and 12. Hcnvever. OWNER, ENGINEER and ENGiNFE.R's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or s vumed by CONTRACTOR on or in connection with any other project or anticipated project. Reference Pointy: 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lest or destroyed or requires relocation because of nwcswy changes in moles or locations, and shall be responsible for the accurate replacement or relmucin of such reference points by professionally qualified personnel. 4.5. Asbestos, TM, Pevc4m n, Ftawdats Waste or Rarfioadhv Mahood. 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hararcbus Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications at identified in the Contract Documents to be within the scope of the Work anti which may present a substantial danger to persons or a�exposai thereto in connection with the Work site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suupppphicrs or anyone else for whom CONTRACTOR is responsible. 4-5-2. CONTRACTOR shall immediately. (i)stop-all l�crk in -eon 6ond4ion and as aru�Y� i} sci:y Fr I'% � atr�ergenev g.23k—end —Hui 43)d.'N)sR wxl-P End 1herea14er--s0nfM suchnoticein-writmg L1"ER MAll prc�mptty vomult with-I�k*iGINEER concerning die necessity frar OWNER to retain -a qualified expert to evaluate -such his us talc+ eurrestivN-aetierf -i 't ' CONTRACTOR-9611 not be required to-resume-Wfrk nlotM F in emu Until HfWF (AVNIFIRilets 1F4ined any, r - tied-perraft related- thereto and-deiivered-to that -catch sartdaian end-any-at%sted area -is or-ling4wri fit)speedfyinganyspaeiufconditions,u der-whish_sueh W94 MR- he Fefflaffied net CON � te-�ttitkmeiai- try Times �4k i rOR tlmec-patty-way -rtiakaa- elewherei'ar-ag-provided m Artieles � #-and l 2- 44-3---If efteF[-ilYltteFl-na�ee CONTRACT,011-4oes.not agree-to,resume, . such work from agree eskmattitlaxnerlbtoor4lmeeamoun6eFaadentd'an either pony a my-tne4e a claim As prcavided in portion -of -the--Work--pertormed-by-b1WNE 's--own foxixsgr tathera in-ascerdmnce-witlrArtick T Regulau r,N-- QWNSR -- indenxufy-and -held iiermless-----JC4@NT -0R; v-- &ibcoureraRs officers;- direstorac employees, agents --otter aamt+kenta-steal-�s-of eatmla-end-�nnv-sf or -revealed etttte-site- EXDCOENERAL COtMITIOM 1910-8 (1990Mum) wJ CITY OF FORT COLLINS MODIFICATIONS ¢t -V 4,7000) 1RT[CLE S -BONDS AND 11S[Lft' E Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and payment Bands, each in an amount at least equal to the Contract Price as secunh• for the faithful performance and payment of all CONTRRACI'OR's obligations under the Contract Documents. These Btmds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise b Laws or Regulations or by the Contract Documents. CONTRACTOR shall also famish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Dmuments except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies. as published in Circular 570 (amended) by the Audit Statb Bureau of Govermnett Financial Operations, U& Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its rig)it to do business is terminated in any state where any part of the Rc ject is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which most he acceptable to OWNER. 5.3. Licensed Sureties and Insurers; Cernfieates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authoriazit in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such amity and insurance cumpatues stall also meet such additional requirements and qualifications as may be provided in the Supplementary Condition 53.2. CONTRACTOR shall deliver to OWNER with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and odier evidence of irisiiranoc requested by OWNER or arty other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER -shall CONTR-ICTOR'sLiahiliry Insurance: 5.4. CONTRACTOR stall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and turnished and as will provide protection from claims set forth below which may artse out of or result from C0NTRAC"9'OR's performance and furnishing of the Work and CO'N'TRACTOR's other obligations under the Contract Documents, whether it is to be performed or fumished by CONTRACTOR any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Wok, or by anyone for whose acts any of then may be liable: 5.4.1. claims under wokcn' compensation disability benefits and other similar employee benefit acts; 5.4 2 claims for damages because of bodily injury, oceupeficgnal sickness or disease, or death of MNTRACI'OR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees, 5:44.--elmms-for._damages- _insured- -by ..customary pees�el itzjsayl biktY idly -(elated to-UteI- PeF by 5.4.5. claims for damages, other than to the Work itself because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5A to be purchased and maintained shall 5.4.7, with respect to insurance required by puragraphs 5.4.3 through 5.4.6 iriclusive and Sur 4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's Consti is and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific Coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws is Regulations, whichever is greater; 5.4.9. include completed operations nnsurnnce; exuCasrEcat.CONn ITIOM191(1-saysos on) wrmTv OF FORT eotr.tM MODIFtCAnot4S (REV 4rz000) SA_16_ include contractual liability insurance covering COINTTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5A 11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing tk ective Work in accordance with paragraph 13.1 Z and 5.4,13, with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additiornal insured of continuation of such insurance at final payment and one year thereafter). 01PA ;R'sLiabifitvprance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph SA, OWNER, at OWNER's option, may purchase and maintain at ON%NER's "pew OWNEWs own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance: 54, - , Mnkswotheiw6apravided in Ct nditiegs 4 maintain of the -ZOO reglaceatard scat-t Suppkfflenfardadpadible-- he--poetised---ate•-die required --by Lewr-arid Repulatierrr�:-•T'itiss. ittsuaarise+rhall; 5:6:2:--bo s-Ralt--dl-nett ar Spin POM 6F "Now Ostia" ef llaw cam lima fen 41�ee�er . parery-but. ' �-•f'alsewo+elr 0 legal , —emended vbverager. theta: - vandatisat.-and -.malicious-mischief-• as May be ?63-.-ineltttic-etpz>vsev .-ir�eu�red-in -the ..1epair_or reP!ecenx+nt of anY +r ttTed Pret�arty 4tnstuding but not hmiled. to reem And An..! erdtiteets); w. et enathav-1a�tion ghat was agreed te-in w�ittg-by eipmeM-hevrkaert by ENi4 17. t and . •.. °ti��ill�7riY,Til. �w��%�''�i ��)�llif. 5.3---- Oi NFR-shall parelat9e-and -Maintain -%teh beikr and +anal-property-intranee as-may-ba-t wed Up i SupplemaNery.QoR( tiers o - w&-wwhxl&Ah-n+tet"ft 0 4-hallWeRsafied in It 't ;—a sash be�edMR.-Fell OF QIIIAWIMAi�;; 5.9. OWNER shall not he rebpernstble for ptachasing and maintaining any property insurance to protect the interests of CONTRACTOR Subcomactom or others is IU EJCDC OENEXAI, CONDITIONS 19108(1990 Edition wt fLM OF FORT OOLLINS MODIFICATIONS OLEV A,2000) cetmnen wmem oftlte Weak at the site; OWNER "It in -1 A.-OWNER,andCONTIfr1ETQRintendthatall policies pweha ad in acctxdartee-with patagraplu-i:G and-S� ivi4l pronoun-C31YA;ED C-•AP�TOR; Subcontmmws. l NGINRRR. 6NGINSER's irewsds.or- addxiomt irrarreds-itt-sudt-policies and will pry dattteges.saused-hy the perils aw ered-thereh9 - All in -the -.event-_. Payment -of-any--lass-w-AuffilSe-the Consulu msand fill -other persons ar erdit-islentiEied in tl>G sapple ed1101 to be h9wd as tosses -and- the akcwa waivem making shall [e rite praeeeA9. of fey" uw-w-arty pnlisy %- mated in additiop, opinst ----FaNTOR ------Subo oitieer*--diFaotota:-employees find--agents-of any- d' them -sar. of..,�a_.'aF,..osher--eottgagae,mie}--l�s.-e>Etendins beyond --direr+ p}y siml cress- �rt.s to arising autsfvr-resuitittg&�eta-E'ire aF•othergerd, whetltar-or- � attd Rev MY 05FX dam to" Feformil to in lh:s wRRegNantiaf -Elie-trtskiMS Rill-ltavo-no reouvery opossa any of CONTRAC=T-0I '-.Sttbuaturtwtarsc 144GRQ�RR: Consul, and the vllicers dire *xsu emplevees and of Finy of L4eros- Receipt andApplication of lnsurance Proceedr, 5.12. Ariy insured loss umber the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OAVNER and made payable to OWNER as fiduciary for the insureds, us their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account am- money so received, and shall distribute it in accordaance with such agreement as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Arnendmem. 5,13, OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writiN within fifteern days after the occurrence of loss to OWNE,R's exercise of this power. If such objection he made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parries in interest may reach. If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers anon# if r interest-'1)1 'RI2-as dos, l#a�N- ive herad- fctr, --ate Acceptance of liondr and Insurance; Option to Replace: 5.14. If OWr`FR has any objection to the coverage afforded by or aher provisions of the £3onds, or insurance required to be purchased and maintained by the 0Nta�--flart� CONTRACTOR in accordance with Article 5 on the base of nau:cattormonce with the Contract Docunents, the objecting -party shall sotteti£y -the otlrerperiY OWNFTt will nQ(6-C ?NMACT.QK in writing within ten 6&m days after raaaipt delivery of the certificates (ar-tther•evidenee rusted) I4_t?W,.1.4f required by paragraph 2.7, OWNER Find GONTR outer sirebraddaior!-iaatierF-irraspest•e€iristuance provided -.as the ether --- party .does nut purge -et maiMa$rsll of t}ie-Huntls-arid Partial U66mtion-41roperty Insurance: 5,15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial ErCDC OENtRAL CONDITIONS 191 a-8 (1990 Eldon) wlCITY OF FORT COLLINS MODIFICATIONS (Rh'V4rlaea) Completion of all the Work, such use or occupancy may be accomplished in accordance with pnmgmph 14.10, provided that no such use or occupancy shall commence fore the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such paniul use or occupancy. ARTICLE 6-CONTRACTOR'S Saperildata and Superintendence: 6.1, CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, tcchniquim sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of commotion which is shown or indicated in and egressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a coimpctent resident superintertdatt, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTORS representative at the site and shall have authority to ad on behalf of CONTRACTOR. All commurrcations to the superintendent shall be as binding as ifgivcn to CONTRACTOR Labor, ,Miatuiak and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Doctmtents. CONTRACTOR shall at all limes maintain good discipline and order at the site. Except as otherwise retryired ku the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents. all Work at the site shall be performed during regular working hairs and CONTRACTOR will not permit overtime work or the performance of Work on Saturday. Siaxlay or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. CONTRACTOR small submit {eZngt to the INGI t no less than 48 hours in advance of arty Work to >x performed on Saturday, Sunday. Holidays or outside the Rsgular Working Hours. 110 6.4. Unless otherwise specified in the General contains or is followed by words reading that no like, Requirements. CONTRACTOR shall furnish and assume equivalent or "or -equal" item or no substitution is full responsibility for all materials. equipment, labor. permitted, other items of material or equipment or transpmtatiwt, construction equipment and machinery, material or equipment of other Suppliers may be tools. appliances, fuel power. light, heat, telephonic. water, accepted by ENGINEER under the following sanitary facilities, tempoxan• theilities oral all other circumstances, facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work 0.7.1.1, 'Dr-Equaf'° If in ENGINMR's sole discretion an item of material or equipment 6.4.1. Purchasing, Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must go nt with the C'itvs_purchasirta restrictiri A equal to that named and sufficiently similar so that copy of the resolutions are available for review in the no change in related Work will be required, it may offices._ of _the _Purchnsin¢ and Risk Management be considered by ENGINEER as an "or W Division or the Citv Clerk's office. item, in which cast review and approval of the proposed item may, in ENGINEF,R's sole 6.4.2__Cement C_itv_of Fort Collins discretion he accomplished without compliance _Rcstrictinnw Resolution 91-121 requires that suDphers and yroduvers with some or all of the requirements for of cemem or- rrooducts_contaming cement to certify that acceptance ofproposed substitute items. the cement was not made in kilns that bum 6.7.1.2. Substihde Items: if in ENGMER's sole haanrdous waste as a fuel �l _cement discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 63. All materials and equipment shall be of good an "or -equal" item under subparagraph 6.7.1.1, it quality and new-, except as othetwise provided in the will be considered a proposed substitute item. Contract Documents. All warranties and guarantees CONTRACTOR shall submit sufficient specifically called for by the Specifications shall expressly information as provided below to allow run to the benefit of OW' T-R- If required by INCYMFR, F,NGfNFF.R to determine that the item of material CONTRACTOR shall furnish satisfacton• evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment All materials and The procedure for review by the ENGINEER will equipment shall be applied, installed, connected, erected, include the following as sup}llemented in the used, cleaned and conditioned in accordance with General Requirements and as �IGINEER may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances. provided in the Cotret Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by Progress—hedule ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment, CONTRACTOR shall fast make may be adjusted from time to time as provided below written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGINEER perform adequately the functions and achieve the for acceptance (to the e-Vent indicated in results called for by the gericral design, be similar paragraph 2.9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Comma Times (or same use as that specified The application will N hIestones). Such adjustments will conform generally state the extent, if arty, to which the evaluation to the progress schedule then in effect and additionally and acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACIOR's achievement of Requirements applicable thereto. Subslartial Completion on time, whether or not acceptance of the substitute for use in the Work 6.6.2. Proposed adjustments in the progress schedule will require a charge inany of the Contrail that will charge the Contract Times (or Mlesto es) Documents (or in the provisions of any other shall be submitted in accordant with the requirements direct contrail with OWNER for work on the of paragraph 12.1. Such adjustments may only be Project) to arhpt the design to the proposed made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12. of the substitute in connection with the Work is subject to paymost of any license fee or royalty. 6.7. Substitutesand "Or+Equal " Items: All variations of the proposed substitute from that specified will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specified or described in the Contract Documents by service will be indicated The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from intended to establish the type, furwticn and quality acceptance of such substitute, including costs of required. Unless the specification or description redesign and claims of other contractors affected F7CDC: GENERAL C0N4r110M 1910-8 (1990 E6tion) 12 col C11Y OF FORT ('LmLLI!\5 AfCM>IF(C'A1lONS (Rf,'V 4!21x1a.1 by the resulting change. all of which will be considered by ENGINEER in evaluating the prowsed substitute. ENGINEER may require CrequireRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. C01VTit4CT0R'Y Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONLRACTOR's expense. 6.7.2. Subsbbrte Crnebuction Mednrxis or Procedures- If a ss��ccific means, method, technique_ sequence or pracexhtre of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilim a substitute meant, method technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEEWs sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will he similar to that provided in subparagraph 6 T 12. 6.7.3, F,ngineer'.v EvahWion: ENGENMER will be - allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without IiNGiNEER's prior written acceptance which will he evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to funish at CONTRACTOR'. - expense a special performance guarantee or other surety with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGiNEERs Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pumiant to paragraphs 6.7.12 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR CONTRACTshall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 6.$ Concerning S0coWradora, Srppliers and Miers: 68.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organ ation (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or tither person or orpnization to furnish or perform any of the Work against whoa CONTRACTOR has reasonable objection. E)CDCO>ar RALCoND1110Js1v1os(1990Eslim) wt CITY Off ORMLUM MCDIFICATTONS (REV 4l2000) 6.9. COtv'TRz%cfOR shall perform not less than 20 percent of the l4'exk with Iits own forces _{t os, without subconuactintt )n . The -0 en' requiMen shall be understood to refer to the Wark the value of which totals not less than_20 Percent of the Contract trice. 6.8 2. It the 'Supplementary Conditiom Sim Documents require the identity of certain Subcontracturs. Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER in advance-of-the-apeaifted date prior to the Effective Date of the Agreement for acceptance by OWNER and H.NGINEER,—nnd--ii' ewexalancr--witfr--the &M3pkmrnlari-Clitiert�u OWNER's or ENGINEER's acceptance (either in writing or by failing to make written oblation thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of sn} shalt &ul>Eantrasuu, arSmti�zkiana su-+demil hv.wof-reasomble oltjeetaart after-dtre-+nvrti�ttien; tn--vvlaelr-ore-{Ail=lir'tCFE�i�-sl�nll—aabtnii--an hNl31Nhi1K. No acceptance oy UWN15R or iWylNEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or HNGiNFER to reject defective Work 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all ads and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or miltred contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOWs own acts and emissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subceatractor, Supplier or other person or organization, nor slmll it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or fah " N" ey furnish to any subcortrador, supplier or other person or tion evidence of amounts *d g CONTRACTOR in accmdartce with CONTRACTOR'S "Applications for Paymere. 13 6.9.2- CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and outer persons and ongamrations performing or furnishing any of the Work under a direct or indirect contract with ('ONTRACI'OR. C:ON'TRACroR shall require all Subconractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specifications and the idenpfientions of an}} Drawings shall not control CONTRACTOR indwiding the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an a pprr to agreement between CONTRACTOR and the Subcotiuuctor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the beriefit of OWNER and 6NOINFER. v suer eaneetment additienai-in cured on the-geeBetty-insuanee previded-in CO TRAC-fOR .anal" tine Subeanexetor-tun- Supplier -will Patent Fees and 1kralties• 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights hell by others, if a particular invention, design, process, product or device is specified in the Contract Documents for use in the perfomtance of the Wort: and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or oopytights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents, To the fullest extern permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold h umless OWNER ENGINEER, ENGINEER's GansuUatits and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, casts, losses and damages arising out of or resulting from any inhingemett of patent rights or copyrights incident to the use in the performance lork or resulting from the incorporation in the Work of any invention, design, product or device not specified in the Contract EKVC GENERAL CONDITIONS 1910-8 (1990 Edtim) 14 w/UTY OF FORT COLLINS MODIFICATIONS(iEy4aOOO) Permits: 6.13. Unless otherwise provided in the Supplementan Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR. when necessam% in obtaining such permits and licenses CONTRACTOR shall pay all governmental charges and inspection fees necessary Rir the prosecution of the Work, which are applicable at the time of opening of 13ids or. if there are no )aids. on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Wcwk, and OWNER shall pay, all charges ot'sueh utility owners for capital costs related thereto such as plant investment fees 6.14. Laws andRegalarions. 6.14.1. CONTRACTOR shall give all notices and comply with all laws and Regulatiois applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6_14.2. If CONTRACTOR peribrms any Work klncm, ng or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, cosstr, lasses and damages caused by, arising out of or resulting therefrom: however, it shalt not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.32. Tares: 6.15, CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulatioris of the place of the project which are applicable during the performance of the Work 6.15.1. OWNER is exempt from Colorado State and local saes and use taxes on matenais tomb e�aungLttlx incorporated into the pRrcmg Saidtaxes shall not be included m' the Contract Ptice. Address: Colorado Department of Revenue State Caplud Anrte t SPECIFICATIONS AND CONTRACT DOCUMENTS FOR ZIEGLER ROAD AND KECHTER ROAD ROUNDABOUT PROJECT BID NO. 5979 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS May 16, 2006 - 3:00 P.M. (OUR CLOCK) 1375 Sherman Street Denver, C'oloradlo,.80261 Sales and Use Taxes_ for _ the State of Colorado Regional Tram ti_o_n Dodd ,.(RTpZ and certain Colorado counties are collected by the State of Colorado and are included in the Certification of 'MI applicable Sales a Use 'Taxis (including State collected taxes, on any items other than construction and building materials 3p Avallyucorporated antg the project are to_he paid_ by CONTRACTOR and are to be mcluiied in aptxdpxrge bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the q�cmtiom of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areal permitted by laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility tin any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting frail the performance of the tk'ork. Should any claim be made b}' any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly scale with such other party by negotiation or otherwise resolve the claim by arbitration or other d'ttte resolution proceeding or at Law. CONTRACTOR shall, to the fullest extent permitted by haws and Regulations, indemrdfy and hold harmless OWNER, ENGINEER. ENGINEERS Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OW NEIt, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTORS performance of the Work 6.17. During the progress of the Work, CONTRACTOR road] keep the premises free from accumulations of waste materials. rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris Gan and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Wok. CONTRACTOR shall restore to original corn5ticn all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not lead not permit any part of any structure to be loaded in any manner that will endanger the structure, nix shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: E)MCGENEiRALCOM110M 1910.3 (1990Sdtim) w (7TY Or FORT CX)L.LINS MODIFnd'ATIONS tREy 4R000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings. Specifications, Addenda, Written Pimendnicrits, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to pamgraph9A) in good order and annotated to show nil changes made during construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon ahmpleuon of the Work, and prior. to release of final..navment, these record documents, Samples and Shop Drawings will be delivered to ENGIN HER for OWN HR Safety and Awreedon: 620. CONTRACTOR shall be responsible fur initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of and shall provide the necessary protection to prevent damage, injury or lass to: 6.20.1 all persons on the Work site or who may he affected by the Work: 6-20.2_ all the Work and materials and equipment to he incorporated therein, whether in storage on or off the site, and 6.20.3. outer property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structtues, utilities and Underground Facilities not designated for removal. relocation or replacement in the course of construction CONTRACTOR shall comply with all applicable Iaws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injti y or loss, and shall erect and maintain all necessary safeguards for such safety mid protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect totem, and shall cooperate with them in the protection, removal, relocation and replacemerd of their property. All daafaagg�e, r402ury or loss to any property referred to in paragrvo%6...or 6.20.3 caused, directly or indirectly, in whale or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or olgmrization directly or atxfuectly employed by any of them to perform or furnish arty of the Work or anyone for whose ads any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or emissions of OWNER or ENGINEER or ENGIlVEEWs Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or an part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organtimon directly or indirectly empployed by any of them). CONTRACTOR's dirties ashdrespombilhaes for the safety and protection of the Work "if continue unit such time as all the Work is completed and ANO NEER has issued a 15 notice to OWNER and CONTRACTOR in accordance with paragraph 14 13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. S2jer3, Represenmtrre: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibihues shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs Hazard Communication Programs. 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material surety data sheets ur other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with laws ce Regulations. FSnergencies: 6.2.3. in emcrgencies atTecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. if ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Charge Order will be issued to document the consequences of such action 6.24, Shop Drawings andSampler 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2 9). All submittals Will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to snow ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to matrrial, Supplier, pertinent data such as catalog numbers and the use £or which intended and ox}rrwise as ENGINEERt may require to enable ENGINEER to review the submittal for the limited E"C-GENERAL CONDIIION81910.8 (1990 Edition) 16 w! 0TY OF FORT IXN.LINN MOD117CATIONS tt(EV 4,2000) purposes required by paragraph 6?6. The numbers of each Sample to be submitted will be as specified) in the Specifications. 6.25. Submittal Procedures: 6.2S.1. Bef re submitting each Shop Drawing or Sample, CONTRACTOR shall have detennined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materinls, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipppping, hawlliN. storage, assembly and itastalkition pertaining to the performance of the Work and 6,25-1.3_ all information relative to CONI'RACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6,25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate &+ant the submittal; and, in addition, shall muse a spe6fic notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review aril approval of each such variation. 6.26. ENGINEER will review and approve Shop Drawings and Samples inaccordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGINEERs review aid approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the d sign concept of the completed Project as a functionr whole as indicated by the Contract Documents. ENGINEER's review and approval win not extend to mains, methods, techniques, sequeatces or pro codures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assemhh. in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval, CONTRACTOR shall direct specific attention in ATitirg to revisions other than the corrections called for by INGINEER on previous submittals- 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1 6.28. Where a Shop Drawing or Sample is required by the Contact Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent strlvnittat will be at the sole expense and responsibility of CONTRACTOR. Continuingthe Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Wort: shall be delayed or postponed pending resolution of any disputes or disegreemem% except as permitted by paragraph 153 or as OWNER and CONTRACTOR may otherwise agree in writing. 630, CONTPOCTOR's General Warranty and Gpatamec: 6,30.1. CONTRACTOR warrants and guarantees to OWNED?- ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage causal by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other dun CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and teat under normal usage- 6.30.2. CONTRACTOWs obligation to perform and complete the Work in aeca*me with the Contract Documents sharp be absolute. None of the following will constitute an acceptance of Work that is not in EXI)C OEM RAt COM110M 1910-8 (1990 E&w) w! CHY OF FORT CntUM MWIFICATIONS (REV 4/2000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to reform the Wcxk in accordance with the Contract D ocumtnts: 6.30.2.1. observations by ENGINEER: 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6.30.2.3. the issuance of a oertificate of Substantial Completion or any payment by OWNER to CONTRACTOR wider the Contract Documents: 630.2.4. use or occupancy of the Work or any part thereof by OWNER, &30.2,5. any acceptance by OWNER or any failure to do so. 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.302 7 any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER Indemnification: 6.31. To the fullest extent permitted by Laws and Regulations. CONTRACTOR shall indemnify' and hold iatmltss OWNER, ENGINEER, ENGINEERS Consultants and the offiicem directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the 111ork, provided that any such claim, cross, loss or damage: (i) is attributable to bodily injury, sickness, disease cc death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose sets any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective crosultanis, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR arty Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or lot CONTRACTOR or my such Subcontractor, Supplier or other person or organization under workers' compensation acts. disability benefit ads or other employee benefit acts. 6.33. The indemnification obfnga[icns of CONTRACTOR tinter paragraph 631 shall not extend to the liability of ENGINEER and ENGINEER's Corsuitants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of than. Survival ojObligarions.- 6.34. All representations, indemnifications, warranties and guarantees made in required by cc given in accordance with the Contract Documents, as well as all onntinuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Sire. T1. OWNER may perform other wok related to the Project at the site by OWNERS own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the faa that such other work is to be Ni-formed was not noted in the Contract Documents, then: () written notice thereof will be given to CONTRACTOR prior to starting any such other work mad (a) CONTRACTOR may make a claim therefor as provided in Articles 1) and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the rues are unable to agree as to the amount or extent thereof T2. CONTRACTOR shall afford each other contractor who is a party to such a direct ocratact and each utility owner (and OWNER, if OWNER is performing the additional work with OWNERSs employees) proper and safe access to the site and a reasonable ity fax' the introduction and storage of materials an equipment and the execution of such other work and shall ly ownect and coordinate the Work with theirs = otherwise provided in the Contract Documents. CONTRACTOR shall do all cutting, fitting and patching of the Wait that may be required to make its several parts cane together properly and integrate with such other wok. CONTRACTOR "ll not endanger any wok of otters by cutting, excavating or otherwise altering their work and will only cut or alter their wait with the written consent of ENGINEER and the otters whose work will be affected. The duties and responstbilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extem that there are comparable VCD OENERALCONDI7 OM 191"(MoEdon) 18 WC7TY OF FORTCYtLUM MODIFICATIONS OUN 412eao) provisions for the benefit of CONTRACTOR in said direct contracts beiween Ot4'NGR and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONrRA(7rOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with COIF?RACTORs Work except for latent or nonanpparent defects and deficiencies in such other wort: CooraFnatioa: 7A If OWNER contracts with others for the pa( rmancc of otter work on the Project at the site, the fallowing will be set forth in Supplementary Conditions: 7.4.1the person, fimm or corporation who will have authority and responsibility for coordination of the activities among the various, prime contractors will be identified, 7.4.2. the specific matters to he covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities wil I be provided. Unlem otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE 8--OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Coditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer agairA whom-RA�TD)t-tmaires-no-ressenabk e�bjeetieek whose status under the Contract Documents shall be that of the former ENGINEER. 8.3, OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14A and 14.13. 8.4. OWNERs duties in respect of providing lands and easements and providing atginecrang surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragreph4.2 refers to OWNERS identifying and making available to CONTRACTOR copies of rgmtts of explorations and tests of substa face conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contraoy Docutnents 94 0 rr�rertee are-e et forth In paragraphs i 5 through 5,,14) 8.6. OgrNER is obligated to execute Change Orders as indicated in pamgrdph 10.4. 8.7. OWNT:R's responsibility in respect of certain inspectiuns, tests and approvals is set forth in paragraph 13 4 8.8 in connection with OW'NER's right to stop Work or suspend Work, scc paragraphs 13.10 and 15.1. Paragraph 15.2 duals with OWNER'% right to terminate services of CONTRACTOR under certain circumstances. 9.9. The OWNER shall not supervise, direct or have control or authority over. nor be responsible for. CONTRAC7OR's means, methods, techriqum sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACT "OR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. %-111---b�;•i[�,R'sr�ssponsibility-arrespcct- of-undissk3:sed I.__FdBuS Wade of RRclicnetine :n4aterials tuxcwertd�r-tcwealed at-Ute site isso! figAh in arrangements--have--bezn- made --- to -satisfy-LlAN s responsibility .m, fespect there4 vill -be -assat-t'o * in the Supplementary renditions ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION OB NER'sRepresen"ve: 9A ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER 1 <sits to Site. 9.2. ENGINEER will make visits to the site at intervals aprprate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EA -DC GENEsRAt CONDITIOM 191 a-8 0999 Edtim) V CITY OF FORT CXm.td NS MODIFICATIONS (REV 4/2WO) that has been made and the quality of the various aspects of CONTRACTOR`s executed Work- Based on information obtained during such visits and observations. ENGINEER will endeavour for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the C: ontraet Documents. ENGINEER will not be required to make exhaustive or continuous on - site Inspections to cliieck the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observatiom ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. INGINHER's visits and on -site observations are subject to all the limitations on ENGINEIRs authority and respuauobdoty set forth in fmragraph 9.13, and particularly, but without limitation, u 1 or as a result of ENGINEER's on -site visits or observations of CONTRACI'ORs Work ENGINEER will not supervise, direct. cQntrol or have authority over or be responsible for CONTRACTOR'% means, methods, technigam sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comp 3}' with Laws and Regulations applicable to the furnishing or performance of the Work Project Represenaative: 93. if OWNER and FNGINEER agree, ENGINEFs'R will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assio is will be as provided in paragraphs 9,3 and 9.13 Conditions of these General Conditions. If OWNER tea another reepprrewitative or agent to represent O at the site who IS not ENGINEER'S Cor1s1111IRrlt, agent or employee, the responsibilities and authority and limitations thereon of such otter person will be as 9.3.1. ttertaininst to the on -site work wilt in aeneraL with the EN024M and CONTRACTOR But the Rive will lig o the OW fly advised aft amh matters. The Representative's deal with subconitractors will only be dwoueh or with the elfin kmowk-* and approyal _ of the WNTRr�CTOR Duties aW Remnsibilities. I{sangttative will: 93 z 1 Schedules - Review the IKCWX es schedule alai other schedules Prepared by the CONTRACTOR anal consult with the RNGPJEERconcer accr ab lit �. 9.3.2.2._ Conferences and Meeting_.- Attend Went lig,. with the CONTRACTOR such as precortstrgction conferences, profess meetings and other j_ok conferences and _ txtpare _. and circulate copies of minutes of meetings. 93.2.3 Liaison 93.23-1- Serve as ENGINEER'S liaison with COITRACTOR w xki»g principally through CONTRACTOR'S superintendent to assist the CONTR_\('I_'()N_in_understanding tie Contract llucuments. 9.12.3.2. _Aisist in obtaining from O1VN additional details _ or__—infomrntion when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of any_ Wcxk__rewirin-a-S-hop---I "ing__or sample submission if the submission 1bg not boon approved by the N vGINi?EF2 9.��4:._v_!tK' of_�'_cvk,,ReAecc)on.ol'1:%cl'CcYiYe Work Tnspections.andTcsu%- 9.3.2.4.1_ Conduct on :site c smauons of the Work in o�uess to assist the ENGLNEI R in determin4 that the Work isprocxding_in atcordanct with tht Coritrau N61iments. 22.,24.3n_ Accompany _ visiting; _msgectors repre rime public or other aeenctes havuta tu_riadWhon Ooucs the Pro3ec Pet ord the rsults of these itnsnections and re i to- the ENGINEER. 9. 2 Interpretation of QMlr d Documents. R t._toTENGI'3EER when elariticWt oris and interpretations of the Contract. DucumeMs, .are mneeciee! end _trarrmit W %tUR{\(_M0_R clarification and iotcantau of the Contract Documents as issued by the WKINAAA 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for EXTCOb'NERN, CONDITIONS 1910E (1990 Edtim) W1 CITY OF FORT OOLUNS MODIFICA]IONS RFA .120W) modification in Drawings or Specifications and report these, recommendntiom to_ENGTNRER. Accuratcly transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7 Records.. 9.3.2.3.3. Record names adt�esses and to hone numbers of all CONTRACTORS. subaxmractom and maaor_sugliers of coLuipmcrn and materials. 9 121 Rexyts> 9.3�.:.$,L_. _ Flunish ENGINEER periodic repons,_es required of Ate W of 1Fte Wort: and �of the CONTUCTOR'S schechtle 9f,._IL.11rayring_._end sample su�miittal;; udv_ance of scheAfitl,,,,,ma'a inspections or start of imoortarn p of the Wark. 9,3.2 and W kA Dkgctive Chatr,m__o mine back_gp ma from the CONTRACTOR and recommend to ENGINEER Chance Orders. Work Directive Chanees and field orders 9.3.2.8.4. Report irmnediat$ to ENG,INF�R end OWNER the cccwjauue of any accident 9.3.1.9. Payment Reauesis. Review apdicatims for paymerR with CONTRACTOR for compliancy with the established procedure for their submission and forward with recommendation to ENGINEER. noungparticularly the relationshw of the pa ment requested tg, the xhedule of slues, work completed and materials and mik»ttent delivered at the site Mot tRA ittcor aerated rent Wvork. 9.3.2.1 Q. Completior . 9.3.2.10.1. Before ENGINEER issues a Ccri ftcate of Substantial Comt leto submit to CONTRACTOR a list of observed items -- ---------- M uirim con -action or completion 9.3.2.10.2 Conduct final iru ction in the company of the ENGINEER OWNER and CONTRACTOR_and_pmparea final. list of items to be ccureaed ur completed. 9 3' 10 3 Observe that all items on the fiiral list have been carrectcd or aim let mtioned end make recommendations to ENGINEER concerning acceptance 9.3.3. _ Limitation of Authority_ The Representative shall not: 9,3 3 1 ,_ Authority _art} dcviatiotLs from the ( ontract I3a umenis or accent anv 'substiu6 fll4tfilx?f ..4i_e the ENGINEER, ENGINEER; 93.3.2- Exceed (imitations of ENGINEER'S i . • l,�y :�a y e.. t is .. +. Q:3.3.�i� Advist on..4tJ£�.S1dt�ti4l�_tg�tl.Y_C iu.. or .es�nme omnttr arer�any ct af,_ihe m+ M_ melliods�__..te ___qu _ enccs __fir gi �_#4L �LriS47Tretion unless..._�t�1.__.k4 specifnd�J,ly_ called Cor in the Corttr@c_I Da;umer�s, 9.3.3.5. Advise on or issue +iirections zeaar� ox assume cotttrol ove�.�[e P u4:orLs and ms in c "ti_o ns wit13 the Work, 93.3.6. Ihawings or smnple subm ttais from anyone oilier than the CONTRACT b 9.3.3.7. Authorize OWNER to occupy the Work in whole or in>iart. 9.3:3.8 Pq .igipgte,_in soeciadized Geld a hitxira tests or ors conducted by others exec WGINI� specifics „ _authorizab . _e: Clarifications and Interpretations. 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EICDCOENMMCONDITIONS 1910E(1990Ett m) wf CITY OF FORT CD1.W NS MODIFICATIONS ft-V 4(?aa0) requirements of the Contract Documents (in the Comm of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment at the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof, if anv, OWW'NIA, or CONTRACTOR may make a written cfinm therefor as provided in Article 1 I or Article t'_. Authorized I'ariations in Work: 9.�. ENGINEER may authori2c minor variations in the Work from the requirements of the Contract Documents which do not involve an adusnnem in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be nceomplishex by a Field Order and will be binding on OW; ER and also an CONTRACTOR who shall perform the Work involved promptly- if OWNER or CON'f RACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 1 I or 12. Rejecting Defective lf ork- 9.6. ENGINEER will have authority to disapprove or reject Work which FNGINFF.R believes to N. defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents, or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments 9.7. In connection with ENGINEERSs authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11. and 12. 9.9. In connection with ENGINEER'S authority as to Applica6tra for Payment, see Article 14. Determinations for Unit Pricer 9.10. ENGINEER will determine the acu al quantities and classifications of Unit Price Work performed by CONTRACTOR ENGINEER will review with CONTRACTOR the ENGINEERS prelnminary determinations on such matters before rendering a written decision thereon (M• recommendation of an Application 21 fir Payment or otherwise) FNGiNUR's written decision thereon will be final and binding upon 04A'TNFR and CONTRACTOR, utiless, within ten days after the date of any such decisiorL either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to an�aal fron FNGINFFR's decision and (i) an appeal from or[ decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agieement", entered into between OWNER wRl CONTRACTOR pursuaru to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a fonan of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to 1 NGINFER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Such appeal will not be subject to the procedures of paragraph 9.11- Decision on Ditdttrrecv 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to FGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) alter the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional cc more accurate data in support of such claim, dispute or other matter. The opposing patty shall submit any response to ENGINEER aid the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in monde with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and blinding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the �ures set forth in EXHIBIT GC -A, "Dispute button Agreement", entered into between OWNER and CONTRACTOR pursuarn to Article K or (i) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINMR's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such recision and a formal proceeding is instituted by the appealing party in s forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim. dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 2' lift.')COENERALCONIXTIONS 1910.8(IMEMcn) -" wlCITY OF FORT MLLINS MOO111CATIONS Q2EV41 (Min decision, unless otherwise agreed in writing. by OW\ER and CONTRACTOR. 9.12 When functioning as interpreter and judge under paragraphs 9.10 and 9,11. ENGINTEER will not show partiality to OWNER or (.ONfRA("FOR and will ra he liable in connection with any interpretation or decision rendered in good faith in such capacity The rendering of a decision by ENGINTEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim. dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such 'rights or remedies as either may otherwise have under the Contract Documents. or by Laws or Regulations in respect of any such claim, dispute or other matter-pdrsuamioantuk ls. 9.13. Limitations an ENCTNI ER's Authority and Regtondbiritiec• 9.131. Neither • ENGMEER's authority or responsibility under this Article 9 or under any other provision of the Contract Document%nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority, or responsibility or the undertakiu�, exercise or performance of any authority Or reslxnsil»lity by ENGI1N'F.ER shall create, impose or give rise to any duty owed by IGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person cc cxgantzatiom or to any surety for or employee or agent of any of them. 9A3.2. FNGMER will not supervise, direct, Control or have authority over or be respdMisible for CONTRACTOR's means. methods, techniques, sequences or procedures of corisWction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible far the acts or omissions of CONTRACTOR cc of array Subcontractor. any 8nihaplier, or of any other person or cxganuation perfa mg or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions. schedules, guarantees, Binds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of; and in the case of certificates of inspections. teats and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENG]IMER's Consultants. Resident Project Represcnastivc anti assistants. ARTICLE 10—C:HAiNCF:S 1N'I'HV AVORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNTMIZ may, at any time or from time to time, order additions. deletions or revisioms in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment a Change Order, or a Work Change Directive. Upon receipt of any such document. CONTRACTOR shall promptly, proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of fie Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I 1 or Article 12 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price cc an extension of the Contact Times with respect to any Work performed that is not requved by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6,23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWN1"sR and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10 4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph Io.1, (ii)required beca use of acceptance of defective Work tinder paragraph 13.13 or correcting defective Work tinder paragraph 13.14, or (iii) agreed to by the parties; 10.4? changes in the Contract Price or Contract Times which are agreed to by the parties; and 10,4.3, changes in the Contract Price or Contract Times, which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11, provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such VCONTRACTOR shall cagy on the Waft and to the progress schedule as provided in paragraph 6,29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EXVC GENERAL 00bUTIOMR 191" OM Edtio ) w9 UTY OF FORT COLLINS M0JJIF1CATI0XS funny 42ann) (including, but not limited to. Contact Price or Contract Times) is required by the provisions of any Bond to be �tven to a surety, the giving of any such notice will be en responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE II —CHANGE OFCONTRACT PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. AR duties, responsibilities and obligations assOugnneeundertaken d to or by CONTRACTOR shall beat CONTRACTOR's expense without change in the Contract Price.. I 2, The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and sled] be accompanied by clainumii's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the ammutt involved. No claim for an adjustment in the Contract Price will be valid if not submitted in aunt with this paragraph I1:2. 11.3. The value of any Work covered by a Charge Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices oxitaired in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.I throtngh 11-9.3. inclusive), 11.3.2. where the Work involved is nut covered by unit prices contained in the Contract Documents, by s mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11 62). 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump suns is not reached under paragraph 11.32, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost ofrhe Work. 11 4. The ten» Coat of the Wort means the suns of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no hither than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costa itemized in paragraph 11.5- IIAI.Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall includes butnctt be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health ease -retirement benefits, benuse* applicable thereto. The espeses of performing Work after regular working hours, on Saturday. Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER 11.4.2. Cost of all materials and equiprnenv furnished and inoonxinited in the Work tttcludtng costs of tnms7ortatton and storage thereof, and Suppliers Field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which ease the cash discounts shall accrete to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions s so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subrontractors for Work perforated or furnished by Subcontractors. if required by OWNER, EXDCObt-MfiL CONDITIOM 191042 (1990 Ed6m) 24 w/(ATY OF FOaTCULLIM MODIFICATIONS MEV41200a) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractors Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 11.5, I1-6 and 11.7 All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4 Costs of special consultants (including but not limited to engineers, architects, testin laboratories• surveyors, attorneys and awrnnntants� employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11,4.5.1. The roportion of necessary transportation, traveland suhsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. IIr4.52. Cos, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cast less market value of such items used but not consumed which remain the property of CONTRACTOR- 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether tented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER and the costs of transportation, loading, unloaddim. installation, dismantling and removal thenwf—all in accordance with terms of said rental agreements. The rental of any such equipmem, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits loaf for causes other then Seg1 of CONTRACTOR any tib Victor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related experms) caused by damage to the Work, not co mperseted by insurance or otherwise, sustained by CONTRACTOR in connection with the CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -All - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT performance and famishing of the Work (except losses and damages within the deductible amounts Of pro y insurance established by OWNER in a roe with paragraph 5.91 provided they have resulted from causes other than the oigence of CONTRACTOR, any Subcontractor, or anyone directly or indirecly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such lasses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's &e. IC however, any such low or damage requires reconstruction and CONTRACTOR is placed in charge thereof CONTRACTOR shall be paid for services a fee proportiorate to that stated in paragraph 11.6.2. 11.4-5.7. The cast of utilities, fuel and sanitary facilities at the site. i I.4 S& Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work 11.4.59. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: MS.]. payroll costs and other compensation of CONTRACTOWs officers, executives, prmapals (of partnership and sole proprietDrships), general managers, engineers, architects, estimators, attorneys, auditom accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph i 1.4.4-a11 of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTORS office at the site. 1133. Any part of CONTRACTORS capital interest rat CONTRACTOR'S c employed or the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cast of premiums for all Bonds and for all insurance whetter or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cast of premiums covered by subparagraph It A6.9 above). EJCUC OEMaa comllom l9to.$ (1990 Ecitim) w! CTrY OF FORT COLLINS MOMICATIONS (REV 4120M) i1.5S Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose ads any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. I1.$.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 1 I A 11.6. The CONTRACTORSs fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: I1.6.11. for casts incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACT OR's fee shall be fifteen percent; 11622- for Costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11.62.3. where one or more tiers of subcontracts arc on the basis of COW of the Work plus a fee and no fixed fee is agreed upon the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fix of fifteen percent of the costs incurred by such Subcontractor under paragraphs 1141 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid aloe -of ftv,D peruatE-ef-the anteurt-paid to the nett-k»verkier Setbaentrnetor; to, be negoasted tttVA fatty .s't�t���1'.N�R.l1�tt t1Qt to ��d Tye percent of the mijo )aud to. the next lower * SubPQntM lit: 11.6.2.4, no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, I14.5 and 11.5, 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for arty change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustmerA in CONTRACTOR's fee stall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, C'0NrTk, C'TOR will establish and maintain records thereof in accordance with generally accepled accounting practices and submit in form acceptable to INGINEER an itemized cost breakdown together with supporting data. Cash : itlrrnvince . I I.S. It is understood that CONTRACTOR has included m the Contract price all allowances so named in the Contract Fwumems and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: ll.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.82. CONTRACTOR's costs for unloading and kindling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract price and not in the allowances and no demand for additional payment on account of any or the foregoing will he valid Prior to rural payment, an appropriate Change Order will be issued as reconnmended by F�GINF.ER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract price shall be correspondingly adiusted- 11.9. Unit Price It irk 11.9 1. Where the Contract Ikxuments provide that all or pan of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the stem of the established unit prices for each separately identified item of Unit Price Work times the estAsted quantity of each item as indicated in the Agreement. The estimated quantities of items of Umt Praia Work are not guaranteed and are solely for the purpose of comparison of Sick and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.14. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTORS overhead and profit for each separately identified item. 1193.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if. 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; sxrDCOLNULAL rut nxnoxs t910s tl99osbtima 26 w/ CITY OF FORT CCILLINS IVIO[AFICAT1ONS(MN4l200a) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Wok; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract price as a result of having inured additional expense or OWNER believes Out OWNED: is entitled to a decrease in Contract price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowleclecs that the OWNER has the right to add or delete items in the Bid or chaMegtr A tim at OWlstp . sole diwithout affevtMg the Contract Price of any remaining item so im& as the deletton or addition does riot exceed twenty-five percent of the caigmal total Contract f rice, ARTICLE 12--CHANGE OF GONTRACT'ri M Es 12.1, The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be used on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event g'virg rise to the claim and stating the general stature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claarmutt has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claims for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12,1. 12.2. All time limits stated in the Contract Documents are of the essence orthe Agreement. 12.3. Where CONTRACTOR is prevented from completing any pant of the Work within the Contract Times (or Mloatanes) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in Pera ]21. Delays beyond the control of CONT C1TOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or dither contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER he liable to CO\TRACTOR, any, Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (n) delays beyond the control of both parties including, but not limited to. fires, Ooods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7 ARTICLE 13--TF&I'S AND INSPFX'I'IONS; C'ORRBC7'10.N, REMOV,U, OR ACCFYTANCE OF DE E T117i" WORK 13,1. Notice of Defeetv prompt notice of all defeerhe Work of which OWNER or ENGINEER have actual knowledge will he given to CONTRACTOR. All defective Wok may be rejected, corrected or accepted as provided in this Article 13. Access to Rork: 13 OWNER ENGINEER ENGINEER's Consultants, other representatives arch personnel of OWNER independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable -times for their observation, inspecting and testitg. CONTRACTOR stall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and lnapeetions: 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspection, tests, or approvals required by the Contract Documents except. 13A1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that casts incurred in connection with tests or inspections conducted pursuant to pamgmph 13.9 Et WOENEMIX)NDITIONS 191" 0990Edtim) wt QTY OF FORT OOIAAM MODIMCATIONS tREV a+zaan below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents, 13.5. If Laws or Regulations of arty public body, having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body. CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals. pay all casts in connection therewith, and fumiah FNGiNEER the required certificates of inspectiom or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all casts in connection with Any inspections, tests or approvals required for OWNER's and h"NGiNEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix desigm or equipment submitted for approval prior to CONT CTOR's purchase thereof for incorporation in the Work. 13-6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ,NGiNEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the some and ENGINEER has not acted with reasonable promptness in response to such notice. Uncmering Work: 13.8. if any Work is covered contrary to the written request of ENGINEER, it mast, if requested by ENGINEER, be Uncovered for ENGINEER'S observation and replaced at CONTRACTOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by othwsz CONTRACTOR at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that potion of the Work in question, funUSI tS all necessary labor, material and equipment. If it is found that such Wok is defective. CONTRACTOR shall Ray all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, o postue, observation, inspection and testing and of satisfadary replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER stall be entitled to an appropriate decrease in the Contract Price, and if the parties are unable to agree as to the amount thereof; may make a claim therefor as provided in Article 11. Ili however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension, of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction, and, if the parties are unable to agree as to the amain or extent thereof. CONTRACTOR may make a claim therefor as provided in .Articles 1 I and 12. OIl'NER May Sop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Wort: in such a way that the completed Work will wmorni to the Contract Documents, OWRsIR mny order CONTRACTOR to stop the Work, or any potion thereof; until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACT'OR or any surety or other pant. Correction or Removal of Defective Work: 13.11. If requited by ESNGINEF-R, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace A with Work that is not defective. CONTRACTOR shall pay all claims, cost& losses and damages caused by or resulting from such correction or removal (including but not limited to all casts of repair or replacement of work of others). 13.12. Correction Period 13.12.1. If within ens yeaF two„)rs eaafter the date of Substantial Completion or such !anger period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guaranux required by the Contract Documents or by arty specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in aawrdarice with OWNER's written instruction ii: (i) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (0) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of lass or ohmage, OWNER may have the dfective Work corrected or the rejected Work removed and replace$ and all claims, coats, lasses and damages caused by or resulting from such removal and replacement (including but not limited to all Costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (cod damage to other EXI)COENEM CONDITIOM 191" 0"O Edtim) 28 w1CITY CWFORT CX)UINS MONFICATIONS(kEV 4100D) Work resulting therefor) has been corrected, removed or replaced under this paragraph 13.12, the correction penal hereunder with respect to such Work will be extended for an additional period of a* -year two ears after such correction or removal and replacement has been satisfactorily completed. lceeptance of Defective Kark: 13.13. If. instead of requiring correction or removul and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, lasses and damages attributable to OW,NER's evaluation of and determination to accept such defective Work (such costs to be approved by ! TiGIINEER as to reasonableness). If any such acceptance occurs prior to INGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall he entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article i 1. If the acceptance occurs after such recommendation an appropriate amount will be paid by CONTRACTOit to OWNI R. . 0W7%'ER Mav Correct Defective Work: 13.19_ If CONTRACTOR fails within a reasonable time after written notice from ENUMMIZ to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exorcising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR front all or part of the site, take possession of all or part of the Work, and suspend CONTRACTORS services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stared at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Other will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract price, and, if the parties arc unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. Such claims, casts, losses and damages will include but not be limited to all costs of repair or upplacement of work of others destroyed or damaged by, correction, removal or replacement of CONTRACTOWs dejectrve Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or XCestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OtANER's rights and remedies hereunder. ARTICLE la--PAYNNENTS TO CONTRACTOR AND COMPLETION Schedule of I-Wees: 14.1, The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the nwnher of units completed. AR)hcalion for Progress Payment., 142. At least twenty days before the date established for each progress payment (but not more often than once a month). CONTRACTOR shall submit to ENGINEER for review an Applicatiun for Payyment filled out and signed by CONTRACTOR covering tlx Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing the Application for Payment stall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property matrance and other arrangements to protect OWNEIts interest thereat, aU of which will be satisfactory to OWNER. The amount of retamage with respect to progress payments will be as stipulated in the tAgreement. Ater (nnda thatm withheld by the OWNER shall not be {object to substitutigll by the CONTRACTOR with securities or _ alv" an escrow or eustaliarLvt»P� $Y nt & :.9Rpy. ion far yiling farm the CONTRA�CTOR`��waives his right to the betre5ts of Oi lorado Rev_"� Statutes lion 24-91-ia1, et sea. CONTR4C'TOR's Wananty of Tilde: 14.3. CONTRACTOR warrants aid guarantees slat title to all Wok, materials aid equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Reidew of ApplicadonsforProgress Payment 14.4. ENGINEER will, within tat days after receipt of each Application for Payment, either indicate in writing a EY-IXGEt4ERALCOt4 MON8191" (1990EAtiap) wr MY OF FORT OULIA M MODIFICATIONS (REV 4f2000) reannmendalion of payment and present the :Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENG1NEER's reasons for refusing to recommend payment In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application- Ten days alter presentaticm of the Application for Payment to OWNER with LNCINEEKs: recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. 14.5. 1-,NGIN1-.Mq recommendation of any payment requested in an Application for payment will constntutc a representation by ENGINEER to OWNER. hosed on ENGINEER's on -site observations of the executed Work as an experienced and qualified design profmional and on ENGINEER's review of the A Iication for payment and the accompanying data and schedules. that to the best of ENGINEER's knowledge, information and helief 14.5.1. the Work has progressed to the point indicated 14.52 the quality of the Work is generally in accordance with the Contract Documents fsuhiect to an evaluation of the Mork as a functioning whole prior to or upon Substantial Completion, to the result% of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for I'M Price Wok under paragraph 9.101, and to any other qualifications stated n the recommendation), and 14.5.3.. the conditions precedent to CONTRACTOR's being, entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (t) exhaustive or continuous on -site inspectiaas have been made to check the quality or the quantity of the Work beyond the responstbdities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the patties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR 14.6. ENGTNEERs recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, u�reytamoes or procedures in construction, or the se precautions and programs incident thereW, or for auq of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents 14.7, ENGINEER may refuse to recommend the whole cc any part of any payment if, in ENGINEER's opinion. it would be incorrect to make the representations to 29 OWNER referred to in paragraph 14_5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent nMections or tests, nullify any such payment previously recommended to such extern as may be necessary in R NGTNEER's opinion to protect OIVNER from loss because: 14.7.1. the Work is defchre, or completed Work has been damaged requirmg correction or replacement, 14.7.2. the Contact Price has been reduced by Written Amendment or Charge Order, 1473 OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. LNGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make paymient of the full amount recommended by ENGiNFER because, 14.7.5. claims have been made against OWNER of accoim of CONTRACTOR's performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where COlN`TRACfOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set- off against the amount recommerded. or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.:.1 through 15.2.4 imlusve; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) slating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any atbusument thereto agreW to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNEWs satisfaction the reason for such action Sliebstandd Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items, specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Wok substantially complete, ENGINEER will no* CONTRACTOR in writing giving the reasons therefor. If ENGINEER UMCGI.NEKA . COM110M 19110-8 (19" E&tionl 30 cal CITY OF FORT COLLINS MOMICATIONS(REV 4a000) considers the Work substantially complete. ENGiNNEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. II, after considering such objections. ENGINEER concludes that the Work is not substantially complete, r NGTNEFR will within fourteen days after submission of the tentative certificate to OWNER i»tify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion BNGMER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security. operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Uriless OWNER and CONTRACTOR agree otherwise in writing. and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion. ENGiNEEWs aforesaid recommendation will be: binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list Partial Udffzadon: 14.10. Use by OWNER at OWNER's option of any sutmarcially completed part of the Work which: (i) has speci _ca ly been identified in the Contract Documents, or (ii) OWNER. ENGINEER and CONTRACTOR agree constitutes a separately f naction ing and usable part of the Work dat can be used by OWNER for its intended purpose without siginti mit interference with CONTRACTOR's performance of the remainder of the Work, may be accompliaw prior to Substarriiail Completion of all the Work sulyect to the following: 14.10.1.OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intendedt use and subawntially complete. If CONTRACTOR agrees that such pad of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such 9of the Work is substantially complete and request GINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWW N'LR and ENGTN'L:ER in writing that CONTRACTOR considers an), such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion fa that part of the Work. Within a reasonable time after either such request. OWNER, CONTRACTOR and 1:NGTNEER shall make an inspection of that port of the Wort: to determine its status of completion. If LNNGINEER does not consider that part of the Work to Ix- substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENG1Nb+..R considers that part of the Work to be substantially complete. the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantiat Completion of that part of the Work mid the division of responsibility in respect thereof and access thereto. 14,10, 7- No occupancy or separate operation of pan of the Work will be accomplished prior to compliance with the requirements of paragraph 5 15 in respect of property inswannce. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final mspxion with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final :lpplication for Payment. 14.12. Alter CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bolds, certificates or other evidence of insurance required by pm ph 5A, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents. CONTRACTOR may make application for fatal payment following the procedure for progress payments, The final Application for Payment shall be accompanied (except as previously delivered) by: (i)all doemnentation called for in the Contract Documents, including but " limited to the evidence of insurance required b} subpxuagraph 5.4_l3, (itinn)) consent of the surety; if any, to final ptayment and complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of o filed in ocrmectian with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: () the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OATM's property might in any way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails E)CDCGENE'RAL C ONIXTION519to a (1990 Ed aim) car CSTY OF FORT COLL] M MODIFICATIONS (REV 4n000) to furnish such a release or receipt in foil, CONTRACTOR may furnish a Dond or other collateral satisfactory to OWNTER to indemnify OWNER against any Lien Releases or waivers of liens and the carysent of the swety to realize Payment are wo 1� submitted og forms conformine to the format of the OWNER'S standard forms bound in the Project_manual, Final Pdgvnent and Acceptance: 14.13. If, on the basis of ENGINMER's observation of the Work during construction and firth inspection, and I-NGINEER's review of the firwl Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and (Y)NTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEERS recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also glue written notice to OWNER and CONTRACTOR that pipe Work is acceptable subject to the provisions or paragraph 1415. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for rcfusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation. in appropriate form and sutraa»x and with ENGINEER's recommendation and notice of acceptal>ifity, the amount IN recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to =aRraoh 17.6.2 of these Q"ML-QMNLQM 14.14. K through no fault of CONTRACTOR final completion of the Work is signifrcaraly delayed arid if ENGINEER so confrma, OWNER shag, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remair** balance to be held by OWNER for Wok to fully completed or corrected is less than the retainage stipulated in the Agreement and if Bonds have been furnished as required in paragraph 5,1. the written crosett of the surety to the payment of the balance due for that p ortionof the Work fully ompleted and soap tod shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment Such payment shall be made under the terms and conditions govemitg final Payment, except that it shall not constitute a waiver of claims. Wultvr of awins.- 14.15, The making and acceptance of final payment will amstittte: 14,15.1.a waiver of all claims by OWNER against CONTRACTOR except claims arising from unsettled Liens, from defective Work appearig after 31 final inspection pursuant to paragraph 14.11. from failure to comply with the Contract Documents or the terms of any special guarantees specified therein or from CO RACTOR's continuing obligation under the Contract Documents. and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE M-SUSPENSION OF WORK AND TFdL UNATION OW'NVRMay &Vend work: 15.1. At any time mad without cause. OWNER may suspend the Work or any potion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Wok will be resumed. CONTRACTOR shall resume the Work an the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terndnare: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONersist TRACTOR persistently tails to perform the Wok in accordance with the Contract Documents (including but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph?9 as adjusted from time to time pursuant to paragraph 6.6); 15.21 if CONTRACTOR disregards haws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER, or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Ducuments; OWNER may, ater giving CONTRACTOR (aid the surety, if arty) seven days' written notice and to the extent permitted by Laws and Regulation, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, applfanaes, construction equipment and machinery at the site and use the some to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or oonversion), incorporate in the Work all materials and equipment stared at the site or for which OWNER has paid MI)COENERALCONDMOM 191" (1990E&bm) 32 w/CITY OF FOPLT COLLINS MODIFICATIONS(REy A2000) CONMR4CTOR but which are stored elsewhere, and finish the Work as OWNER may dean expedient. In such case CONTRACTOR shall not be entitled to receivc any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, costs, tosses and damages sustained t-y OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR if such claims, costs, lasses and damages exceed such unpaid balance. CONTRACTOR shall tray the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved to ENGINRFR incorporated in a Charge Order, provided at when exercising any rights ur remedies under this paragraph OWNER shall not be required to obtain the towest price few the Work perf(=ed. 153. Where CONTRACI'OR's services have been so terminated by OWNER, the termination will not alTed any rights Or remedieS of OWNER against CONTRACTOR then existing or which may UereaRer accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not releaser CONTRACTOR from liability. 15A Upon seven days written notice to CONTRACTOR and fiNGINt+,R— OWNER may, without cause and without prejudice to any other right or remedy of OWNER. elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work, 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work.. plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4, for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other econanic lass arising out of or resulting from such termination CONTRACTOR May Stop Wank or Ternunate: 15.5. It through rho act or fault of CONTRACTOR, the Wok is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or fiNGINM fails to act on any Application fur Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEFR, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, ternimste the Agreementd and recover from OWNER payment on the some terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prc. u 'cc to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all suds amounts due CONTRACTOR, including interest thereon The provisions of this pampphl5.5 are not intended to preclude CONTRACTOR from making claim under Articles 1 I and 12 for an increase in Contract Price or Contract 'times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permimorl by this paragraph. ARTICLE 16-01%TLYrE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if anv, shall be as set forth in FathibitGC-A, "Dispute Resoiution Agreement", to be attached hereto and made a pan hereof If no such agreement on the method and Procedure for resolving such disputes has been reacher, and object to the provisions of paragraphs9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Coritret Documrnts requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to on officer of the corporation for whoa it is intended, or if delivered at or sent by registered or certified mail, postage ]repaid to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period If the last day of an such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdictiirn; such day will be omitted from the computation. EJC'DC OENERr1I. C0NUTI OM 191" (1990 Edtim) wl CITY OI FORT (X)11 DS9 MODtFICA310N3 ftN 4l20M) 1722- A calendar day of twenty-four hours measured from midnight to the nest midnight will constitute a clay Notice ofClaim 17.3. Should M-NItiR or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party ar of any of the oiler party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other potry within a reasonable time of the first m observac aC such injury or damage. The provisions of this paragraph 173 shall not be construed as a substitute for or a waiver of the provisions of any apppplicable statute of him itations; or repose.Cumaladve Remedies: 17.4, The duties and obligations imposed by these General Conditions and the rights and remedies available heeunder to the parties hereto, and in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by pruagraphs 6.12, 6.16, 6.30, 6,31, 632, 13.1. 13.12,13.14, 14.3 and 15,2 and all of the tights and remedies available to OWNFR and ENGINEFR da:reunder, we in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Doeitments, and the provisions of this paragraph will he as et%ctive as if repeated specifically in the Contract Documents in connection with each particular duty, obligation right and remedy to which they apply. Pmjesrionai Fees and Coati Costs Included 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each cave, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. AgM,ent Reference to.twci,perSineM Colaada statutes are as follows: 17&22 If a claim j§ filed OWNS is ryarimif by law f GT2S 38-26 107) to withhold frm all payments to C�QTRACTOR sufficient fonds IQ ugurc rho payment of all clauris far labor_ materials. team hire. sustenance, provisions, provender, or other suDalies used or osnsutried by CONTRACTOR or his 33 EX'DCOENERALCOMNTIOM 1910-9 (1990E&im) 34 w1 CITY OF FORT COLLINS MCUIFICATIONS (REV 4f1O06) SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 ('Phis page left blank intentionally.) EJCDC GENERAL COMITIOM 191" (1990 Edtion) 35 w/ OTY OF FORT ODUAM MODIFICATIONS 00,V 42(100) F"COENER& CONDITIOM 191" (19" EMCO) 36 wl CITY OF FORT ODLLINS MOOIFICATIONS (RLV 4120W) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOUTTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1 All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except tor claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction l dtnstr • Arbitration Rules of the American Arbitration Association then obtainvng, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable tinder the prevailing law of any court having jurisdiction 16,2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which FNGINFER has tendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINIMR if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decison being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such derision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accedence with paragraepphh I will be made later than ten days after the )Harty making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the alter party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the thirty -day or ten, -ley period specified in paragraph 162 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shell any such demand be made after the date when institution of Legal or equitable proceedings based on such claim, dispute or other matt" in question would be barred by the applicable statute of limitations. E3CDCOENERAL CONDITIONS 191"(1990E(litim) cot CITY OF FORT COLLINS MODIFICATIONS (REV 9199) 16.4. Except as provided at paragraph 165 below. no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any otter manner any other person or entity (including ENGINEER, ENGINEER's Consultant and the officers directors, agents, employees or eomsulmnts of any of them) who is not a parry to this contract unless: 16A.1. the inclusion of such outer p rson or entity as necessary if complete relief is to be aiiorded among thane who are already parties to the arbitration, and 1642 such other person or entity is suNxtnntinlly involved in a question of law or fact which is conmon to those who are already parties to the arbitration and which will arise in such proceedings. and 16AA the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any pan not specifically identified in such consent 16.5. Notwithstanding paragraph 164. if a claim, dispute or otter matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined to an arbitration between OWNER and CONTRACTOR invol Yin the Work of such Subcontractor. Northing in taus paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGMER's Consuttents that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereot and it will not be subject to modification or appeal. 163, OWNER and CONTRACTOR agree that they shall fast submit any and all unsettled claims, oounterclai= disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the Americana Atbontien Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 d rough 16 6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless aherwase agreed. UC-Al F]CDCOF.NERAI. CONDITIONS 19I0-8 (1990EAtim) wl CITY OF FORT COLUNS MODIFICATIONS (REV 9t94) GC -Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: CTL THOMPSON SUBGRADE INVESTIGATION AND PAVEMENT DESIGN FOR STREETS IN THE VICINITY OF KINARD JUNIOR HIGH SCHOOL FORT COLLINS, COLORADO Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 7/96 Section 00800 Page 1 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule 10 days lost due to abnormal weather conditions. 7/96 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment 9/99 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Chanqe by Change Order: Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: Net Change by Change Order $0.00 1 AMOUNT DUE THIS APPLICATION: CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: 9/997/96 Section 00960 Page 1 $0.00 $0.00 $0.00 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 SECTION 00020 INVITATION TO BID Date: April 13, 2006 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on May 16, 2006, for the Ziegler and Kechter Road Roundabout Project; BID NO. 5979. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 5979 Ziegler and Kechter Road Roundabout Project. The improvements for this project include widening Ziegler Road from Shallow Pond Drive north to the Kecther Road intersection (approx. 600 feet) to minor arterial standards. The construction scope consists of: curb and gutter, bike lanes, sidewalk, new irrigation pipe and splitter boxes. The existing concrete intersection of Ziegler Road and Kechter Road will be pulverized in place and re -constructed as a 130 foot diameter roundabout. The proposed intersection work will consist of: concrete paving, decorative concrete medians, enhanced colored concrete crosswalks, rotomilling operations, flyash operations, asphalt paving, landscaping, stormsewer improvements. The project includes the installation of a 24" waterline for the Fort Collins - Loveland Water District (approximately 2400 Linear Feet), from Kechter Road south to Trilby Road. The Contractor will provide Traffic Control and Construction Surveying. The Contractor will be required to work with our traffic control supervisor. This project will be done under traffic using a bi-directional closure. A total of 7 message Boards for 20 days will be required during different phases of construction. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available April 19, 2006 at Reprographics. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m., on May 2, 2006, at 281 N. College, Conference Room A, Fort Collins. 07/2001 Section 00020 Page 1 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 Ziegler Road / Kechter Road Roundabout Project ZIEGLER ROAD / KECHTER ROAD ROUNDABOUT PROJECT The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract. The following General Requirements supplement these General Conditions. PROJECT GENERAL REQUIREMENTS TABLE OF CONTENTS SECTION PAGE 01010 SUMMARY OF WORK............................................................................................ General Reqs. 2-3 01040 COORDINATION..................................................................................................... General Reqs. 4-5 01310 CONSTRUCTION SCHEDULES............................................................................. General Reqs. 6-7 01330 SURVEY DATA — (Contractor Supplied)................................................................. General Reqs. 8 01340 SHOP DRAWINGS................................................................................................... General Reqs. 9-11 01410 TESTING................................................................................................................... General Reqs. 12-13 01510 TEMPORARY UTILIITIES...................................................................................... General Reqs. 14 01560 TEMPORARY CONTROL....................................................................................... General Reqs. 15-16 01570 TREE PROTECTION............................................................................................... General Reqs. 17-18 01580 TRAFFIC REGULATION — (Contractor Supplied) ................................................. General Reqs. 19-20 01700 CONTRACT CLOSEOUT........................................................................................ General Reqs. 21 01711 SITE CLEANUP....................................................................................................... General Reqs. 22 01720 PROJECT RECORD DOCUMENTS....................................................................... General Reqs. 23 P:\Strect Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruction Specs\General Reqs General Reqs. -1 Ziegler Road / Kechter Road Roundabout Project SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. The Work shall consist of the construction of the outlined improvements: 1. Improvements for widening Ziegler Road from Shallow Pond Drive north to Kechter Road (approximately 600 linear feet) and constructing a concrete one -lane roundabout at the intersection of Ziegler Road and Kechter Road. Construction of a 24" FCLWD watermain from Kechter road to Trilby Road. Ziegler Road from Shallow Pond north 600 feet: The construction of this project includes the widening of Ziegler Road, North of Shallow Pond Drive to minor arterial width with curb and gutter, bike lanes and sidewalk. The improvements will include the widening and reconstruction of Ziegler Road, vertical curb and gutter, detached sidewalk on the east side of Ziegler Road, new irrigation pipe and splitter boxes, and bike lanes. Ziegler Road and Kechter Road Roundabout: The scope of this work consists of pulverizing the existing concrete intersection (10" thickness) and replacing it with a 130 foot conventional roundabout. This project must be constructed under traffic using a bi-directional closure which results into two construction phases: • Phase 1: Constructing the South half of the Roundabout This portion of the project will be available for construction starting June 1, 2006. The construction will include: The entire east half of the intersection (curb and gutter, sidewalk, bikelanes, concrete pavement, decorative concrete truck ramps, enhanced colored concrete crosswalks, asphalt removal and paving, medians, storm sewer improvements, 24" FCLWD waterline installation, and landscaping improvements that would effect traffic operations. • Phase II: Constructing the North half of the Roundabout This portion of the project must be substantially complete by September 1. 2006. The construction will include: The west half of the intersection (curb and gutter, sidewalk, bikelanes, concrete pavement, decorative concrete truck ramps, enhanced colored concrete crosswalks, asphalt removal and paving, medians, storm sewer improvements, and landscaping improvements that would effect traffic operations. • NOTE: This project is a Cost Plus Time (A + B) bid due to the constricted time frames and the scope of the project. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. 2. Restore all areas disturbed to match surrounding surface conditions. 3. The Owners Field Representative must approve the condition of all replaced and/or restored areas prior to final payment. P:\Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 2 Ziegler Road / Kechter Road Roundabout Project 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES The following items shall be coordinated between the Contractor and the Owners Field Representative. A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items, which would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. UTILITIES Water: Storm Sewer: Sanitary Sewer: Electric: Gas/Electric: Telephone: Traffic Operations: Cable Television: FCLWD: Water: Sewer: Electric: *Utility Locates Ditch Companies as required City of Fort Collins, Colorado 221-6681 City of Fort Collins, Colorado 221-6599 City of Fort Collins, Colorado 221-6681 City of Fort Collins, Colorado 221-6700 Xcel Energies 225-7847 Qwest Communications 377-6401 City of Ft. Collins, Colorado 221-6630 AT&T Broadband 493-7400 Fort Collins Loveland Water District 226-3104 ext. 17 Fort Collins Loveland Water District 226-3104 ext. 17 Fort Collins Loveland Water District 226-3104 ext. 17 Poudre Valley REA 226-1234 Under A One -call @ system 1-800-922-1987 AGENCIES Occupational Safety & Health Administration Poudre Fire Authority City of Fort Collins Police Department Larimer County Sheriffs Department Postmaster: US Postal Service Ambulance: Poudre Valley Hospital Transportation: (OSHA): 844-3061 Non -Emergency: 221-6581 Emergency: 911 Non -Emergency: 221-6550 Emergency: 911 Non -Emergency: 221-7177 Emergency: 911 Judith Robertson: 225-4111 Non -Emergency: 484-1227 Emergency: 911 Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 3 Ziegler Road / Kechter Road Roundabout Project SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner, which will facilitate progress of the Work. The Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is separate from the General Contractor's contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. To work with the local fire and police departments to ensure the traffic control plan is followed in emergency situations with no exceptions of disruption to traffic flow. E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment, pipe and other material and equipment. F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times. G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. H. Provide and maintain temporary approaches or crossings at streets and residences. 1.2 SCHEDULE AND MILESTONES The Contractor shall submit a detailed project schedule showing milestones and the critical path for Phase I and Phase 11 of the Ziegler Road and Kechter Road Roundabout Project. This schedule shall be agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties. 1.3 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval. 4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval. 5. The Engineer shall invite all utility and irrigation companies involved. 6. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 7. The Engineer shall introduce the Project Representatives. 8. At this time the superintendent will be expected to show that he has sufficient knowledge of the specifications and plans to orchestrate and coordinate the construction actives for this job. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 4 Ziegler Road/ Kechter Road Roundabout Project C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the Contractor's operations affect, or are affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.4 PROGRESS MEETINGS A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Manager. 4. Others as may be requested by Contractor, Engineer or Owner. C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2:. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. 5. Review Milestone Schedule. 6. Discuss the work scheduled for the next two weeks. 7. Discuss the surveying needed for the next week. D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the participants. E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 5 Ziegler Road / Kechter Road Roundabout Project SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. 2. The contractor will be required to submit a weekly progress schedule showing work to be completed, labor, equipment, work hours and methods of construction for the up coming week. This schedule will be required every Thursday in a daily calendar format. C. The schedule must show how the street, storm sewer, concrete and paving work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones. B. Equipment, Materials and Submittals schedule. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. 1.5 OWNER'S RESPONSIBILITY P:\Strect Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Regs General Reqs. - 6 Ziegler Road / Kechter Road Roundabout Project A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruction Specs\General Regs General Reqs. - 7 Ziegler Road / Kechter Road Roundabout Project SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible to provide the surveying required on this project. B. The Owner will make the projects CAD drawings available to the Contractor upon request. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 8 The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: h-ttps: "-/' secure2. f cgov. com/bso/ 'j (-,,14 n. 2. Mercury-LDO Reprographics: www.mercury- do.com Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 07/2001 Section 00020 Page 2 Ziegler Road / Kechter Road Roundabout Project SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by the Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before the time required by the schedule. C. Any need for more than one resubmission, or any other delay in obtaining the Engineer's review of submittals, will not entitle the Contractor to an extension of the Contract Time, unless delay of the Work is directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents the Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit a corrected submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by the Contractor and properly marked by the Engineer, are at the site and available to workmen. F. Only use Shop Drawings which bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruetion Specs\General Regs General Reqs. - 9 Ziegler Road / Kechter Road Roundabout Project Signifies submittals which are for supplementary information only; pamphlets, general information sheets, catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance. But these submittals do not constitute a basis for determining that items represented thereby conform to the design concept or comply with the information given in the Contract Document. The Engineer reviews such submittals for general information, but not for substance. 1.2 SUBMITTAL REGISTER A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule submittal. The Contractor must resubmit an updated Submittal Register with each application for progress payment. A format of the Submittal Register is provided below, Contractor should reproduce this format, (or an approved alternate) for this register. B. Instructions for Completing the Submittal Register: Column 1: References, specification section, and paragraph in which submittal is requested. This will be done for each item of equipment or material. Column 2: Describe types of submittal required, i.e., shop drawing, certificate, etc. Column 3: List the material or item for which submittal is required. Column 4: Contractor shall provide the date that he intends to make each submittal. Column 5: Contractor shall provide that date by which each submittal must be approved to accomplish timely incorporation into the project. Column 6: Contractor shall provide the mailing date of the initial submittal made to the Owner. Column 7: Contractor shall record the review action of the Owner to the last submittal for the item, equipment, or material. Column 8: Contractor shall record the mailing date of subsequent submittal for each item, equipment, and material until submittal is accepted by Owner. Column 9: Contractor may record remarks as necessary to coordinate with other submittal or provide necessary information. 1.3 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be fumished. 1. Detailed installation drawings showing foundation details and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform to the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. P:\Street Oversizing\Ziegler Road Kechter Road RoundaboutTid Does\Construction Specs\General Regs General Reqs. - 10 Ziegler Road / Kechter Road Roundabout Project I. Present in a clear and thorough manner. 2. Minimum sheet size: 8 'h" x 1 I". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings, which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying the review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.4 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.5 RESUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing, call Engineer's attention to deviations that the submittal may have from the Contract Documents C. In writing, call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid DoesTonstruction Specs\General Reqs General Reqs. - 11 Ziegler Road / Kechter Road Roundabout Project SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product, which becomes unfit for use after approval hereof, shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on these test procedures (which may be included for specific materials under their respective sections in the Specifications) shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete tests, except those called for under Submittals thereof. 4. Asphalt tests, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered under section 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. The control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various P:\Street Oversizing\Ziegler Road Kecbter Road Roundabout\Bid DocsTonstruction Specs\General Reqs General Reqs. - 12 Ziegler Road 1 Kechter Road Roundabout Project sections of these Specifications. B. Superintendence: The Contractor SHALL employ a full time Superintendent whose sole responsibility is to monitor and coordinate all facets of the Work. The Superintendent shall be on site when work is in progress (i.e. weekend work). The Superintendent shall have adequate experience to perform the duties of Superintendent. The superintendent shall have the authority to act on behalf of the CONTRACTOR. The superintendent shall not be replaced without written notice to the Owner and Engineer. C. Quality Control: Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Contractor is responsible for documenting all inspections and tests as required by each section of the Specifications. Provide copies to the Engineer weekly. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruction Specs\General Reqs General Reqs. - 13 Ziegler Road 7 Kechler Road Roundabout Project SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Owner will furnish water in reasonable amounts for execution of the work at existing fire hydrants without charge to Contractor. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Water Department to select the appropriate fire hydrant and set the hydrant meter. C. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system. 2. Unnecessary waste of water will not be tolerated. D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1. Only Owner shall operate existing valves and hydrants. '1.2 SANITARY FACILITIES A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at the trailers (if office trailers are required) and a minimum of one at each project work site or as required to accommodate the number of personnel working on site. One facility will delivered to the City of Fort Collins trailer open notice of award of bid. B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Contractor to enforce the use of such sanitary facilities by all personnel at the site. D. Place facilities out of public view using the greatest practical extent. END OF SECTION PAStreet Oversizing\Ziegler Road Kcchter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 14 Ziegler Road / Kechter Road Roundabout Project SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 7:30 p.m. and 6:30 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not be injurious to existing or future vegetation. C. Dust control within the lime deposit area shall conform to the project's health and safety plan. At a minimum, the lime area shall be covered as soon as possible after compaction has been obtained to minimize surface drying and dust. Dust control for this area may involve multiple watering and/or continuous watering to maintain a moist surface. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in general will include: 1. Control of runoff 2. Trapping of sediment 3. Minimizing area and duration of soil exposure 4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan. P:\Street oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Regs General Reqs. - 15 Ziegler Road / Kechter Road Roundabout Project 1.5 SECURITY A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities thereon, against vandalism. B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the Contractor shall make good all damage resulting from his failure to provide security measures as specified. C. Security measures will be instituted to protect owners of existing facilities during normal operation, but will also include such additional security fencing, barricades, lighting, watchman services or other measures as Contractor feels is required to protect the site. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Regs General Reqs. -16 Ziegler Road / Kechter Road Roundabout Project SECTION 01570 TREE PROTECTION A. Tree Barriers: All trees which will be preserved, but are within the limits of construction, must be protected from all damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fixed in place around each tree for the duration of construction. This barrier will be placed no closer than six (6) feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T- posts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of each tree. The Project Engineer or Manager must approve actual materials and location of barrier. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still be erected. However, additional padding must be placed around the trunk of each tree starting at ground level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8) inches thick, and made of a material strong enough to protect the bark from accidental impacts with hand tools or power equipment. B. Accidental Poisoning: During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree, within the root zone of each tree, or group of trees. C. Root Pruning Specifications: When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots over three (3) inches in diameter using the following method: 1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such as axes, stump grinders, or trenchers. 2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using a stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be used for final root cuts. D. Contractor shall coordinate with the Owners' Field Representative prior to and during the installation of tree protection and root pruning activities. Owners' Field Representative, at his/her opinion, will contact the City Forester and/or City Arborist for advice and approval of the tree protection measures taken by the Contractor and also the City's advice and approval during the root pruning activities. E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to any tree preserved on this project. F. Violation of Specifications and Penalties for Damaging Trees: Any violation of these specifications will lead to penalties based on the type of violation and/or the PAStreet Oversizing\Zieglcr Road Kechter Road Roundabout\Bid DocsTonstruction Specs\General Reqs General Reqs. -17 Ziegler Road / Kechter Road Roundabout Project resulting damages, and may be grounds for the termination of this contract. The penalties will be assessed based on the amount of damage done and the total value of that tree, or group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will be based on the total value of the tree as determined by the City Forestry Division staff and the severity of the damage as a proportion of the total value of that tree. This could include up to the full value of the tree. As an example, there are two American Elm trees to be preserved on another project. They are vahied at $7,960 and $6,667 for the south and north trees respectively. The south tree is approximately 100 inches in circumference, therefore each inch is worth one -hundredth of the value, or $79.60 per inch. Similarly, the north tree is 91 inches in circumference, making each inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is scuffed, the penalty would be $100 (the minimum allowed); if two inches are damaged, the penalty would be $159.20 and so on up to 50% of the circumference of the trunk. If 50% or more is damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate how damages will be assessed). This method of assessing penalties will be applicable to all trees not marked for removal on the project, accidental poisoning and improper pruning. END OF SECTION PAStreet Oversizing\Ziegler Road Kcchter Road Roundabout\Bid Does\Construction Specs\General Reqs General Reqs. - 18 Construction Document Ordering Instructions (Download a complete P1anWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: "Plan Well" Iq,YI)a,xMM IM InY.,im nuA Yw,, ra.�vegaj. uM. Planwe[r M eF wus� 3. SELECT: Public " Planroom: "GO" oamw Unfr Mercury/LDO Colorado [rg.7?rg�r =rs i-M] lk PlanWe r Sodayssyandardin Digital Dothmeat Management 6 Distribution onlmn Wanro rn era golds User Name rind peWro prga for Bidding hers! Pa48WDltl No Login Rewired Qniinm Wain oasswartlt rer I mar e, _.. afar guide Netamember Y�'t allot Y0 aaNl Aud orixed Acteff Only- 4. SELECT: the desired "Project Number" from the list 07/2001 Section 00020 Page 3 Ziegler Road / Kechter Road Roundabout Project SECTION 01580 TRAFFIC REGULATION 1.1 TRAFFIC CONTROL A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is defined as those devices necessary to channelize vehicular and pedestrian traffic through the project. The City of Fort Collins is requiring that the project be constructed in 2 phases under traffic with a bi- directional closure. The Contractor is responsible for applying their costs associated to their predicted calendar day schedule to determine the lump sum amount. B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and approved 72 hours prior to starting construction and before making each modification. Two-way traffic shall be maintained on this job at all times during Phase 1 and eastbound traffic on Kechter Road must remain uninterrupted (with right in / right out movements on Ziegler Road) during the construction of Phase 11. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. The traffic access/control plan limitations for handling traffic for these projects are described below PHASE I: • The intersection of Ziegler and Kechter on the south side will be closed. This will allow for two way traffic flow on the north side of the intersection. During this time the Contractor will construct the south half of the roundabout. • Ziegler Road between Trilby Road and Kechter Road will be closed to install the Fort Collins — Loveland Water District 24" Waterline. During this time, the Contractor will be required to have a flagger or mechanical control device at the Trilby/Ziegler intersection during peak hours to assist the residents and traveling public in safely entering the intersection. Once this portion of the project is complete, Ziegler will be opened from Trilby Road to Shallow Pond. PHASE 11: • During this phase, the north half of the intersection of Ziegler and Kechter will be closed. This will allow for on eastbound traffic to flow on the south side of the intersection and right in / right out movements on Ziegler Road. During this time the Contractor will construct the second half of the roundabout. Pedestrian Access — Pedestrian traffic shall be maintained along the West side of Ziegler Road at all times, utilizing temporary sidewalks when necessary. All other pedestrian traffic will be closed and pedestrians will be re-routed per plan. Bike Lanes — Bike lanes will need to be re-routed during construction in the project limits. Vehicle, Bike and Pedestrian Traffic — Access to all side streets and private drives shall be maintained at all times. The Contractor will be responsible for developing and access control plan in coordination with PAStreet Oversizing\Ziegler Road Keebter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 19 Ziegler Road / Kechter Road Roundabout Project adjacent property owners and the City of Fort Collins representatives and submit this plan in conjunction with the traffic control plan to the Engineer for approval prior to the start of any work. Any modifications to the traffic control plan must be approved by the City's Traffic Control Coordinator and the Engineer. E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times. The Contractor will develop an access control plan in coordination with adjacent property owners, and submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any Work. Pedestrian traffic shall be maintained along the West side of Ziegler Road at all times, utilizing temporary sidewalks when necessary. F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them during the duration of the project. It will be the Contractors responsibility to coordinate and communicate with the residents during construction. G. The Contractor must maintain, at their cost, access to the Kinard Junior High School construction site during their business hours. It will be the Contractors responsibility to coordinate and communicate with the businesses during construction. H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. 1. The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for use at all times. J. The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the case of bad weather the Contractor must repair the driveways immediately following the storm and must work to maintain access during the storm. 1.2 WORK AREA SAFETY A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians, and children from work area hazards. B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence around all excavations and drop-offs. C. Work area safety control devices will not be paid for separately. Cost for this equipment should be included in the lump sum cost for the work items which will require work area safety control devices. 1.3 PARKING A. Provide suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's operations, or construction activities. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 20 Ziegler Road / Kechter Road Roundabout Project SECTION 01700 CONTRACT CLOSEOUT 1.1 SUBSTANTIAL COMPLETION A. Substantial Completion for the Ziegler Road and Kechter Road Roundabout Project shall be defined as the following: 1. All work requiring lane or shoulder closures or other traffic obstructions is complete. 2. Traffic is following the lane arrangements shown on the plans for finished roadway. 3. All pavement construction, joint sealing, and shoulder embankment is complete. 4. Traffic control devices and pavement markings are in their final positions. 5. All pedestrian sidewalks and decorative crosswalks within right-of-way are complete. 6. All median and center of roundabout concrete is complete and approved. B. Substantial Completion dates or times are outlined in Section 00520 - Agreement. 1.2 FINAL COMPLETION A. Final Completion shall be defined as the following: 1. Once substantial completion has been met, the Contractor will be allowed 20 days to reach final completion. 2. This will include the completion of all Work including cleanup, Project Record Documents shall be turned over to the Owner, all punch list items completed, and all processing of all change orders. The Work must be ready for final payment and acceptance. B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Rcqs General Reqs. - 21 Ziegler Road / Kechter Road Roundabout Project SECTION 01711 SITE CLEANUP LI GENERAL A. Execute cleanup, during progress of the Work, and at completion of the Work. B. Adequate cleanup will be a condition for recommendation of progress payments. 1.2 DESCRIPTION A. Store volatile wastes in covered metal containers and dispose off site. B. Provide on -site covered containers for the collection of waste materials, debris and rubbish. C. Neatly store construction materials, such as concrete forms, when not in use. D. Broom clean adjacent paved surfaces and rake other adjacent surfaces. E. The streets adjacent to the construction area shall be cleaned of debris generated by the pro iect by the Contractor at the earliest opportunity, but in no case shall the street be left unclean after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary equipment and materials to satisfactorily clean the roadway at no additional cost to the proiect. The City's Street Department will sweep the street at an approximate hourly rate of $90.00 for a minimum of 2 hours. The Contractor must sign a Contract with the City Street Department prior to requesting street sweeping. Construction "DRAG OUT" will not be tolerated. The Contractor must have the means to sweep, wash and scrape the roadway clear of any materials drug out by construction traffic on -site. The Contractor will monitor his construction traffic and clean as necessary or as directed by the on -site Project Engineer. If the streets are not cleaned by the Contractor within 24 hours after having been given notice from the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the rates listed above and will back charge the Contractor for expenses incurred. 1.3 DISPOSAL A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away from the site. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 22 Ziegler Road / Kechter Road Roundabout Project SECTION 01720 PROJECT RECORD DOCUMENTS 1.1 GENERAL A. Maintain at the site one record copy of: 1. Documents and samples called for in General Conditions 6.19. 2. Field Test Records. 3. Certificates of compliance. 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A. File documents and samples in accordance with the specifications section numbers. B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. 1.3 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not cover Work until required information is recorded. C. Marking of Project Records. 1. Legible and with a dark pen or pencil. 2. Ink shall not be water based or subject to easy smearing. D. Mark Drawings to record actual construction. 1. Field dimensions, elevations, and details. 2. Changes made by a Modification. 3. Details not on original Drawings. 4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum of three permanent surface improvements. 5. Depths of various elements in relation to project datum. 6. Location of utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 1.4 SUBMISSION A. Accompany submittal with transmittal letter in duplicate containing: 1. Date. 2. Project title and number. 3. Contractor's names, address, and telephone number. 4. Index containing title and number of each Record Document. 5. Signature of Contractor or his authorized representative. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\General Reqs General Reqs. - 23 Ziegler Road / Kechter Road Roundabout Project ZIEGLER ROAD AND KECHTER ROAD ROUNDABOUT PROJECT The Colorado Division of Highways Standard Specifications for Road and Bridge Construction" (2005), except as revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, Larimer County Urban Area Street Standards, the Fort Collins — Loveland Water District and South Fort Collins Sanitation District Standards, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as minimum standards of compliance for this project. They are not included in the contract documents, but may be obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications. These project specifications, City Department specifications, and CDOT standard specifications are considered minimum standards for compliance on this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding sections shall govern. PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS SECTION PAGE 2810 IRRIGATION............................................................................................................ Technical Specs 2-10 2900 PLANTINGS............................................................................................................. Technical Specs 11-21 PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 1 Ziegler Road / Kechter Road Roundabout Project REVISION OF SECTION 2810 IRRIGATION PARTI—GENERAL 1.01 RELATED DOCUMENTS Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of all applicable licenses, permits, and fees including payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap. B. Coordination of Utility Locates ("Call Before You Dig"). C. Excavation, installation, and backfill of tap into municipal water line. D. Excavation, installation, and backfill of water meter and vault. E. Verification of existing static pressure. F. Maintenance period. G. Sleeving for irrigation pipe. 1.02 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Provision and connection of electrical power supply to the irrigation control system. 1.03 RELATED WORK 1.04 SUBMITTALS A. Deliver four (4) copies of all required submittals to the Owner's Representative within 15 days from the date of Notice to Proceed. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. B. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. C. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. D. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.11 for specific requirements). 1.05 RULES AND REGULATIONS A. Work and materials shall be in accordance with the latest edition of the National Electric Code the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. B. When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 2 Ziegler Road / Kechter Road Roundabout Project equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. 1.06 TESTING A. Notify the Owner's Representative three days in advance of testing. B. Pipelines jointed with solvent -welded PVC joints shall be allowed to cure at least 24 hours before testing. C. Subsections of mainline pipe may be tested independently, subject to the review of the Owner's Representative. D. Fumish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test: 1. Subject mainline pipe to a hydrostatic pressure of 150 PSI for two hours. Test with mainline components installed. A 2 PSI pressure variation is allowed. Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. 2. Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat the test until the pipe passes test. 3. Cement or caulking to seal leaks is prohibited. Operational Test: 1. Activate each remote control valve in sequence from controller. The Owner's Representative will visually observe operation, water application patterns, and leakage. 2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. 3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. 4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. 5. Repeat test(s) until each lateral pass all tests. 1.07 CONSTRUCTION REVIEW The purpose of on -site reviews by the Owner's Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owner's Representative as required by these specifications. B. Impromptu reviews may occur at any time during the project. C. Final review will occur at the completion of the irrigation system installation and Record (As -Built) Drawing submittal. 1.08 GUARANTEE / WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. A. For a period of one year from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven days of notification from the Owner's Representative. P:VStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs,- 3 Ziegler Road / Kechter Road Roundabout Project B. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. END OF PART 1 - GENERAL P:\.Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 4 Ziegler Road / Kechter Road Roundabout Project PART 2 -MATERIALS 2.01 QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.02 SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. 2.03 IRRIGATION TAP AND WATER METER A. Provide materials required by local codes for installation of the municipal water tap and associated piping. B. Provide materials required by local code for installation of the water meter and vault and associated piping. 2.04 SLEEVING A. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. B. Sleeving diameter: equal to twice that of the pipe or wiring bundle. 2.05 PIPE AND FITTINGS A. Mainline Pipe and Fittings: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard 131784, with an integral belled end. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. B. Lateral Pipe and Fittings: 1. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for'/4 inch pipe. Use PVC/compression line fttings compatible with the drip lateral pipe. Use tubing stakes to hold above- ground pipe in place. C. Specialized Pipe and Fittings: 1. Copper pipe: Use Type "K" rigid conforming to ASTM Standard 1388. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. 2. Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal (iron, galvanized steel, stainless steel). 3. Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 5 5. CLICK: "Most Current Set" to View the list of documents available for the project Jrder items by clicking the cart icon: Start Order Mort torrent Set " 1� 1'1 0 5 14 44 0OMourtam `QIssue Set --�Revi<ion ,.. --"— ... ev�r'i-1, 1 Revision 2 j - fT Issue Set 7/2912002 Architectural 24X36 LBW Q8-7 AL Issue Set 7f29/2002 Architectural 24X36 LBW �A=3 jy7 Revision 2/10/2004 Architectural 24X36 LBW Issue Set 7/29/2002 Architectural 24X36 LBW �A=S 4T Revisiun 1 11/12/2003 Architectural 24X36 LBW 6. CLICK: Sheet No. to view 7. CLICK: to add a specific document to your "Shopp 8 . CLICK: Start My Order l to place the order for printing 9. REGISTER -or- LOGIN 10. SELECT: Process -Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com g Cart" 07/2001 Section 00020 Page 4 Ziegler Road / Kechter Road Roundabout Project approved equal. Swing joints shall be rated at 315 psi, and use O-ring and street elbow construction. 4. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 80 threaded fittings. 5. Joint sealant: Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on metal threaded connections. 2.06 MAINLLINE COMPONENTS A. Main System Shutoff Valve: As per local practice and in compliance with local code. B. Winterization Assembly: As per local practice and in compliance with local code. C. Backflow Prevention Assembly: As presented in the installation details. D. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details. 2.07 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of/4- inch gravel for each assembly. B. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of gravel for each assembly. 2.08 CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. Rain Bird UNIK Battery -operated controller with one (1) field transmitter for the project, and one (1) control module for each remote control valve on the project. NOTE: This controller should only be used if there is no power source available. 2.09 OTHER COMPONENTS A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts indicated in the General Notes of the drawings. END OF PART 2 - MATERIALS PART 3 - EXECUTION 3.01 INSPECTIONS AND REVIEWS A. Site Inspections: 1. Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owner's Representative prior to beginning work. 2. Beginning work of this section implies acceptance of existing conditions. 3. Contractor will be held responsible for coordination between landscape and irrigation system installation. 4. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 6 Ziegler Road / Kechter Road Roundabout Project system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor's expense. B. Utility Locates ("Call Before You Dig"): 1. Arrange for and coordinate with local authorities the location of all underground utilities. 2. Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owner's Representative two days in advance of review. Modifications will be identified by the Owner's Representative at this review. 3.02 LAYOUT OF WORK A. Stake out the irrigation system. Items staked include: pipe, control valves, and isolation valves. B. Install all mainline pipe and mainline components inside of project property lines. 3.03 EXCAVATION, TRENCHING AND BACKFILLING A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): 1. 18-inch over mainline pipe. 2. 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone control valves. 3. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface. C. Backfill only after lines have been reviewed and tested. D. Excavated material is generally satisfactory for backfrll. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfrll. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. E. Backfill unsleeved pipe in either of the following manners: 1. Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. 2. Backfill the trench by depositing the backfrll material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. F. Enclose pipe beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfrll for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet long. Costs for such testing and any necessary retesting shall be bome by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. G. Dress backfrlled areas to original grade. Dispose of excess backfrll off site. H. Where utilities conflict with irrigation trenching and pipe work, contact the Owner's Representative for trench depth adjustments. 3.04 IRRIGATION TAP AND WATER METER A. Install the municipal water tap and associated piping materials in conformance with local regulations. B. Install the water meter and vault and associated piping in conformance with local regulations. P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 7 Ziegler Road / Kechter Road Roundabout Project 3.05 SLEEVING AND BORING A. Install sleeveing at a depth which permits the encased pipe to remain at the specified burial depth. B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled "x" at sleeve end locations. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.06 ASSEMBLING PIPE AND FITTINGS A. General: 1. Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. 2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. B. Mainline Pipe and Fittings: 1. Use only strap -type friction wrenches for threaded plastic pipe. 2. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. c. Snake pipe from side to side within the trench. 3. Fittings: The use of cross type fittings is not permitted. 4. UV Radiation Resistant Polyethylene Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing stakes spaced every five feet. 5. Fittings: The use of cross type fittings is not permitted. C. Specialized Pipe and Fittings: 1. Copper Pipe: a. Buff surfaces to be joined to a bright finish. Coat with solder flux. b. Solder so that a continuous bead shows around the joint circumference. 2. Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron- based metal (iron, galvanized steel, stainless steel) are joined. 3. Pre -fabricated double swing joints: Install per manufacturer's recommendations. 4. Low Density Polyethylene Hose: Install per manufacturer's recommendations. 5. PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Use only Teflon -type tape. c. When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. 6. Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to the male threads only. 3.07 INSTALLATION OF MAINLINE COMPONENTS A. Main System Shut Off Valve: Install where indicated on the drawings. B. Winterization Assembly: Install where indicated on the drawings. C. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable health codes. D. Quick Coupling Valve Assembly: Install where indicated on the drawings. P:\Street Oversizing\ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 8 Ziegler Road / Kechter Road Roundabout Project 3.08 INSTALLATION OF DRIP IRRIGAITON COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 1. Flush mainline pipe before installing RCV assembly. 2. Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. 3. Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. B. Drip Emitter Assembly: 1. Locate as shown on the drawings and installation details. 2. Flush lateral pipe before installing emitter assembly. 3. Cut emitter outlet distribution tubing square. 4. Use tools and techniques recommended by the manufacturer. C. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. 3.09 INSTALLATION OF CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1. Install battery -operated controller on underside of each remote control valve box cover with Velcro strapping. 2. Make wiring connection per manufacturer's recommendation. 3.10 INSTALLATION OF OTHER COMPONENTS A. Tools and Spare Parts: 1. Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, test equipment, and any other items indicated on the drawings. 2. Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the drawings. B. Other Materials: Install other materials or equipment shown on the drawings or installation details to be part of the irrigation system, even though such items may not have been referenced in these specifications. 3.11 PROJECT RECORD (AS -BUILT) DRAWINGS A. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as -built information is recorded. B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each sleeve end, and other irrigation components enclosed within a valve box. C. Prior to Final Review, purchase from the Owner's Representative a reproducible mylar copy of the drawings. Using technical drafting pen, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for the Final Review. 3.12 MAINTENANCE A. Upon completion of Final Review, maintain irrigation system for duration of 2 years. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable P:\Street Oversizing\ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 9 Ziegler Road / Kechter Road Roundabout Project application of water. B. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. 3.13 CLEAN-UP A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. END OF PART 3 —EXECUTION END OF IRRIGATION SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 10 Ziegler Road / Kechter Road Roundabout Project SECTION 2900 LANDSCAPE PLANTING PART1-GENERAL 1.01 RELATED DOCUMENTS The general provisions of the contract, including General and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section. 1.02 DESCRIPTION OF WORK A. Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to complete installation of the planting and guarantee as shown on the drawings and as specified herein. The work shall include, but not be limited to the following: 1. Procurement of all applicable licenses, permits, and fees. 2. Determination of utility locations prior to construction. 3. Site inspection. 4. Planting of trees, shrubs, perennials, and turf installation. 5. Soil Preparation and Fine Grading. 6. Staking and guying of trees. 7. Mulching of all trees and shrubs. 8. Cleanup, inspection, and approval. 9. Guarantee of all plantings. 10. Maintenance. 11. All work of every description mentioned in the Drawings and Specifications and/or Addenda thereto. B. Related Work Specified Under Other Sections: Consult all other Sections, determine the extent and character of related work, and properly coordinate work specified herein with that specified elsewhere to produce a finished, workmanlike installation. 1.03 PROTECTION OF EXISTING FEATURES A. Protect all existing site development including, but not limited to, existing buildings, equipment, underground utilities, walls, walks, roads, materials, trees, etc. Any existing site development damaged by willful or negligent acts of the Contractor, Sub -Contractor or any of the employees shall be replaced or repaired at no cost to the Owner and in a manner satisfactory to the Owner's Representative before project acceptance is given. B. The above provision applies to on -site damage as well as to that which may occur to adjacent properties. C. Until the project has been accepted, erect and maintain shoring, barricades, guards, warning lights and lights as necessary or required for the protection of the public, the work and the workers. 1.04 SUBMITTALS Submit duplicate samples and manufacturer's guaranteed analysis of the following items and such other materials as may be required by the Owner's Representative and obtain written approval there of before beginning fabrication or delivery of material to the project site. Finished work shall match approved samples. 1. Soil amendments and mulch materials. 2. Tree ties and guying materials. P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 11 Ziegler Road / Kecbter Road Roundabout Project 3. Fertilizers 1.05 ANALYTICAL TESTS Submit 2 copies of an analytical test, performed by certified soil laboratory, demonstrating compliance with these specifications for the composted manure and peat moss. 1.06 INSPECTIONS A. Pre -Planting Inspection: 1. All plant materials must be inspected at the place of growth and/or on the project site before planting commences. Plants shall be inspected for size, variety, condition, defects or injury. The Owner's Representative reserves the right to reject unsatisfactory plant material at any time during the work. 2. Notify the Owner's Representative of the source of material no later than 30 days after award of the contract. 3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by the Owner's Representative before they are used in planting operations. B. Planting Inspections: 1. Owner's Representative shall inspect the staked location of all trees prior to the planting of those trees. 2. Owner's Representative shall inspect container stock with said plants set on the ground at the proposed locations before digging commences. C. Pre -Maintenance Inspection: 1. As soon as all planting is completed, the Owner's Representative upon request of the Contractor will hold a planting review and preliminary inspection to determine the condition of the plantings. 2. The Contractor shall have all planting areas free of weeds and neatly cultivated. Irrigation systems shall be fully operational with all heads properly adjusted. All debris and litter shall be cleaned up and walkways, curbs and roads shall be cleared of all soil and debris. The inspection shall not occur until these conditions are met. 3. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the Contractor written notice of acceptance. 4. Work requiring corrective action in the judgment of the Owner's Representative shall be performed within ten (10) days. Corrective work and materials replacement shall be in accordance with the contract documents, and shall be made by the Contractor at no cost to the Owner. D. Final Inspection: l . At the completion of the two growing season maintenance period, the final inspection shall be performed. 2. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the Contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. 1.07 GUARANTEE A. Guarantee trees, shrubs, ground covers and other plant material to root, thrive and be free from defects from any cause for two years, from pre -maintenance inspection to finial approval by the owner. P:\.Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 12 Ziegler Road Kechter Road Roundabout Project B. Any trees or other plant materials that die back and lose the form and size originally specified shall be replaced, even though they have taken root and are growing after the dieback. Within 15 days of written notification by the Owner, remove and replace all guaranteed plant materials which, for any reason, fail to meet requirement of guarantee. Replacement planting for trees shall be done in the spring planting season only, except as approved otherwise. Replacements shall be made to same specifications required for original materials and shall carry the same guaranty from the time they are replaced. D. Plants shall be planted only when weather and soil conditions permit and in accordance with locally accepted practices, and as approved by the owner's representative. E. Trees shall be planted in same growing season as they were dug. END OF PART I - GENERAL PAStreet Oversizing\Ziegler Road Kecbter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs -13 Ziegler Road / Kechter Road Roundabout Project PART 2-PRODUCTS 2.01 TREES, SHRUBS, AND GROUND COVERS A. Quantities: Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, kinds, sizes, etc., specified. B. Nomenclatures: Plant names listed on Drawings conform to standardized plant names established by the American Joint Committee on Horticulture Nomenclature, except that for names not covered therein, the established custom of the nursery trade is followed. Quality: Plants shall be symmetrical and typical for species and variety. Plants shall be sound, healthy, vigorous, and free from disease and insect pests or their eggs. All plant material shall conform to the requirements of the Colorado Nursery Act of 1965, Title 35, Article 26, and CRS 1973. D. Digging, wrapping, and handling: Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape and future development after planting. E. Balled and burlapped plants: Shall be nursery grown stock adequately balled with firm, natural balls of soil in sizes and ratios conforming to the Colorado Nursery Act as cited above. Balls shall be firmly wrapped with non -treated burlap, secured with wire or jute. Broken balls will not be accepted. Ponderosa Pine may be collected with root ball sizes in conformance with the Colorado Nursery Act as cited above. Container grown plants: Shall have been nursery grown in containers and shall have sufficient roots to hold the entire soil mass together after container removal without being root -bound. G. Options as to method: If all other requirements are met, a balled and burlapped plant may be s substituted for a container grown plant. H. Plant protection: Plants shall be handled so that roots are adequately protected at all times from drying out and from other injury. Cover balls of balled plants, which cannot be planted within 24 hours from delivery, with mulch or other suitable material. Where possible, store plants in the shade. Keep all plant roots moist before, during, and after planning. I. Pruning: Trees shall not be pruned, except by City Forestry staff. Dead and broken shoots should be pruned out of woody shrub material. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval of the Owner's Representative. Proposals will be considered for use of nearest equivalent size or species and variety with the equitable adjustment to the Contract price. K. Trees dug and held over from a previous growing season will not be accepted for use. 2.02 SOIL AMENDMENTS/FERTILIZERS/MULCHES A. Topsoil: imported and on site topsoil (located in stockpile on site) for use in backfrll mix. Topsoil to be a mix of 75% topsoil and 25% composted manure mixed well prior to being placed in median and in parkway tree pits. Topsoil shall be free of all foreign material and screened and ground to eliminate clumps larger than V in diameter. Submit sample for approval to the City Forestry . B. Composted Manure: Composted dairy cow: Free from lumps, stones, or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Compost shall meet the following requirements. Submit analysis of all the requirements listed below. PAStreet Ziegler Road / Kecbter Road Roundabout Project C. Peat Moss for annuals and perennials: Free from lumps, stones or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. Shall contain no less than 60% organic matter by weight on an oven -dry basis. Submit analysis as required by 1.04. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size, Osmocote Sierrablend, 9 month slow release or industry equivalent. 2. Fertilizers for grass, shrub and tree planting shall be commercial type of uniform composition, free flowing, and conforming to the applicable State and Federal laws. Submit manufacturers guaranteed PAStreet Oversizing\ZMegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 15 Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director 07/2001 Section 00020 Page 5 Ziegler Road/ Kechter Road Roundabout Project analysis as required in 1.03. Guaranteed analysis shall be designed to conform to amendment requirements given in Part 3, "Execution." E. Mulch: 1. Bark Mulch: Cedar mulch must be approved by City Parks Division prior to installation. 2.03 SEEDING MATERIALS A. Grass Seed: 1. Seed shall be and have been tested for purity, germination and freedom from weeds with in 6 months of the date of contract. All seed shall be free of Poa annua, noxious weeds and shall not exceed 0.1 % crop seed. Unless other wise directed by the Owner/ Representative, seed germination shall equal or exceed 90% and a purity of 85%. B. Grass Seed Mixtures 1. 50% Kentucky Bluegrass Varieties will be decided and finalized Poa pratensis 80-85-0.0.50 based on soil testing results. 30% Chewings Red Fescue Festuca rubra var. 85 98 0.50 10% Perennial Ryegrass Lolium perenne 90 98 0.50 10%. Redtop Agrostis alba 85 92 1.00 C. Mulch 1. Seed Mulch: Wood cellulose fiber mulch, dyed green, Conwed "Hydro -Mulch 2000 Fiber" with tacifier, straws, or approved equal. 2. Hay or Straw: Grass hay or cereal grain straw should be uniformly spread at 2 tons per acre and mechanically crimped into the soil. 3. Erosion Control Fabric: 100% agricultural straw blanket with nonphotodegradable netting both sides similar to North American Green, 5150 or as otherwise specified. 2.04 MATERIALS FOR STAKING AND GUYING A. Stakes: Metal T-posts painted dark green or black. B. Ties: Fabric: Nylon canvas or rubberized cloth straps, 2" x length required. END OF PART 2 - PRODUCTS P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs -16 Ziegler Road / Kechter Road Roundabout Project PART 3-EXECUTION 3.01 GENERAL A. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. B. Dimensions: All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and quantities and immediately inform the Owner's Representative of any discrepancy between the drawings and/or specifications and actual conditions. C. Coordination: Coordinate work with other trades to insure proper sequencing of construction. 3.02 SOIL PREPARATION A. Grades have been established under work of another Section to within V, plus or minus, of required finished grades. Verify that grades are within 1" plus or minus, of required finished grades. Notify the Owner's Representative prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's Representative and do not proceed until the contaminated soil is removed and replaced. Soil contaminated by chemical herbicides in any planting areas shall be removed to a depth of 12" and replaced with clean herbicide -free topsoil. D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that excessive dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. 3.03 SOIL CONDITIONING MEDIANS & PARKWAYS A. Median areas shall be excavated below the base of the splash block 24" and then filled with the specified mix (2.02a). The subgrade will be scarified to a 6" depth parallel to the way the median runs, to allow for drainage and root movement. The specified topsoil and compost mix shall be thoroughly mixed prior to placement and filled to within 1 1/2" of the top edge of the splash block. The soil in the medians shall be graded to a level surface B. Parkways shall be toughly cultivated 8" deep breaking up all clods to 1" largest dimension or less. Compost shall be applied at 3cubic yards per 1000 square feet and toughly mixed in to the top 8" of the parkway soil. 3.04 FINE GRADING When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water settled, all planting areas should be smooth -graded, ready for placement of plant materials. A. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without abrupt changes. Minor adjustments of finish grades shall be made at the direction of the Owner's Representative, if required. B. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow -line grades shall be accurately set and shall not be less than 2% gradient wherever possible. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 17 Ziegler Road 1 Kechter Road Roundabout Project C. Shrub Areas: Finished grades shall be 1-1/2" below top of adjacent pavement, edging, curbs, or wall, unless otherwise indicated on the Drawings. D. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural -appearing transition between relatively level areas and slopes. 3.05 GROUND COVER, ANNUAL AND PERENNIAL BEDS Excavate areas to be planted with material smaller than 1-gallon size to a depth of six (8") inches and backfill with the following mix. I . 80% on -site topsoil by volume (from Owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill. The specified backfill materials shall be pre- mixed, then turned several times with a front end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than one (1") inch in diameter. Pre -mixed back -fill mix shall be inspected per 1.06A, "Pre -Planting Inspections." 3.06 SHRUB AND TREE PLANTING A. Planting Pits: I. Locate planting holes per planting plans bringing any conflict with. underground utility lines to the attention of the Owner's Representative. Locations for holes shall be according to 1.06B, "Planting Inspections." 2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide. 3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation. The bottom of the hole shall be loosened to a minimum depth of six (6") inches. Mix loosened soil with specified backfill to blend soil types. 4. Fill a random sample of holes with water as directed the City Forester and allow to drain completely. Contractor should notify City Forester if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. 5. Dispose of excavated soil off the site at no cost to the Owner. B. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix: 1. 75% on -site topsoil by volume (from Owner's stockpile) thoroughly mixed with 25% compost (2.02 A + B). C. Planting 1. General - Do not install plant materials until all construction work has been completed and sprinkler systems have been installed and tested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the Landscape Architect. 2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container plants by tops, stems, or trunks at any time. 3. Fertilize trees and shrubs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inches top of root ball as follows: 1 for 1-gallon containers, 3 for 5-gallon containers and 5 for balled and burlapped material. 4. Remove wire baskets from root balls. Untie and lay back burlap from root ball on balled and burlapped material. 5. Backfill entire hole with backfill mixture to grade and water thoroughly to eliminate all air pockets without packing the soil. Allow soil to settle from watering. Add backfill mixture as required. 6. Flatgrown plant material - Install plants at spacing indicated on the drawings. Plant in staggered rows, evenly spaced. Dig holes large enough to allow for spreading of roots. Place plants to root system lies free without doubling. Firm soil around roots to eliminate air pockets. Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area. P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs -18 Ziegler Road / Kechter Road Roundabout Project 3.07 MULCHING A. All planting beds, medians and parkway tree with 4' diameter grass free tree ring shall be mulched with a four (4") inch layer of cedar mulch. 3.08 TREE STAKING AND GUYING A. Double stake all trees. Set stakes in line with median or parkway. Leave straps loose enough to allow a minimum of 3" lateral movement. 3.09 SEEDING NEW LANDSCAPE A. Submit in accordance with the Federal Seed Act, seed vendor's certified statement for each grass seed mixture required, stating botanical and common name, percentage by weight, and percentage of purity, germination and weed seed for each grass seed species. Prior to turf construction assure irrigation system is fully operational and properly adjusted. C. Perform seeding work only at seasonal times, which will provide optimum growing conditions. Do not seed after September 15 nor before all frost is out of the ground. D. Seeding New Lawns 1. Seed shall be spread evenly at the rate of (specify rate/5-7 lbs for Blue, P. Rye, Fine Fescue- 7-9 lbs for tall Fescue.), when winds are calm, using a Brillion seeder or approve equal. If hydro mulch is specified, seed shall be applied separately, not mixed in the mulch. 2. Seed mulch shall consist of and applied at the rate of (To Be Determined At Time Of Seedin per 1000 ft. sq. Mulch shall be irrigated to settle and reduce blowing on the same day as it was applied. 3. Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage. 4. Sow lawn grass seed using mechanical drill type (Brillion) seeding machine for slopes 4:1 and flatter and for slopes steeper than 4:1 sow seed with hydroseeder. Distribute seed evenly over entire area by sowing equal quantity in two directions at right angles to each other. 5. If hydro mulch is required, apply seeds separately, mulch. Do not mix seed with mulch. 6. Sow native grass seed areas using hydraulic seeding equipment suited to conditions and capable of uniform sowing of seed and coverage of mulch. 7. For areas inaccessible to seeding machine or if its use is not required, rake seed lightly into top 0.125" of soil, roll lightly, and water with a fine spray. Cover with approximately 0.5" layer of peat mulch. 8. Protect against erosion by spreading specified lawn mulch hydraulically at rate of not less than 46 lbs. per 100 sq. ft. Apply within 24 hours of seeding. 9. Protect seeded slopes (greater than 2:1 vertical) against erosion with erosion control fabric or other methods acceptable to the Owner's/Representative. Secure netting with staples. 10. Install erosion control fabric around rotary pop-up heads in seeded areas in a 4'x4' square centered on each head. Pin or staple securely at comers. 11. Drill seeding (Brillion) is recommended if accessible. Slopes can be hydroseeded. Hydromulch: Wood cellulose fiber, dyed green, should be applied at 1500-2500#/Acre with organic tackifier (Alpha Plantago) at 150-200#/Acre or Conwed "Hydro -Mulch 2000 Fiber" at same rate. Material rates should be adjusted according to slope and erosion conditions. Hose work may be required in narrow areas, where there is a lot of landscape or seeding is adjacent to building. 3.10 TWO GROWING SEASON MAINTENANCE PERIOD A. Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work, during the progress of work, and for two (2) full growing seasons after pre maintenance inspection until final approval of all Contract work by the Owner. B. Scope: 1. New plantings. P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 19 Ziegler Road / Keebter Road Roundabout Project 2. Existing plantings within the construction area. 3. Continuous operations of watering, weeding, cultivating, mowing, trimming, edging, rolling, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal health, and attractive well maintained appearance. Weed Control: a. Apply appropriate herbicide(s) in accordance with manufacturer's suggested retail rate(s) to control weeds. Herbicide application must comply with all requirements herbicide/pesticide applicators license, including suitable warning/signing following application. Herbicide applications and chemicals to be used will be approved by the City Forester. Extreme caution must be used when applying herbicides near any tree, shrub or groundcover. b. Disease and Insect Control: Apply fungicides and insecticides as required to control diseases and insects. A licensed applicator must perform this work in accordance with state law requirements. c. Watering: Contractor shall be responsible for watering of landscape areas to insure performance under this Section. Apply the amount of water necessary to maintain plants in a healthy condition until the end of the two year warranty period. d. Protection: i) Provide sufficient barriers and signage notifying the public to keep off newly planted areas. ii) Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. Any damaged areas shall be repaired at no additional expense to the Owner. 4. Mow grass in sodded areas to maintain 2-to 3-inch height until final acceptance of project and turnover to City. Mow at a frequency that removes less than 1 /3 the length of grass blade at any one mowing. 5. Apply custom blend of fertilizer in split applications in early fall and late spring. Two-thirds of the nitrogen should be applied in the fall and one-third in the spring. 6. Planting Bed and Mulch Surface Maintenance Requirements a. Mulch all tree plantings four inches deep with cedar mulch, unless otherwise indicated on the Drawings. Adding mulch during maintenance period as directed by the city Forester. b. Remove all weed growth on a monthly basis, including those growing in cracks and curbs. 7. Maintenance for Trees and Shrubs a. Water all trees and shrubs to insure optimal growth and establishment during the two growing season maintenance period as required by this Section. New trees should receive two inches per week of irrigation during the first growing season applied over the root system. Normal turf irrigation is generally adequate (one inch per week) for the second growing season. Irrigation rates should be adequate for new trees' establishment even when that is greater than water demand for turf. It is the contractor's duty to determine and supply the water needs of trees and shrubs. b. Inspect new plantings on a regular basis. c. Remove tree wrap the next spring season after planting. d. Re -mulch trees on an annual basis to maintain a four -inch deep mulch cover. Maintain tree rings in turf zones as weed and grass free. e. Insect and disease levels shall be monitored and control measured implemented when necessary following IPM practices. Check with Assistant City Forester prior to implementing any control measures. f. Remove all tree stakes and guy wires from trees after the first full year of maintenance. g. Fertilizing: In addition to fertilizing of trees, shrubs, ground covers, and lawns herein specified, furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green, vigorous growing condition during the maintenance period. Do not over apply fertilizer. 8. Inspection: a. The Contractor shall notify the Owner's Representative prior to fertilizing, and spraying operations. b. The Owner's Representative shall perform periodic inspections during the growing season of the P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bld Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 20 Ziegler Road / Kechter Road Roundabout Project site with the Contractor to determine that maintenance is sufficient to insure a healthy condition of the landscape work. A final inspection will be held at the end of the two growing season maintenance period. c. The Landscape Contractor shall be available to meet on site with the Owner's Representative at any time within 24 hours notice during the construction, establishment, or maintenance period. d. Replacements: Immediately replace any plant materials that die or are damaged. Lawns that do not grow shall be resodded. Replacements shall be made to the Specifications as required for original plantings. 3.11 CLEAN UP A. Remove all cans, surplus materials, and other debris from site. Neatly dress and finish all planting areas. Flush walks, paved areas, and the like, clean to the satisfaction of the Owner's Representative. If needed storm drain inlets will be cleaned from debris flushed into the system from cleaning of the constructed area. B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage free from dust generated by the work of this contract. END OF PART 3 — EXECUTION END OF PLANTING P:\.Street Oversizing\Ziegler Road Kechter Road RoundaboutMd Docs\Construction Specs\Landscaping Specs Landscaping Technical Specs - 21 Ziegler Road / KechterRoad Roundabout Project ZIEGLER ROAD AND KECHTER ROAD ROUNDABOUT PROJECT The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (2005), except as revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, Larimer County Urban Area Street Standards, the Fort Collins — Loveland Water District and South Fort Collins Sanitation District Standards, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as minimum standards of compliance for this project. They are not included in the contract documents, but may be obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications. These project specifications, City Department specifications, and CDOT standard specifications are considered minimum standards for compliance on this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding sections shall govern. PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS SECTION 102 COST PLUS TIME BIDDING.................................................................................. Technical Specs 202 REMOVALS.............................................................................................................. Technical Specs 203 EXCAVATION AND EMBANKMENT................................................................... Technical Specs 208 EROSION CONTROL.............................................................................................. Technical Specs 210 RESET STRUCTURES............................................................................................. Technical Specs 304 AGGREGATE BASE COURSE................................................................................ Technical Specs 306 RECONDITIONING.................................................................................................. Technical Specs 307 FLY ASH SUBGRADE STABILIZATION.............................................................. Technical Specs 401 PLANT MIX PAVEMENTS - GENERAL................................................................ Technical Specs 403 HOT BITUMINOUS PAVEMENT........................................................................... Technical Specs 412 PORTLAND CEMENT CONCRETE PAVEMENT ................................................. Technical Specs 506 RIPRAP..................................................................................................................... Technical Specs 603 CULVERTS AND SEWERS.................................................................................... Technical Specs 604 MANHOLES, INLETS AND METER VAULTS ...................................................... Technical Specs 607 FENCES.................................................................................................................... Technical Specs 608 SIDEWALKS AND DECORATIVE CROSSWALKS ............................................. Technical Specs 609 CURB AND GUTTER............................................................................................... Technical Specs Pd,Street Oversizing\Ztegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 1 PAGE 3 4-6 7-9 10 11 - 13 14 15 16 - 19 20 - 25 26 — 29 30-31 32 - 33 34 35 - 36 37 38 - 39 40 Ziegler Road / KechterRoad Roundabout Project 619 WATER LINES........................................................................................................ Technical Specs 41 - 42 630 TRAFFIC CONTROL DEVICES (Contractor Supplied) ........................................ Technical Specs 43 - 46 PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 2 Ziegler Road ( KechterRoad Roundabout Project REVISION OF SECTION 102 COST PLUS TIME BIDDING (A + B) Section 102 of the Standard Specifications is hereby revised for this project as follows: Add subsection 102.11 as follows: 102.11 Cost Plus Time Bidding (A + B). A special bidding procedure will be used to determine the successful bidder for this project. This procedure takes into account the price offerings from the bidder and the time the bidder intends to take to substantially complete the work. The work is substantially complete when: (1) all work requiring lane or shoulder closures or other traffic obstructions is complete; (2) traffic is following the lane arrangement shown on the plans for the finished roadway; (3) all pavement construction, joint sealing, and shoulder embankment is complete; (4) traffic control devices and pavement markings are in their final positions; (5) all pedestrian sidewalks and decorative crosswalks within the right-of-way are completed; and (6) all median work (hardscaping, topsoil and fabric) is completed. Work that does not conform to the Contract will not be accepted as substantially complete. Acceptance of the work as substantially complete will be determined in accordance with subsection 105.16(b). (a) Preparation of Proposal. The bidder shall establish the number of calendar days that will be required to substantially complete the work. The calendar day number shall be included in the bid proposal. This calendar day number multiplied by the daily cost shall be added to the total amount bid for the work items. The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B x (the daily cost) = Contractor's bid for evaluation of the lowest successful bidder Where: A = Contractor's total bid for the work items B = Number of Calendar days required to substantially complete the work. Daily cost for this project = S2,072.00 The above formula will be used solely for the purpose of determining the lowest successful bidder and will have no effect on the actual total bid cost for completing the work. (b) Early Completion of the Work Incentive. If the Contractor substantially completes the work in less than the total number of days bid, an incentive will be paid to the Contractor. This incentive (I) will equal the number of calendar days bid (B) minus the actual number of calendar days required to substantially complete the work (C) multiplied by the daily cost. I = (B — C) x (the daily cost) The maximum incentive is limited to five percent of the Contractor's total bid for the work items (0.05 x A). (c) Late Completion of the Work Disincentive. If the number of calendar days required to substantially complete the work is in excess of the total number of calendar days bid, a disincentive will be deducted from payments made to the Contractor. This disincentive (D) will equal the actual number of calendar days required to substantially complete the work (C) minus the number of calendar days bid (B) multiplied by the daily cost. D = (C — B) x (the daily cost) END OF SECTION P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Tecbnical Specs Technical Specs - 3 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 202 REMOVALS Section 202 of the Standard Specifications is hereby revised for this project as follows Subsection 202.01 is revised to include the following: The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, crosspans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and the Engineer. Subsection 202.02 is revised to include the following: Remove Pip (RCP, CMP, PVC) - The Contractor shall remove all (clay tile, concrete, PVC, ductile, corrugated metal, steel) pipes according to the construction drawings or as directed by the Engineer. All trenches will be backfilled to City of Fort Collins specifications to 95% compaction. All areas must be graded according to Engineers direction and all pipe removed is to be the property of the Contractor. Remove Concrete Irrigation Structures and Inlet - The Contractor shall remove the concrete irrigation devices indicated on the plans and the drainage inlet indicated in the proposed roundabout curb area. All labor equipment, material, disposal and compaction of the excavated area to 95% must be included in the price. Remove Concrete Headwalls — The existing irrigation ditch has a field entrance in the removal area. The Contractor shall include all labor, equipment and material in the cost of the removal of the north and south concrete headwalls and the excavation necessary to complete the work. The pipe will be paid for in its own unit. Pulverize Concrete Intersection (In Place) — The equipment used shall be a drop hammer with 1,000 -8,000 foot pounds of energy with cycle rate of 30-35 impacts per minute, self propelled or pulled behind a tractor. A "Rubblizing or Reclaimer" will be used or an equal method approved by the City of Fort Collins. The intent of this method is to allow fill to be placed on the broken concrete as a sub -grade. All labor, equipment, supervision and mobilization shall be included in the cost of this unit. Remove Pulverized Concrete (located under landscaped median) — The removal area is enclosed in the planted area of the center roundabout median (approximately 277 SY) or as directed by the Engineer. All equipment, labor, staking, disposal and supervision must be included in the cost. The material will become the property of the Contractor. Remove Sidewalk Chase and Concrete Run-down — This work includes: removing the sidewalk chase and concrete run-down according to the plans, the backfill and 90% compaction, and the disposal of the materials. Any damage to the existing fence shall be repaired by the Contractor at own expense to equal or better condition. Remove Asphalt Pavement Full Depth (Approximately 7" —10") and Stockpile — The intent is to remove the asphalt and leave it in place for traffic to drive on, then transfer to a stockpile area designated by the City of Fort Collins. The material will then be used in the sub -grade in the roundabout combined with additional road base imported to obtain the proposed sub -grade elevations. Remove and Replace Existing Wood Fence — The Contractor shall use extreme care when removing and replacing the wood fence for the stormwater features to be installed. Any damage to the brick pillars or wooden fencing will be replaced by the Contractor at his or her own expense to equal or better condition. Clean Culvert — The Contractor shall include all labor and equipment necessary to clean the sediment out of the existing irrigation pipe in Ziegler Road marked for removal. The existing 29" x 45" HERCP will NOT be removed, but cleaned and joints grouted where needed and used in the design to transfer irrigation water into the plan set irrigation system. Cap Existing Irrigation System — The Contractor will dig and locate wires labeling each wire and cutting the pipe and capping it. The Contractor will be responsible for marking the end of all capped lines and wires. The Contractor will place a reference stake that will be protected through construction and provide information to the landscape Contractor. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 4 SECTION 00100 INSTRUCTIONS TO BIDDERS Ziegler Road / KechterRoad Roundabout Project The Contractor Shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal by the Engineer. All such removals will be measured in the field and quantities agreed to by the Contractor and the Engineer. Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line. Pieces of concrete which, due to the Contractor's operations, crack or break beyond the limits of construction shall be saw -cut, or removed to the nearest joint, and removed and replaced at the Contractor's expense. The limit of the repair will be determined by the Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be considered incidental to the work and shall not be paid for separately under this item. Removal of concrete, asphalt and/or obstructions as described in section 202.01 beyond the limits designated b y the Engineer will be the responsibility of the Contractor and will not be paid for under this section. Disposal Site - Materials designated for removal shall become property of the Contractor, unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to obtain disposal sites for all unusable material, which is removed. Subsection 202.12 is revised to include the following: The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be compensated for materials that were not measured by the Engineer. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 202-01 Remove Pipe (RCP, CMP, PVC) —(LF) 202-02 Remove Concrete Irrigation Structures and Inlet — (EA) 202-03 Remove Concrete Headwalls — (EA) 202-04 Remove Concrete Irrigation Ditch — (LF) 202-05 Pulverize Concrete Intersection (In Place) — (SY) 202-06 Remove Pulverized Concrete (located under landscaped center median) — (SY) 202-07 Remove Vertical Curb and Gutter — (LF) 202-08 Remove Concrete Radius and Spandrels — (SF) 202-09 Remove Sidewalk — (SF) 202-10 Remove Sidewalk Chase and Concrete Run -Down — (LS) 202-11 Rotomill Asphalt Pavement —Full Depth (Approximately 7" — 10") and Stockpile — (SY) 202-12 Rotomill Asphalt Pavement (2" Depth) — (SY) 202-13 Saw Cut Asphalt or Concrete — (LF) 202-14 Remove 19" x 30" HERCP FES — (EA) 202-15 Remove Rip Rap — (SY) P:\.Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 5 Ziegler Road / KechterRoad Roundabout Project 202-16 Remove Barbed Wire Fence — (LF) 202-17 Remove and Replace Existing Wood Fence — (EA) 202-18 Clean Culvert — (EA) 202-19 Remove and Relocate Gate Posts — (LS) 202-20 Remove Existing Trees, Shrubs, and Landscape Treatment — (LS) 202-21 Rotomill 2" Asphalt from Ziegler Rd centerline Sta. 36+46 to 44+97 (existing seam to lip of gutter) — (SY) 202-22 Removal of Asphalt prior to installation of waterline from Ziegler Rd centerline Sta. 44+97 to 50+50 — (TON) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removals and rotomilling, including excavation, backfill, haul and disposal, as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 6 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows Subsection 203.01 is revised to include the following: Clear and Grub — This work will consist of removing topsoil and concrete debris in the existing irrigation ditches, and weeds from rip rap areas that can not be accessed by a motor grader. Along with all various steel posts and trash in the planned construction area. Unclassified Excavation - This shall consist of excavation of all materials on the site to final grades, excluding the bid items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be placed as embankment and compacted, to final grades, as specified in Section 203.07. The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity. Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing Class 1 or 2 Structural Backfill, Pit Run or an approved fill, re -compacting material to finish grade, and haul and disposal. of unsuitable material. NOTE: Muck -excavation of material from rain or weather damage or dewatering pump failure will not be paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. Borrow - ABC (Class 5 or 6) - (Complete in Place) - This shall include supplying, placing, and compacting aggregate base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the Engineer and may be used under sidewalks. Borrow Suitable Fill Material — The Contractor will supply a source of material that will be acceptable to the geotechnical testing firm that will be placed in the roadway or parkway in case of a shortage of on site fill material. Topsoil - (Stripping, Stockpiling, Placing) 6" Depth — All areas that have suitable topsoil material shall be stripped to a depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb areas, and other designated areas. This item shall be paid according to plan quantity. Topsoil — Import Planting Area @ Center Median of the Roundabout — This work shall consist of supplying topsoil suitable to plant landscape items. The material must be approved by the City of Fort Collins Parks Department. All labor, equipment, and material used to construct this item shall be included in the price of the unit. Median Hardscape Shaping (Complete in Place)— The areas in the medians beneath the exposed aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer. These areas shall be backfilled in lifts not to exceed six inches (6") and compacted with a plate compactor or as directed by the Engineer. This item will not be paid for as Embankment. This item will be measured in the field and will be paid for by the square foot. Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the Contractor. All related work, including excavation, backfilling, shoring, labor and number of hours will not be measured and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 7 Ziegler Road / KechterRoad Roundabout Project Flowfrll Section Over Shallow Utilities — This work shall consist of the removal of soil above an existing utility, after subgrade elevation has been achieved, one foot (1') deep and three feet (3') wide. This excavated area that can not be treated with flyash, will be filled with flowable fill to the top of subgade to protect the existing utility. All related work, material and equipment will not be measured and paid for separately, but shall be included in the work. This work shall be measured and paid for by the linear foot. Import Screened Topsoil (3") — Parkway Areas — This shall include supplying, hauling, placing, and grading screened topsoil between the new curb and gutter and sidewalk, and/or as directed by the Engineer of this project. This material shall be placed and graded on the surface for the future seeding and landscaping (by others). This item will be measured in the field and paid for by the cubic yard. This item will not be paid for as Embankment. Transport and Compact in Place Reclaimed Asphalt from Stockpile — This shall include the labor, equipment, watering, rolling or compaction needed to transport from the stockpile location and then install the reclaimed base to a 95% compaction under the proposed concrete pavement area. These items will not be paid separately under items in section 202, 210, 603, or 604. Embankment and sub -grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85% of maximum density at/or near optimum moisture. Excavation and Embankment will only be paid when a significant change in grade is required, as detemmned by the Engineer. Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under this section. If unsuitable sub -grade is encountered and the Engineer directs the Contractor to over excavate the material, the Contractor shall use Aggregate Base Courses (Class 5 or 6), Class 1 or 2 Structural Backfill, Pit Run or an approved fill to backfill the over excavated area if there is not any acceptable material onsite. This Work will not be paid for separately but will be paid under the Muck Excavation item. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11. After specified compaction has been obtained, the sub -grade under the curb, gutter, sidewalk, and pavement shall be proof -rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal. Those areas which produce a rut depth of over one-half (1/2) inch or which crack the sub -grade after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and re -compacted to the requirements for density and moisture at the Contractor's expense. Where unsuitable material is encountered, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade with approved material. The completed sub -grade shall be proof -rolled again after placement of approved material. This will be paid for at the contract unit price for Muck Excavation. The Contractor shall refer to the plans for re -grading information. This work shall include all excavation, embankment, and grading required to prepare these sites for landscaping. Subsection 203.04 is revised to include the following: The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified. Variation from the sub -grade plan elevations specified shall not be more than 0.08 feet. P:\Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 8 Ziegler Road / KechterRoad Roundabout Project Subsection 203.13 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 203-01 Clearing and Grubbing — (LS) 203-02 Remove Existing Sod — (SF) 203-03 Unclassified Excavation — (CY) 203-04 Embankment — (CY) 203-05 Muck Excavation (CIP) - (CY) 203-06 Borrow ABC (C15 or 6) — (TON) 203-07 Borrow Suitable Fill Material — (CY) 203-08 Topsoil —(Stripping & Stockpiling) — 6" Depth — (CY) 203-09 Topsoil Placement in Planting Area @ Center Median of the Roundabout — (CY) 203-10 Topsoil Placement @ Back of Walk to Easement Lines — (CY) 203-11 Median Hardscape Shaping - CIP — (SF) 203-12 Potholing — (LS) 203-13 Import Screened Topsoil (3") in Parkway Areas — (CY) 203-14 Transport and Compact in Place Reclaimed Asphalt from Stockpile — (SY) 203-15 Swale Grading/Shaping/Blue Tops — (LF) 203-16 Remove/Replace Unsuitable trench backfill (Sta. 36+96 to 45+06) assuming 3' depth x 2' width — (CY) 203-17 Remove/Replace Unsuitable trench backfill (Sta. 45+06 to 56+51) assuming 3' depth x 2' width — (CY) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Unclassified Excavation, Embankment, Haul & Dispose, Topsoil (stripping, stockpiling, placing), Muck Excavation, Borrow ABC and Median Hardscape Shaping, including without limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading, and disposal of unusable materials, as shown on the plans and as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing�Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 9 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: Subsection 208.05 is revised to include the following: All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. This item will be paid for as a lump sum price to the Contractor. Subsection 208.07 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 208-01 Erosion Control — (LS) The above prices and payments shall include full compensation for famishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 10 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows Subsection 210.10 is revised to include the following: Work contained in this Subsection shall meet the requirements of the current City of Fort Collins and Fort Collins - Loveland Water District Utilities Standard Construction Specifications or other applicable water utility agency standard construction specifications. The Contractor shall cooperate and coordinate with the City Water Utilities Department, Fort Collins -Loveland Water District and South Fort Collins Sanitation District or other applicable water utility when shutting off water to minimize downtime to customers. The Contractor shall also coordinate work involving the relocation of fire hydrants, water meters, curb stops, and water valves, and lowering water and sewer service lines, and water lines. The Contractor shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility, and these materials shall be included in the costs of each item. This shall include, but not be limited to; new copper line and fittings, new stop boxes, meter pits, excavation, backfill and compaction. New copper fittings, stop boxes, and meter pits will be required at each location. All structures located in bituminous pavements to be surfaced shall be adjusted prior to, or during paving operations All structures located within a concrete pavement shall be adjusted prior to pouring the concrete pavement section. The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. The adjustments shall be made as noted below. All structures shall be adjusted to be'/d', (+/-) Yg" below the pavement surface. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low) or the structure was covered and not adjusted after the paving operation, written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within 5 working days. In the event that the structure is not adjusted within said time frame; the Engineer shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous base material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic. This will be paid for under the bid item for Asphalt Patching. Adjust Manhole Ring/Cover — Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (1') larger than the structure (centered on the structure). This shall be done by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. NOTE. All manholes shall be raised through the top lift. When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic shall be replaced. This item will be paid under Adjust Manhole Ring/Cover — (EA). Modify Manhole - Manholes located within existing asphalt pavement or sub -grade shall be adjusted by removing an area of pavement or sub -grade with a minimum diameter two foot (2') larger than the structure (centered on the structure). All OSHA shoring is the responsibility of the Contractor. This shall be done by cutting vertical edges in the pavement, if required, and excavating below the ground surface to the required barrel seam needed to start the P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 11 Ziegler Road / KechterRoad Roundabout Project adjustment. The cone section shall be removed and additional sections added or removed to obtain the plan finished elevation. All manhole sections shall be cleaned and an approved gasket material applied prior to reassembly. This work shall be done in accordance with the City of Fort Collins Standard Construction Specification and/or the South Fort Collins Sanitation District Specifications for Sewer Mains. The excavation shall be backfilled with on -site material and shall be mechanically compacted or Flowable Fill used if directed by the Engineer. This item will be paid under Modify Manhole — (EA). Flowable Fill will be paid under Section 608. Adjust Valve Box — Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement around the valve box, adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper grade or if the top section of the valve box is in poor condition, the Contractor shall excavate around the top section of the valve box and remove and replace the top section with a longer section supplied by the Contractor. The excavation shall then be back filled with Non -Shrink [lowfill to the top of sub -grade, and then, material ofthe same grade and quality as the adjacent pavement shall be placed. The Contractor shall exercise reasonable care while attempting to adjust the valve boxes.. If, in the opinion of the Engineer, the Contractor is negligent and breaks the valve box, the valve box shall be replaced at the Contractor's expense. This item will be paid under Adjust Valve Box — (EA). Modify Valve Box — Valve boxes located within existing asphalt pavement or sub -grade shall be adjusted by removing an area of pavement or sub -grade with a minimum diameter of two foot (2') larger than the structure (centered on the structure). This shall be done by cutting vertical edges in the pavement, if required, and excavating below the ground surface to the valve box section needed to start the adjustment. The top section shall be removed and additional sections added or removed to obtain the planned finished elevation. All valve box sections shall be done in accordance with the City of Fort Collins Standard Construction Specifications and / or the City of Fort Collins — Loveland Water District Specifications for water mains. The excavation shall be flowfilled. This item will be paid for under modify valve box — (EA). Flowable fill will be paid for under section 608. Adjust Existing Fire Hydrant to Proposed Grade — This work consists of placing a 12" fire hydrant extension on the existing fire hydrant on Ziegler per plan drawings. All work to conform to the Fort Collins — Loveland Water District Specifications. All labor, material and supervision to be included into the unit price. Add Valve Extension Keys to the Existing Water Valves — The Contractor will have to excavate to the water valve in the roundabout area and place a steel nut extension per the Fort Collins — Loveland Water District Specifications and new water valve box to the finish design grade of the planted area in the construction drawings. All labor, equipment, backfill and materials to be included in the unit price. Expose Existing CMP — Remove 15' of CMP — This work shall consist of exposing the existing corrugated metal pipe in the concrete intersection in the area of the new planting. The pipe which is very shallow will have a 15 foot section cut out. The intent is to use the existing pipe as a carrier pipe for new conduit. Equipment, labor, and materials to do this work must be included in the unit cost. Expose Existing CMP — Remove 3' Top of Pipe — This work shall consist of exposing the existing corrugated metal pipe in the roundabout area. The top of pipe must be cut out and then filled with flowable fill or grout mix after the PVC sleeve is installed. It is assumed htat a hole every 20 feet will be sufficient to obtain the complete inside encasement. Insert 12" SDR-35 Sewer Pipe in Existing CMP — The Contractor will be required to install 12" PVC sewer in the existing corrugated metal pipe to the north-east and south-west starting at the center of the new roundabout. Once the 12" pipe is installed a group of 4" and 6" conduits will be installed for fixture lines. Adjust Sprinkler Box/Cap Existing/Modify Irrigation System — The Contractor will dig and locate wires labeling PAStreet Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 12 Ziegler Road / KechterRoad Roundabout Project each wire and cutting the pipe and capping it. The Contractor will be responsible for marking the end of all capped lines and wires. The Contractor will place a reference stake that will be protected through construction and provide information to the Landscape Contractor. Subsection 210.13 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by ( ). 210-01 Adjust Manhole Ring/Cover—(EA) 210-02 Modify Manhole — (EA) 210-03 Adjust Valve Box — (EA) 210-04 Modify Valve Box — (EA) 210-05 Adjust Existing Fire Hydrant to Proposed Grade — (EA) 210-06 Add Valve Extension Keys to Existing Water Valve — (EA) 210-07 Raise City of Fort Collins Light and Power Electric Vault Manhole Cover to Paving Grade — (EA) 210-08 Expose Existing CMP — Remove 15' of CMP — (EA) 210-09 Expose Existing CMP — Remove 3' Top of Pipe — (EA) 210-10 Insert 12" SDR-35 Sewer Pipe in Existing CMP — (LF) 210-11 Adjust Sprinkler Box/Cap Existing/Modify Irrigation System — (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the Work involved in adjusting structures, complete -in -place, including non -shrink backfrll, concrete, metal shims, bituminous materials, haul and disposal, excavation, bedding material, backfill, and compaction as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs -13 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows Subsection 304.01 is revised to include the following: This work shall consist of placing 6' of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub - grade approved by the Engineer. Aggregate Base Course will be used under the asphalt pavement section and shall meet the requirements of Subsection 703.03. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11 Subsection 304.06 is revised to include the following: Aggregate Base Course shall be compacted to at least 95% of maximum density at or near optimum moisture as determined by ASTM D698. Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be adjusted accordingly if the moisture content is too high. Haul and water necessary to bring mixture to optimum moisture will not be measured or paid for separately, but shall be included in the price for Aggregate Base Course. Load tickets shall be consecutively numbered for each day. Soil sterilization shall be applied under all new asphalt pavine and shall be considered incidental to the work. Sterilization shall not be paid for separately under this item. Subsection 304.08 is revised to include the following: The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 304-01 Aggregate Base Course — (Class 5 or 6) - 6" Depth — (CIP) — (TON) 304-02 Aggregate Base Course Patch Placement — (Class 5 or 6) — 6" Depth — (CIP) — (TON) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Aggregate Base Course including haul, sterilization, and water. The work will be complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:1.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Tecbnical Specs Technical Specs - 14 III. Changes to the Bid Schedule: ( REVISED BID SCHEDULE ATTACHED) The following changes will be reflected on the attached bid schedule: 1) 203-14 Transport and Compact in Place Reclaimed Asphalt from Stockpile — 2751 SY Change to: 2751 CY 2) 619-01 Relocate Existing Water Valve (per FCLWD Specifications) — 2 EA Change to: 619-01 Abandon Existing FCLWD Water Valves (cut out valves and put solid sleeves to replace) — 2 EA 3) 619-16 24" Plug with Thrust Block, Mark end of waterline Construction — 1 LS Change to: 619-16 24"x6" Reducer with Fire Hydrant and Thrust Block, Mark End of Waterline Construction — 1 LS 4) 630-03 Message Boards (7 Boards) — 20 DAY Change to: 630-03 Message Boards (4 Boards) —14 DAY 5) A = Total Construction Cost (Base Bid) (Lemay Avenue, Landscaping, and Misc. Quantities) Change to: A = Total Construction Cost (Base Bid) (Ziegler Road and Kechter Road Roundabout, FCLWD 24" Waterline, Landscaping, and Misc. Quantities) If you have any questions regarding this addendum, contact John D. Stephen, CPPO, CPPB, Senior Buyer (970) 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort 12/03 Section 00100 Page 1 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows Subsection 306.02 is revised to include the following: The top 8" of the sub -grade including fill areas (curb, gutter and sidewalk areas) shall be reconditioned by scarifying and re -compacting. The sub -grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0.04 foot under asphalt or concrete pavement or 0.08 foot under aggregate base course. The surface shall be tested prior to application of any base course or pavement. All defective work shall be corrected as directed by the Engineer. The surface shall be protected and maintained until base course or pavement has been placed. if the Contractor chooses to use road base as a fine grading material or a material to mitigate over excavated or rain damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work. The Contractor shall be paid for reconditioning, if reconditioning has been attempted, and muck excavation in the event that unsuitable material is encountered and removed at the direction of the Engineer. It shall be at the Engineer's discretion to determine if the Contractor has made a sufficient effort to control the moisture in the sub -grade material and made a reasonable effort to recondition the sub -grade. Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to the work. Sterilization shall not be paid for separately under this item. _. This item (Reconditioning) will not be necessary or paid for in flvash stabilized areas. Subsection 306.04 is revised to include the following: The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 306-01 Reconditioning (8") - (SY) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Reconditioning, complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 15 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 307 FLYASH SUBGRADE STABILIZATION Section 307 of the Standard Specifications is revised as follows: This item shall consist of treating the sub -grade, from back of curb to back of curb, adding Class "C" flyash, mixing and compacting of the mixed material to the required depth and density. This item applies to natural ground or embankment and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. MATERIALS A. Flyash - The flyash shall meet ASTM Specification 618, Section 3.2, when sampled and tested in accordance with Sections 4, 6, and 8 unless otherwise shown on the plans. Flyash shall be Class C designation containing a minimum of 25 percent CaO. B. Water - The water used in the stabilized mixture shall be clean, clear, and free of sewage, vegetable matter, oil, acid, and alkali. Water known to be potable may be used without testing. All other sources shall be tested in accordance with AASHTO T-26 and approved by the Materials Engineer. EQUIPMENT A. The machinery, tools and equipment necessary for proper prosecution of the Work shall be on the project site and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. B. Flyash shall be stored and handled in closed weatherproof containers until immediately before distribution on the road. If storage bins are used, they shall be completely enclosed. C. If flyash is furnished in trucks, each truck shall have the weight of flyash certified on public scales or the Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the Engineer. D. All sheep foot compactors shall have all cleaner bars in working condition. E. At the direction of the on -site Engineer a water truck will be on site to support finish and tilling operation. CONSTRUCTION METHODS A. General It is the primary purpose of this specification to secure a completed course of treated material that contains the following: 1. Uniform flyash/soil mixture with no loose or segregated areas; 2. Uniform density and moisture content 3. Is well bound for its full depth 4. A smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient quantity of material to achieve full depth as shown on plans; to use the proper amounts of flyash; to maintain the work; and to rework the courses as necessary to meet the above requirements at no additional cost. Before other construction operations are initiated, the sub grade shall be graded and shaped to enable the flyash treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs -16 Ziegler Road / KechterRoad Roundabout Project Unsuitable soil or materials shall be removed and replaced with acceptable material. The sub -grade shall be firm and able to support, without displacement, the construction equipment and the compaction hereinafter specified. Soft or yielding sub -grade shall be corrected and made stable by scarifying, adding flyash, and compacting until it is of uniform stability. If the Contractor elects to use a trimming machine that will remove the sub -grade material accurately to the secondary grade, he will not be required to expose the secondary grade or windrow the material. However, the Contractor shall be required to roll the sub -grade, as directed by the Engineer, before using the trimming machine and correcting any soft areas that this rolling may reveal. This method will be permitted only where a machine is provided which will ensure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a smooth surface over the entire width of the cut. The machine shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth. B. Application The flyash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans and as directed by the Engineer. A motor grader shall not be used to spread the flyash. The flyash shall be distributed at a uniform rate and in such manner as to reduce the scattering of fly sh by wind to a minimum. Flyash shall not be applied when wind conditions, in the opinion of the Engineer, are such that blowing flyash becomes objectionable to traffic or adjacent property owners. During final mixing, water shall be added to the materials as directed by the Engineer, until the proper moisture content has been secured. Water shall be added through the pulverizing machine or method acceptable to the Engineer to develop a uniform, controlled rate addition of the needed moisture. Initial mixing after the addition of flyash will be accomplished dry or with a minimum of water to prevent flyash balls. Final moisture content of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than two percent nor by less than the optimum by more than four percent. Should the natural moisture content of the soil be above the specified range, aeration of the soil may be required prior to addition of the flyash. C. Mixing The soil and flyash shall be thoroughly mixed by approved rotary mixers or other approved equipment, and the mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of soil and flyash is obtained, free from all clods or lumps. Water required to achieve the specified moisture content for the mixture should be added after initial mixing. If the soil flyash mixture contains clods, they shall be reduced in size by raking, blading, disking, harrowing, scarifying or the use of other approved pulverization methods so that when all non -slaking aggregates retained on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested at the field moisture condition or dry by laboratory sieves: Minimum Passing: I inch sieve 100 percent Minimum Passing: No. 4 sieve 60 percent D. Compaction Compaction of the mixture shall begin immediately after mixing of the flyash and be completed within one hour following addition of flyash and water. The material shall be sprinkled as necessary to maintain the optimum moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to a specified density. All non -uniform (too wet, too dry or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected, adding or removing material as required and reshaping the re -compacting by sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from P:\.Street OversWng\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs -17 Ziegler Road / KechterRoad Roundabout Project undulations and ruts, until other work is placed thereon or the work is accepted. The stabilized section shall be compacted to the extent necessary to provide the density specified below: Description For flyash treated sub -grade, existing sub -base Not less than 95 percent maximum pry density (ASTM or existing base that will receive subsequent D-698) sub -base or base courses For flyash treated sub -base or base that will Not less than 95 percent maximum dry density receive surface course (ASTM D-698) In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, the Engineer will make tests as necessary. If the material fails to meet the density requirements, the Engineer may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section. Throughout this entire operation, the shape of the course shall be maintained with a blade, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades. Grading should be terminated within two hours after blending of the flyash. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course is placed or the work is accepted, it shall be reprocessed, re -compacted and refinished at the sole expense of the Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of flyash. E. Finishing, Curing and Preparation for Surfacing After the final course of the treated sub -grade, sub -base or base has been compacted; it shall be brought the required lines and grades in accordance with the typical sections. The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned" or "tight bladed" by a power grader to a depth of approximately 3 inch, removing all loosened stabilized material from the section. Re -compaction of the loose material should not be attempted. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with the fat wheel roller shall be made immediately after the "clipping" operation. When directed by the Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface, free of surface compaction plans, is produced. The moisture content of the surface material must be maintained within the specified range during all finishing operations. Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two hours, a smooth, closely knit surface, free of cracks, ridges or loose material conforming to the crown, grade and line shown on the plans. 2. After the flyash treated course has been finished as specified herein, the surface shall be protected against rapid drying by either of the following curing methods for a period of not less than three days or until the surface or subsequent courses are placed: (a) Maintain a thorough and continuously moist condition by sprinkling. (b) Apply a two-inch layer of earth on the completed course and maintain in a moist condition. (c) Apply an asphalt membrane to the treated course, immediately after same is completed. The quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely cover and seal the total surface of the base between crown lines and all voids. If the Contractor elects to use this method, it shall be the responsibility of the Contractor to protect the asphalt membrane from being picked up by traffic by either sanding or dusting the surface of same. The asphalt membrane may remain in place when the proposed surface or other base courses are placed. Asphaltic emulsions are not acceptable for the asphaltic membrane. PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Tecbnical Specs Technical Specs - 18 Ziegler Road / KechterRoad Roundabout Project METHOD OF MEASUREMENT Flyash Sub -grade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid for at the contract unit price per square yard. NOTE: The square yards of Flyash Sub -grade Stabilization is an estimate only based on the soils report and general knowledge of the soil conditions in this area. The sub -grade areas to be stabilized with tyash will be determined by the Engineer based upon results after proof rolling and effects resulting from inclement weather conditions. Sub -grade areas not requiring flyash stabilization will be Reconditioned (Revision of Section 306), measured by the square yard as constructed in the field and paid for at the Reconditioning contract unit price per square yard. BASIS OF PAYMENT Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 307-01 Flyash Subgrade Stabilization —(12%) - (SY) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Flyash stabilization, complete -in -place, including compaction, and wetting or drying as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 19 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows: Subsection 401.02 is hereby revised to include the following: Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer. A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall provide the Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and recommended mixing and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor. If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration of a Nuclear Asphalt Oven. For Superpave Mixes, delete Table 401-2 and replace with the following: -rAur c Arl_1 Grading Test Procedure Minimum Test Sampling Frequency Result All Gradings CP L-5109 Method B 80 One per 10, 000 metric tons (10,000 tons) or fraction thereof minimum In subsection 401.02, delete the second, third, and fourth paragraphs and replace with the following: A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52-99), including a proposed job -mix gradation for each mixture required by the Contract which shall be fully within the Master Range Table, Tables 703-3A, B, and C, before the tolerances shown in Table 401-1 are applied. The weight of lime shall be included in the total weight of the material passing the 75 mm (No. 200) sieve. The restricted zone boundaries shown for all gradings in Tables 703-3A, 703-313, and 703-3C are to be used as guidelines in mix design development. However, the job -mix gradation is not required to pass above or below the restricted zone boundaries. The name of the refinery supplying the asphalt cement and the source of the anti -stripping additive. A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2.2.1 of CP52. In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the following: ABLE 401-1Bitumen Content t0.3% sphalt Recycling Agent t0.2% em erature of Mixture When Dischar ed from Mixer t10°Cot Bituminous Pavement - Item 403 I assing the 9.5 mm(3/g2) and larger sieves f6% assing the the 4.75 mm (No. 4) and 2.36 mm (No. 8) sieves t5% assing the 600 mm (#30) sieve t4% assina the 75 mm (#200) sieve f2% 'When 100% passing is designated, there shall be no tolerance. When 90-100% passing is designated, 90% shall be the minimum; no tolerance shall be used. Delete Subsection 401.07 and replace with the following: PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 20 Ziegler Road / KechterRoad Roundabout Project Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401-3 and the Engineer determines that the weather conditions permit the pavement to be properly placed and compacted. Table 401-3 Placement Temperature Limitations in "C Compacted Layer Minimum Surface and Air Thickness in Temperature °C (°F) mm (inches) Top Layers Below Layer Top Layer <38 (1'/2) 15 (60) 10 (50) 38 (11/2) - <75 (3) 10 (50) 5 (40) 75 3 or more 1 7 (45) 2 35 Note: Air temperature is taken in the shade. Surface is defined as the existing base on which the new pavement is to be placed. If the temperature falls below the minimum air or surface temperatures, paving shall stop. The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10 calendar days during the period specified in Table 401-3A, below. The Contractor shall immediately place a temporary hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance with the above temperature requirements within 10 calendar days after being planed or recycled. The minimum thickness of the temporary hot bituminous pavement layer shall be 50 mm (2 inches). The Contractor shall perform the quality control required to assure adequate quality of the hot bituminous pavement used in the temporary layer. All applicable pavement markings shall be applied to the temporary layer surface. The Contractor shall maintain the temporary layer for the entire period that it is open to traffic. Distress which affects the ride, safety, or serviceability of the temporary layer shall be immediately corrected to the satisfaction of the Engineer. The temporary hot bituminous pavement layer shall be removed when work resumes. Table No. 401-3A Periods Requiring Overlay of Treated Surfaces Period During Which Planed or Recycled Location by Elevation Surfaces Must be Overlaid within Ten Days All areas below and including 2100 m October 1 to March 1 7000 feet All areas above 2100 m (7000 feet) up to September 5 to April 1 and including 2600 m 8500 feet All areas above 2600 m (8500 feet) August 20 to May 15 In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace with the following: PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 21 Ziegler Road / KechterRoad Roundabout Project The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown in the following table: Asphalt Grade Minimum Mix Discharge Temperature, °C (OF)* Minimum Delivered Mix Temperature, °C (°F)** PG 58-28 135 (275) 113 (235) PG 58-22 138 (280) 113 (235) PG 64-22 143 (290) 113 (235) AC-20 Rubberized 160 (320) 138 (280) PG 76-28 160 (320) 138 (280) PG 70-28 149 (300) 138 (280) PG 64-28 149 (300) 138 (280) PG 58-34 149 (300) 138 (280) * The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than 17°C (30°F) . ** Delivered mix temperature shall be measured behind the paver screed. Hot -mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195), and that allows the required compaction to be achieved. Subsection 401.16 is hereby revised to include the following: The mixture shall be laid upon an approved surface, spread and struck off to provide for drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer. In subsection 401.17, first paragraph, delete the last two (2) sentence and replace with the following: When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or modified (PG 58-34), and the surface temperature falls below 850C (185 OF), no further compaction effort will be permitted unless approved. If the mixture contains modified asphalt cement (AC-20R, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls below 110°C (230 OF), no further compaction effort will be permitted unless approved. Subsection 401.17 is hereby revised to include the following: All pneumatic tire rubbers shall be equipped with rubber skirts. In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows: P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 22 Ziegler Road / KechterRoad Roundabout Project TABLE 703-3A Master Range Table for Hot Bituminous Pavement (Grading S) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (1%") 25.0 mm (1") 100 19.0 mm ('/<") 90 - 100 12.5 mm ('/2") 9.5 mm (3/8") 4.75 mm (#4) 2.36 mm (#8) 23 - 49 34.6 34.6 1.18.mm (#16) 22.3 28.3 600 mm (#30) * 16.7 20.7 300 mm (#50) 13.7 13.7 150 mm (#100) 75 mm (#200) 2-8 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. PAStreet Oversizing\Ziegier Road Kecbter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 23 Ziegler Road / KechterRoad Roundabout Project TABLE 703-3B Master Range Table for Hot Bituminous Pavement (Grading SX) Sieve Size Percent by Weight . Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 tum (P/z") 25.0 mm (1") 19.0 MM ('/4") 100 12.5 turn ('/2") 90 - 100 9.5 mm (1/8,•) 4.75 mm (#4) 2.36 mm (#8) 28 - 58 39.1 39.1 1.18 turn (#16) 25.6 31.6 600 mm (#30) * 19.1 23.1 300 nun (#50) 15.5 15.5 150 nun (#100) 75 mm (#200) 2 - 10 OWN * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. P:VStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 24 Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 12/03 Section 00100 Page 2 Ziegler Road / KechterRoad Roundabout Project TABLE 703-3C Master Range Table for Hot Bituminous Pavement (Grading SG) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 nun (1 %2") 100 25.0 nun (1 ") 90 - 100 19.0 mm ('/4") 12.5 mm ('/2") 9.5 mm C/a..) 4.75 mm (#4) * 39.5 39.5 2.36 num(#8) 19 - 45 26.8 30.8 1.18 mm (#16) 18.1 24.1 600 nun (#30) * 13.6 17.6 300 mot (#50) 11.4 11.4 150 min (#100) 75 nun (#200) 1-7 These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. END OF SECTION P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 25 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT Section 403 of the Standard Specifications is hereby revised as follows Subsection 403.01 is revised to include the following: Hot Bituminous Pavement — This shall consist of constructing one or more courses of HBP Grading S & SG over existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews. Asphalt Paver Patching — HBP Grading S & SG shall be used in locations as directed by the Engineer. This work shall consist of the placement of asphalt with a paver in small areas. Asphalt Patching — HBP Grading S & SG shall be used in locations as directed by the Engineer. These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized. Subsection 403.02 is revised to include the following: Laboratory Mix Design — Grading S & SG - The mix designs shall be prepared by an independent laboratory acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a minimum on one (1) month prior to the beginning of paving for this project. The criteria for the mix design is as follows: HBP Grading S & SG ESAL's: Ziegler Road (Shallow Pond Drive to Trilby Road) = 912,500 ESAL's: Trilby Road (Ziegler Road to Southwest Coner of Kinard Junior High School) = 730,000 Binder: Grading S-100-PG 64-28 / Grading SG-100 — PG 58-28 Designed according to the most recent set of SUPERPAVE Specifications available. SEE TABLE 403-1 NEXT PAGE FOR DESIGN CRITERIA A request made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The Contractor will not be allowed to clean the paver hoper during paving operations. Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material will be allowed for HBP Grading SG. The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Vertical drop offs will not be allowed at the end of any days paving. Paper ioints will be required to a laver equalln-e 3 times the amount of drov. Paving joints shall be at the lane lines or in the center of the lane. In no case shall the paving ioints be in the wheel path. The contractor shall submit a longitudinal joint and pavement marking plan 3 days prior to paving. P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Does\Construction Specs\Technical Specs Technical Specs - 26 Ziegler Road / KechterRoad Roundabout Project PAVEMENT SECTION: Grading S-100 (PG 64-28) Grading SG-100 (PG58-28) Aggregate Base Coarse Flvash Treated Subarade Ziegler Road and Kechter Road: 3" 6" 6" 12" The design mix for Grading S, SX, and SG shall conform to the following: TABLE 403-1 Property Test Method Grading S Grading SG Grading SX N/A this Project Air Voids, percent at: N (initial) CPL 5115 > 11.0 > 11.0 > 11.0 N (design) 3.0-5.0 3.0-5.0 3.0-5.0 N (maximum) > 2.0 > 2.0 > 2.0 Lab Compaction (Revolutions): N (initial) (a) CPL 5115 8 8 (a) N (design)(b) 100 100 (b) N (maximum) a 174 174 a Stability, minimum (a) CPL 5106 42 42 (a) (for information Aggregate Retained on the 4.75 mm (No. 4) Sieve with at least two CP 45 60 60 60 Mechanically Induced Fractured Faces, % minimum Accelerated Moisture Susceptibility CPL 5109 Tensile Strength Ratio (Lottman), Method B 80 80 80 minimum Minimum Dry Split Tensile CPL 5109 205 (30) 205 (30) 205 (30) Strength, kPa(psi) Method B Grade of Asphalt Cement PG 64-28 PG 58-28 PG 64-28 Top Layer Grade of Asphalt Cement Layers PG 64-28 PG 58-28 PG 64-22 Below To Voids in the Mineral Aggregate CP 48 14.0 12.0 (a) VMA % minimum a Voids Filled with Asphalt (VFA) % Al MS-2 65 - 75 65 - 75 (a) (a (a) Current CDOT Design Criteria (b) Residential 50, Collector 75, Arterial 100 Note: AIMS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. Subsection 403.03 is revised to include the following: P:\.Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 27 Ziegler Road / KechterRoad Roundabout Project Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225' F. Emulsified Asphalt for tack coat shall be Grade CSS-lh. The tack coat shall consist of a 1:1 dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. Hot Bituminous Pavement Grading S and SX shall be placed in equal lifts not exceeding three (3) inches. The minimum lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 '/2) inch. HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers of Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between all lifts. NOTE: Anv leveling courses Placed shall be paid for at the contract unit price for Hot Bituminous Pavement. Subsection 403.04 shall include the following: Hot Bituminous Pavement Grading SX, S and SG, will be measured by the ton and paid for at the Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement. Pavement cutting, excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid. Load slips shall be consecutively numbered for each day and shall include batch time Subsection 403.05 is revised to include the following: Payment will be made under: PAY Item and Pay Unit The pay unit is denoted by (). 403-01 Hot Bituminous Pavement — Grading S-100 - (3" Depth) — (PG 64-28) — (TON) 403-02 Hot Bituminous Pavement — Grading SG-100 (6" Depth) — (PG 58-28) — (TON) 403-03 Hot Bituminous Pavement — Grading S-100 (2" Depth) Overlay — (PG 64-28) — (TON) 403-04 Asphalt Patching — Grading SG-100 (5" Depth) — (PG 58-28) — (TON) 403-05 "T" Patch following Installation of FCLWD Waterline (for limits of item 1) — (TON) 403-06 "T" Patch following Installation of FCLWD Waterline (for limits of item 3) — (TON) P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruction Specs\Technical Specs Technical Specs - 28 Ziegler Road / KechterRoad Roundabout Project 403-07 2" Overlay, Grade S-100— (PG 64-28) Ziegler Road centerline Sta. 36+46 to 44+97 — (TON) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement cutting, excavation, subgrade preparation, haul and disposal, compaction, rolling, surface preparation, and bituminous materials, complete in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 29 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised as follows: Subsection 412.03 is revised to include the following: Concrete pavement shall conform to Class "P" concrete as specified in Subsections 601.02 and 601.03. Class "P" concrete shall have a minimum 28-day field compressive strength of 4200 psi. The Contractor shall submit a concrete mix design for Class "P" showing and establishing the proportions of all the ingredients. The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified concrete mix. The Contractor shall submit a new mix design based on the Class "P" requirements when a change occurs in the type of cement, or sources of flyash, or aggregate. The contractor may delete Class F flyash and also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P" concrete only upon the approval of the mix design submitted to the Engineer. The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour field compressive strength of 3000 psi and a minimum 28-day field compressive strength of 4200 psi. This item shall be paid for by the cubic yard of concrete used. It shall include supplying, placing, curing and texturing the high early concrete. Payment for the cost of using high early concrete will be paid for by the cubic yard for the incremental increase in cost and will be paid only when the Engineer requires use of high early concrete. No concrete shall be placed until the applicable mix design and maturity relationship has been submitted, reviewed and approved by the Engineer. Review and approval of the mix designs by the Engineer will not constitute acceptance of the concrete. Acceptance shall be based solely on the work conforming to the specifications and on satisfactory test results of the concrete placed on this project. Subsection 412.12 is revised to include the following: Finishing — The Contractor shall not add water to the surface of the concrete to assist in finishing operations. Floats made of aluminum shall not be used. Immediately following the burlap drag finish, the surface shall be given an "astro-turf' drag finish. Materials used for final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish. Drags shall be full width of the new pavement and maintained in acceptable condition as specified for "astroturf 'drag finish. Subsection 412.13 is revised to include the following: The Contractor shall saw joints early enough to control or limit random cracking but not too early as to create chipping along the sawed joint. Saw cutting will not be allowed between the hours of 9:00 p.m. and 6:00 a.m. unless approved by the Engineer. Saw cutting joints shall be included in this work and will not be paid for separately. If the Contractor proposes variations from CDOT M Standards, it is requested that the Contractor shall prepare a pavement joint and doweling layout for approval by the Engineer. Subsection 412.17 is revised to include the following: The concrete pavement smoothness shall meet the requirements of Category 4, Class 1, as shown in Table 412-1 for the Profilograph test. Subsection 412.18 is revised to include the following: P:\.Street Oversizing\Ziegler Road Kechter Road RoandaboutMd Docs\Construction Specs\Technical Specs Technical Specs - 30 Ziegler Road / KechterRoad Roundabout Project Silicone joint sealant material: Concrete joints shall be sealed with an approved silicone joint sealant material. A copy of the manufacturer's recommendations pertaining to the application of the sealant shall be submitted to the Engineer for approval prior to the beginning of work, and these recommendations shall be adhered to by the Contractor, with such exceptions as this specification may require. The sealant material shall be applied into the joint using equipment and techniques recommended by the joint sealant manufacturer. The Engineer may elect to check for bonding or adherence to the sides of the joint. If the sealant does not bond to the joint, the Contractor shall remove the joint sealant material and clean and reseal these joints in accordance with the criteria outlined. Backer rod: Shall be a round, heat resistant material meeting the requirements set forth by the joint sealant manufacturer. The Contractor shall submit the proposed material to the Engineer for review and approval prior to use. The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is maintained. The depth of the sealant shall be a maximum of V4 inch. The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch (I") on each side of the joint of all scale, dirt, dust, residue, or any foreign material that will prevent bonding of the joint sealant. This operation is to be accomplished by immediately flushing the joints with water after sawing. The joints shall be sandblasted after they have dried, just prior to sealing. After sandblasting, the joint shall be cleaned using compressed air with a minimum pressure of 100 psi. The sandblasting and air cleaning shall be performed on the same day as the backer rod placement and joint sealant application. Sealant shall not commence fora minimum of 24 hours after sawing or a weather event without approval of the Engineer. Subsection 412.24 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 412-01 Portland Cement Concrete Pavement (10" Depth) — (SY) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing concrete pavement, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting the joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 31 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 506 RIPRAP Section 506 of the Standard Specifications is hereby revised as follows Subsection 506.01 is revised to include the following: This work consists of the construction of riprap sections with riprap, Type 11 bedding and covered with topsoil in accordance with these specifications and in conformity with the lines and grades shown on the plans or established grades. Subsection 506.02 is revised to include the following: Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as approved by the Engineer. Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over -burden, shale and organic matter. Thin, slab type stones, rounded stones and flaking rock shall not be used. Removed concrete shall not be used forriprap without specific written approval by the Engineer. Service records of the proposed material will be considered by the Engineer in determining the acceptability of the rock. Neither breadth nor thickness of a single stone shall be less than one-third (1/3) its length. Bedding material shall conform to the specification for Type 11 Filter material as per the City of Fort Collins Storm Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT Class A filter material (Section 703.09). Subsection 506.03 is revised to include the following: Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D 698. The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and windrows and free of debris prior to placing the filter material. Bedding material shall be placed on top of the sub -grade material prior to riprap installation at all locations of riprap sections shown on the plans. The layer shall be shaped to provide the minimum thickness of bedding material as shown on the details of the plans. Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well - graded mass of stone with minimum voids. Riprap may be machine -placed with sufficient handwork to minimize disturbance of the bedding material layer. This material shall be placed to the required thickness and grade shown on the details of the plans. Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough settling of the topsoil within the rock voids. The top three inches (Y) of the topsoil shall be loosely placed. This material shall be placed to the required thickness as shown on the details of the plans. The contractor shall utilize, when appropriate, existing topsoil on site. Subsection 506.04 is revised to include the following: Riprap sections specified in the plans will be paid for at the contract unit price per EA. The unit price bid shall include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the placement of these materials, all materials, delivery, stockpiling and handling of the riprap. Subsection 506.05 is revised to include the following: P:\Street Oversizing\Ziegier Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 32 Ziegler Road / KechterRoad Roundabout Project Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 506-01 6' x 6' x 1.5' Type L Riprap, 6" Topsoil (CIP) — (EA) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in excavating, placing riprap, bedding and topsoil, complete -in - place, including haul and stockpile of materials, handling of the riprap and finish grading of the surface as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\Ziegler Road Kecbter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 33 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised as follows: Subsection 603.01 is revised to include the following: This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe encasement, pipe connections, and joint encasement in accordance with the plans, specifications, the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include in the Work all the necessary items to complete the Work including but not limited to excavation, bedding, backfill, and compaction. The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 603-01 19" x 30" HERCP Class III — (LF) 603-02 12" RCP Class III — (LF) 603-03 15" RCP Class III — (LF) 603-04 15" RCP Class III FES — (EA) 603-05 24" RCP Class III w/ Water tight joints (ASTM C443) — (LF) 603-06 8" Sewer SDR-35 — 21 linear feet with headwalls - (LS) 603-07 Field Collar on 19" x 30" HERCP — (EA) 603-08 29" x 45" HERCP Class III — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all Work involved in installing pipe and encasing joints, complete in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Concrete and/or Asphalt patching will be paid for separately under the appropriate item. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 34 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will- be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 12/03 Section 00100 Page 3 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 604 MANHOLES, INLETS, AND METER VAULTS Section 604 of the Standard Specifications is hereby revised as follows: Subsection 604.01 is revised to include the following: This work shall consist of the construction of manholes, CDOT Type 'R' inlets, type 16 combination inlets, and providing and maintaining erosion control, in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include the cost of excavation, backfill, compaction, and installation and maintenance of erosion control into each item listed in this section. The Contractor shall clean all sediment caught in the storm sewer system due to this project. The frequency of the cleaning shall be at the direction of the Engineer. The Contractor will not be allowed to flush the pipes with water. All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. Subsection 604.02 is revised to include the following: Proportioning shall conform to the requirements for Class B concrete as described in Section 601. Subsection 604.08 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 604-01 5' Type R-Inlet — (EA) 604-02 Area Inlet with 6" Orifice Plate — (EA) 604-03 4' Concrete Sidewalk Culvert — (LS) 604-04 4' Sidewalk Chase with a 32" x 2' Concrete Trickle Pan — (EA) 604-05 Modification of Pond Inlet on Homestead Property — (LS) 604-06 14' x 14' Manhole Concrete box with 30" Manhole Frame and Cover for Access — (CIP) — (EA) 604-07 Median Underdrain Pipe System — (4" Perforated Pipe) — (LF) 604-08 Median Underdrain Pipe System — (4" Solid Pipe) — (LF) 604-09 Tie to Existing Manhole — (EA) 604-10 Concrete Encasements — (EA) 604-11 10 Mill Viscreen Plastic — (SF) 604-12 1 %" Class 200 PVC Irrigation Main — (LF) P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 35 Ziegler Road / KechterRoad Roundabout Project 604-13 4" Conduit Sleeving — (LF) 604-14 6" Conduit Sleeving— (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing inlets, constructing manholes, and installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 36 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 607 FENCES Section 607 of the Standard Specifications is hereby revised as follows: Subsection 607.01 is revised to include the following: Barbed Wire Fence (4Stand Wire T-Post)— Follow Section 710 from Colorado Highway Specifications for installation of new fence. This item consists of installing new fence and will be paid for by the linear foot. Any existing fence that is removed is paid for under Remove Fence (Various Types). Subsection 607.04 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pam The pay unit is denoted by (). 607-01 Smooth Wire Fence — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work listed above: complete in place, as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road RoundaboutMd Docs\Construction Specs\Technical Specs Technical Specs - 37 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 608 SIDEWALKS AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications is hereby revised for this project as follows Subsection 608.01 is revised to include the following: This work shall consist of the construction of concrete sidewalks (6"), pedestrian access ramps, exposed aggregate median splashblock, driveways, crosspans, and drive approaches, in accordance with the plans and specifications. Required saw cutting will be incidental to the work and will not be measured or paid for separately. The use of aggregate base material for fine grading or over excavated areas will not be paid for separately. Subsection 608.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 psi. The Contractor shall also submit a mix design for High Early Concrete. This mix shall have a minimum 24-hour compressive strength of 3000 psi and a minimum 28-day compressive strength of 3500 psi. It shall include supplying, placing, curing and texturing the high early concrete. The price shall apply to all Sections including Section 412, 608 and 610. Payment for extra cost of using high early concrete will be paid for by the cubic yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early. Non -Shrink backfill — also called Flowable Fill or Unshrinkable Fill — shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type I/II. The minimum 24- hour strength shall be 10-psi and the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (1 "). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. Payment of using flow fill will be paid for by the cubic yard and only when used as required by the Engineer. Subsection 608.04 is revised to include the following: Exposed Aggregate Concrete: The Exposed Aggregate Concrete shall be Class "EA" concrete integrally colored with 1'/2 lbs. of Davis Color No. 5237 "San Diego Buff' per sack of cement. The surface of the Exposed Aggregate Concrete shall be sealed and protected from drying by applying Davis W-1000 Clear Cure and Seal, or approved equal. "San Diego Buff' shall be used for all exposed aggregate concrete in the median. Truncated Dome Panels: Pedestrian Access Warning Cast Iron Plates — East Jordan Iron Works Model 7005-71. Detectable warnings on new curb ramps shall be truncated domes of the dimensions shown in the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown in the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Enhanced Concrete Crosswalks 10": Per Detail- Stamping: This shall include the cost of stamping using the brick stamp pattern Brickform Texture Mats FM-3500 Cal Weave, 24"x 24". The crosswalk shall have the 2' boarder as shown in the plan detail. The crosswalks will be one color using Davis Color Tile Red. Concrete Pavement: The unit price bid per square foot of exposed aggregate concrete shall include all the Contractor's costs. The price bid shall include: saw cutting, furnishing and installing steel dowel bars as required; forming; furnishing and placing the concrete; finishing and edging the concrete surfaces; curing/sealing materials; joints, joint materials and joint sealers; and all other related and necessary materials, work, and equipment required to construct the Exposed Aggregate Concrete in accordance with the Details and Specifications. All samples required for testing shall be provided by the Contractor at no cost to the City. P:\.Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 38 Ziegler Road / KechterRoad Roundabout Project It is the Contractors responsibility to adequately protect their work from damage by weather (including cold, heat, rain, wind), vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used to protect the work, they will not be paid for separately, but shall be included in the work. Pedestrian Refuge Islands — will consist of hand forming and monolithically placing concrete for the crosswalk area and outflow curb and gutter including the curb head for the island nose and median. The monolithic refuge island shall be constructed after the straight sections of median outflow curb and gutter are placed on each side of the median. The crosswalk area shall be 6" thick. All labor, materials, equipment and incidentals required to construct this item including the crosswalk, gutter portion and curb heads, complete -in -place, shall be included in the unit price. This item will be measured in the field, and will be paid for by the square foot (SF). The median hardscape/splash block and the refuge island nose hardscaping will be exposed aggregate concrete and will be paid for at the contract unit price for Exposed Aggregate Concrete (Section 610). Subsection 608.05 is revised to include the following: The Concrete Driveway (6"), Sidewalk (6"), Access Ramps w/Landings (8"), Drive Approach (6") and Concrete Crosspan/Apron (9 1/2") items will be measured by the square foot of finished flatwork. The price for the Access Ramps (6") shall include the landing area as described in section 610. Ramp area shall be measured from the back of the curb to the back of the walk from point of curb return to point of curb return. Subsection 608.06 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 608-01 Colored Concrete Truck Ramp (Davis Color Tile Red) — 6" — (SF) 608-02 4'-5'-6'-7'-8' Sidewalk — (SF) 608-03 Enhanced Colored Concrete Cross Walks (Davis Color Tile Red) w/ Truncated Dome Warning Panels Cast Iron -East Jordan Iron Works Model # 7005-71 and w/ 2' stamped borders — (SF) 608-04 Exposed Aggregate Concrete Median Splashblock "San Diego Buff'— (SF) 608-05 Flowfill Over Shallow Utilities — (LF) 608-06 Flowable Fill Concrete — (CY) 608-07 Hi -Early Concrete (24 Hour) — (CY) 608-08 MSE Amastone Wall in the Center Median of the Roundabout — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing concrete sidewalks, miscellaneous flatwork, access ramps, drive approaches, and driveways, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, protection from staining existing concrete from washing the exposed aggregate, cutting the plastic used to separate the different colors as specified in these specifications, and as directed by the Engineer. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 39 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows: Subsection 609.01 is revised to include the following: This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (1-fl pan), and concrete lined irrigation ditch accordance with the details and these specifications. The unit price bid per linear foot of curb and gutter, no sidewalk, includes construction of new curb and gutter sections, complete and in place, measured along the flow line. Removal of curb and gutter is not included in this section, but will be measured and paid separately as described in Section 202. It is the Contractor's responsibility to adequately protect their Work from damage by weather, vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work. Subsection 609.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 4000 Psi. Subsection 609.07 is revised to include the following: The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 609-01 30" Vertical Curb & Gutter - (LF) 609-02 30" Vertical Curb & Gutter (6" Mountable 2' Inflow Gutter between ramps in all comers) - (LF) 609-03 18" Outfall Curb & Gutter - (LF) 609-04 18" Outfall Curb & Gutter (6" Mountable 2' Outfall Gutter around center island) - (LF) 609-05 R&R Vertical Curb and Gutter— (LF) 609-06 R&R Concrete Sidewalk - (SF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing vertical curb and gutter, variable height curb and gutter, concrete median curb, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid DocsTonstruction Specs\Technical Specs Technical Specs - 40 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 619 WATER LINES Section 619 of the Standard Specifications is hereby revised as follows Subsection 619.01 is revised to include the following: 1191R'JU�110 DI 11411 hI xy I I Did K This work shall include installing ductile iron pipe (DIP), gate valves, tees, bends, tapping saddles, plugs, reaction blocks and joining to existing lines and other items as shown on the plans and as designated by the Engineer. This work shall meet the requirements of the current Fort Collins -Loveland Water District Standards. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications. All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately. This includes, but is not limited to excavating and backfilling, valve boxes, plugs, thrust blocks, bedding materials, poly -wrap, chlorinating, pressure testing and all materials incidental to completing the installation and connections to existing water lines. Relocate Existing Water Valve (per FCLWD Specifications) — The Contractor will be required to move 2 existing 12" Valve on the Fort Collins — Loveland Water District water line out of the limits of the roundabout. The new location is a distance of 10' to 15'. The City of Fort Collins will have the new location clearly marked for the Contractor. The Contractor will be responsible for notifying the FCLWD of the relocation 2 weeks prior to any work being done. Once the valves have been accepted by FCLWD, they must be backfilled with flowfill. This item shall include all material, dewatering, couplings, labor, equipment and supervision into the unit price of the bid. Flowfill will be paid for under section 608. Subsection 619.05 is revised as follows: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 619-01 Relocate Existing Water Valve (per FCLWD Specifications) — (EA) 619-02 24" Ultra Rib PVC Irrigation Pipe — (LF) 619-03 4' Diameter Flat Top Manholes — (EA) 619-04 5' x 5' Concrete Irrigation Splitter Box w/ 2 "Watermain" 24" C-9 Slide Gates (see detail) — (EA) 619-05 Tie to Existing Irrigation — (EA) 619-06 %" Irrigation Service: Meter Pit/Backflow Preventer/Metal Screen Cover (per detail) — (LS) 619-07 Tie to Existing — (LS) 619-08 24" CI 52 DIP, double strap bonded, non -restrained w/ polywrap — (LF) 619-09 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap, Sta. 36+96 and 56+15 to 57+45 — (LF) 619-10 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap supported by casing chocks, installed in ex. 36" steel casing — (LF) P:\Street Oversizing\Ziegler Road Keehter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 41 Ziegler Road / KechterRoad Roundabout Project 619-11 24" Bends and Thrust Blocks — (EA) 619-12 Concrete encasement of existing 30" RCP storm sewer— (LS) 619-13 24" x 22 'h degree vertical bends with mechanical restraint — (EA) 619-14 AirNac valve and vault assembly — (EA) 619-15 24" x 45 degree horizontal bend with thrust blocks, rotate fitting to achieve required vertical alignment — (EA) 619-16 24" plug with thrust block, mark end of waterline construction — (LS) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing ductile iron water pipe and valves, connecting to existing water lines according to the Fort Collins -Loveland Water District Standards, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 42 Ziegler Road / KechterRoad Roundabout Project REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, installing, moving, maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins' "Work Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins' "Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July, 1986. This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not include work zone protection. It is the Contractors responsibility to protect his work zone and to protect Pedestrians and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can be opened to traffic. Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be subject to the Engineer's discretion. Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the concrete has cured sufficiently to allow vehicular traffic to use it. Message Boards — Will be placed to the plan designed by the City of Fort Collins. This item will be paid for per day (Day). Traffic Control — This project has been divided into Phase One and Phase Two. The traffic Control Design Plan issued with the plan drawings explains the detour route and signage needed. The Contractor needs to follow the plans and quantities. This item will be paid for as a lump sum (LS). Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.05, the second paragraph shall include the following: The reflective material shall be AP1000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named as approved by the Engineer. Subsection 630.08 shall be revised as follows: P:\Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 43 Ziegler Road / KeebterRoad Roundabout Project Tra ec control on this project is the responsibility o the Contractor. For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for approval to the Traffic Division by 12:00 noon, two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.). Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved), fines doubled for speeding signs and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type 1, Type 11, and Type III barricades; cones; drum channeling devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to control traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.09 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Lead TCS. The Lead TCS shall have a minimum of one-year experience as a certified TCS. The Lead TCS shall be on site at all times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Lead TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The Lead TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor Technical Specs - 44 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 12/03 Section 00100 Page 4 Ziegler Road / KechterRoad Roundabout Project It is the intent of the specifications that the Lead TCS be the same person throughout the project. If the Lead TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval of the Lead TCS replacement. Payment for the TCS shall be included in the lump sum pay item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors, City Streets Department, and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. (5) Maintaining a proiect traffic control diary which shall become part of the Citv's proiect records (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications, which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up and maintaining traffic control devices. (11) Attending weekly progress meetings as requested by the Engineer and/or Contractor. (12) Shall perform a minimum of Five (5) complete site checks per day, during day light hours, including weekends and/or as requested by the City of Fort Collins representatives. Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.13 shall be revised as follows: The Contractor shall supply and pay all costs associated with the traffic control for this project. Traffic Control devices as per the provided traffic control plans are minimum requirements, additional devices, signage may be required after initial set-up is completed This applies to all phases of this project. P:1Street Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Specs\Technical Specs Technical Specs - 45 Ziegler Road / KechterRoad Roundabout Project The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by O. 630-01 Specialty Signs 3" Letters on 48" x 48" — (EA) 630-02 Portable Stop Lights — (Day) 630-03 Message Boards (7 Boards) — (Day) 630-04 New Jersey Type Concrete Median Barriers — (LF) 630-05 Flaggers — (Hours) 630-06 Traffic Control — (LS) Flaggers and all incidental equipment will not be measured and paid for separately, but shall be included in the Work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the Work. The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, no additional payment will be made for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing. NOTE: Full closures on arterials and collectors, including those listed above, will be allowed under extreme circumstances and only upon approval by the Engineer and City Traffic Division. Plans shall be approved a minimum of one week prior to the commencement of work and/or the time required to adequately notify the public through the media. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans only if approved by the City Traffic Division. END OF SECTION PAStreet Oversizing\Ziegler Road Kechter Road Roundabout\Bid Docs\Construction Speeffechnical Specs Technical Specs - 46 TABLE OF CONTENTS SUMMARY OF WORK GENERAL 1.1 Scope 01010-1 1.2 Specifications 01010-2 1.3 Coordination With the District 01010-4 1.4 Work Sequence 01010-4 1.5 Notifications 01010-4 1.6 Safety and Protection 01010-5 . 1.7 Special Requirements 01010-5 1.8 Quality Control 01010-7 MATERIALS, EQUIPMENT AND WORKMANSHIP GENERAL 1.1 Materials and Equipment 01600-1 DISINFECTION OF WATER LINES GENERAL 1.1 Description 01656-1 1.2 Product Delivery, Storage and Handling 01656-1 PRODUCTS 2.1 Materials 01656-1 EXECUTION 3.1 General 01656-2 3.2 Preliminary Flushing 01656-2 3.3 Methods 01656-2 3.4 Final Flushing 01656-5 3.5 Bacteriological Tests 01656-5 3.6 Repetition of Procedure 01656-5 TESTING PIPING SYSTEM GENERAL 1.1 Description 01666-1 1.2 Pressure Test 01666-2 1.3 Passing 01666-2 SITE CLEANUP GENERAL 1.1 Description 01710-1 1.2 Execution 01710-1 1.3 Disposal 01710-2 PROJECT RECORD DRAWINGS GENERAL 1.1 Recording of Drawings 01720-1 1.2 Maintenance of Project Record Drawings 01720-1 1.3 Submission 01720-2 TRENCHING, BACKFILLING AND COMPACTING GENERAL 1.1 Description 02221-1 1.2 Quality Assurance 02221-1 1.3 Job Conditions 02221-2 1.4 Maintenance and Correction 02221-4 MATERIALS 2.1 Stablization Material 02221-4 2.2 Bedding Materials 02221-4 2.4 Trench Backfill Material 02221-6 2.3 Ground Water Barriers 02221- 6 EXECUTION 3.1 Preparation 02221-7 3.2 Trenching 02221-7 3.3 Pipe Bedding ii 02221-9 3.4 Backfilling and Compaction 02221-10 3.5 Field Quality Control 02221-9 3.4 Ground Water Barriers 02221- 9 PIPE BORING AND JACKING GENERAL 1.1 Description 02224-1 1.2 Quality Assurances 02224-1 PRODUCTS 2.1 Casing Pipe - Smooth Steel 02224-2 2.2 Accessories 02224-2 EXECUTION 3.1 Casing Installation 02224-3 3.2 Carrier Pipe Installation 02224-4 PAVEMENT REPAIR AND RESURFACING GENERAL 1.1 Description 02575-1 MATERIALS 2.1 Aggregate, Asphalt and Concrete 02575-1 EXECUTION 3.1 Manhole Frames and Valve Boxes 02575-1 3.2 Asphalt and Concrete, Base and Gravel Surfaces 02575-1 3.3 Concrete Surfacing 02575-1 3.4 Field Quality Control 02575-2 DUCTILE IRON PIPE GENERAL 1.1 Description 02615-1 1.2 Product Delivery, Storage and Handling 02615-1 PRODUCTS 2.1 Ductile Iron Pipe 02615-2 2.2 Fittings and Couplings 02615-2 2.3 Joints 02615-3 2.4 Pipe Lining 02615-3 2.5 Pipe Coating 02615-3 2.6 Accessories 02615-4 EXECUTION 3.1 Installation 02615-4 VALVES GENERAL 1.1 Description 02641-1 1.2 Product Delivery, Storage and Handling 02641-1 PRODUCTS 2.1 General 02641-1 2.2 Gate Valves 02641-2 2.4 Butterfly Valves 02641-2 2.5 Valve Boxes 02641-3 2.6 Air Relief(Vacuum Relief Valves 02641-4 2.7 Check Valves 02641-5 2.3 Tapping Values 02641-2 EXECUTION 3.4 Operation 02641-6 3.1 Installation 02641-5 3.2 Air Relief/Vacuum Relief Valves 02641-6 3.3 Pressure Regulating Values 02641-6 WATER DISTRIBUTION SYSTEM iv GENERAL 1.1 Description 02713-1 1.2 Quality Assurance 02713-1 1.3 Product Delivery, Storage and Handling 02713-1 1.4 Job Conditions 02713-1 PRODUCTS 2.4 Blow -offs 02713-2 2.1 Pipe 02713-2 2.2 Valves 02713-2 2.3 Hydrants 02713-2 2.5 Service Lines, Meters and Appurtenances 02713-3 2.6 Tapping Sleeves 02713-3 2.7 Concrete Vaults and Manholes 02713-3 EXECUTION 3.1 Inspection 02713-5 3.2 Preparation 02713-5 3.3 Pipe Installation 02713-6 3.4 Thrust Restraint 02713-7 3.5 Installations of Pipeline Appurtenances 02713-8 3.6 Protection of Metal Surfaces 02713-9 3.7 Concrete Manholes and Vaults 02713-9 CAST - IN - PLACE CONCRETE GENERAL 1.1 Description 03300-1 MATERIALS 2.1 Cement 03300-1 2.2 Aggregates 03300-1 2.3 Water 03300-1 2.4 Admixtures 03300-1 2.5 Concrete Reinforcement 03300-2 v CONCRETE 3.4 Curing 03300-3 3.1 General 03300-2 3.2 Placing 03300-3 3.3 Finishing 03300-3 PRECAST CONCRETE GENERAL 1.1 Description 03400-1 1.2 Product Delivery, Storage and Handling 03400-1 2.1 Precast Concrete Products 03400-1 vi JUL94 SECTION 01010 SUMMARY OF WORK PART1-GENERAL 1.1 SCOPE A. The purpose of this document is to present the Fort Collins - Loveland Water District's criteria for the construction of sixteen (16) inch and smaller water mains, water services and all appurtenances associated with these mains and services. It is for the use, of Owners, Developers, Design Engineers, and Contractors as guidelines for the construction of said mains, services, and appurtenances. In the case of water mains which are larger than sixteen (16) inch, the Owner, or his representative, shall submit construction specifications to the District for review, prior to approval of construction drawings. The basis for developing these specifications shall be this document. B. These specifications are intended to be sufficiently detailed to provide adequate definition of the work to be performed and to insure the quality of that work. The Contractor and Contractor's representative shall become thoroughly familiar with the provisions and the content of these Specifications. C. These specifications are composed of written Material Specifications and Standard Drawings. Every attempt shall be made to avoid conflicts between standards, and drawings during design. However, when requested in writing, the Fort Collins - Loveland Water District shall provide a letter of interpretation. D. In the event that a conflict occurs between water mains, services or other utilities, during construction, the Contractor shall contact the Fort Collins - Loveland Water District to interpret these specifications or to determine if the standards of other utilities or departments apply. 05-089.05 01010-1 1.2 SPECIFICATION DOCUMENTS A. Definitions. AASHTO - American Association of State Highway and Transportation Officials. 2. ACI - American Concrete Institute. 3. ANSI - American National Standards Institute. 4. ASTM - American Society for Testing and Materials. 5. AWWA - American Water Works Association. 6. ABILITY - that which a person who can do on the basis of present development and training. 9. CDOH STANDARDS - Colorado Department of Highways Standard Specifications for Road and Bridge Construction. 10. COMPETENT - a person who has the natural powers, physical or mental, to meet the demands of a situation or work; the word is widely used to describe the ability to meet all requirements, natural, legal, or other, of a given task. 11. CONSULTANT - the partnership, corporation, or individual who is hired by the owner and is empowered to act as his agent for the project. 12. CONTRACTOR - the corporation, association, partnership, or individual who has entered into an Agreement with the Owner to perform the work. 13. CONSTRUCTION DRAWINGS - detailed and working drawings, including plan, profile, and detail sheets of proposed utility improvements, approved by the Engineer. 14. DESIGN ENGINEER - the partnership, corporation, or individual who is registered as a professional engineer, according to Colorado statutes, and who is hired by the owner, and is empowered to act as his agent for the project. 15. DISTRICT - the Fort Collins - Loveland Water District 16. OSHA - Occupational Safety and Health Administration. 17. OR AN APPROVED EQUAL - as approved to being equal by the District. 05-089.05 01010-2 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form).- 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and 12/03 Section 00100 Page 5 a. Reference Section 01600. 18. OWNER - the developer, corporation, association, partnership, or individual who has entered into an Agreement with the District and has entered into an agreement with the contractor to perform the work. 19. PROVIDE - furnish and install complete in place. 20. QUALIFIED - acquired abilities; skill, knowledge, experience, that fits a person for a position, office, or profession. 21. RECORD DRAWINGS - detailed drawings that show actual construction and contain field dimensions, elevations, details, changes made to the construction drawings by modification, details which were not included on the construction drawings, and horizontal and vertical locations of underground utilities. a. Record Drawings are usually construction drawings which have been modified to contain the information listed above. 22. REMOVE - remove and dispose of in a manner consistent with local ordinances, laws and regulations. 23. SERVICE LINE - all pipe, fittings and appurtenances for conveying water from the distribution mains to the premises and/or meter as applicable. 24. SHALL - a mandatory condition. 25. SYSTEMS ENGINEER - shall mean the Systems Engineer of the Fort Collins - Loveland Water District or their authorized representative. 26. TAP - the physical connection to the distribution main. 27. UTILITY - District Manager or his authorized representative. 28. WORK - the entire completed construction or the various separately identifiable parts required to be furnished for the project. Work is the result of performing services, furnishing the labor and furnishing and incorporating materials and equipment into the construction. 05-089.05 01010-3 B. Interpretation These Specification's contain many command sentences which are directed at the Contractor unless otherwise stated. 2. The Contractor shall request clarification, in writingto the District, of all apparent conflicts. The District will not be responsible for any explanations, interpretations, or supplementary data provided by others. 1.3 COORDINATION WITH THE DISTRICT A. The Contractor is responsible for coordinating a pre -construction meeting with the District. B. The Contractor is responsible for coordinating the work with the District. C. Connections to existing pipelines. All connections to existing water mains shall be made at a time authorized by the District. 1.4 WORK SEQUENCE A. Contractor shall coordinate the sequence of activities, taking into account work by others; possible easement requirements; permit requirements; and District requirements. B. Contractor shall coordinate the beginning of work, excavation near ditches, railroads, road cuts, etc. with the District, affected parties, and utilities prior to beginning construction. C. Contractor shall coordinate pipe filling, chlorination testing and pressure testing with the District. 1.5 NOTIFICATIONS A. Contractor shall contact the District, all utilities and affected parties at least 48 hours (exclusive of holidays and weekends) prior to working in areas adjacent to underground utilities. B. Contractor shall have all utilities field located. 05-089.05 01010-4 C. Contractor shall give the District a minimum of 48 hours notice (exclusive of holidays and weekends) prior to inspections and testing. 1.6 SAFETY AND PROTECTION A. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. Contractor shall take all reasonable and necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: Employees and other persons onsite who may be affected. 2. The work and materials or equipment to be incorporated therein, whether in storage on or off the site. 3. Other property at the site or adjacent thereto, including, but not limited to trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. B. Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. 1.7 SPECIAL REQUIREMENTS A. All items and work not covered by these specifications shall be discussed with the District, and the Contractor shall receive approval from the District, in writing, prior to beginning work. B. All work must be acceptable by the District prior to being placed in service. C. District furnished material. When the District furnishes any materials, the Contractor shall be responsible for such materials once they have been picked up or delivered to the job site. 2. The Contractor shall be responsible for the careful inspection of 'District furnished material' at the time of delivery. 05-089.05 01010-5 3. Contractor shall repair, in a manner acceptable to the District, or replace any 'District furnished material', which has been damaged or stolen, at the Contractor's expense. 4. The District is responsible for the quality and operational design aspects of 'District furnished material'. D. Contractor shall warrant all work for a period of one (1) year after final completion and initial acceptance of the work. Contractor may perform such maintenance and repairs by subcontract. a. if the Subcontractor chooses to subcontract the warranty work, he shall submit to the District a copy of the subcontract or the work authorization as evidence of the contractor's faithful intention during the one (1) year warranty period. E. Field changes from the approved plans shall not be permitted without prior permission from the District. F. The Developer, Developer's Engineer or Developer's Contractor is responsible to coordinate a pre -construction meeting with the District at least five (5) days, exclusive of holidays and weekends, prior to construction. G. The Developer, Developer's Engineer or Developer's Contractor is responsible to submit three (3) sets of approved Construction Drawings to the District at least five (5) days, exclusive of holidays and weekends, prior to construction. H. The Developer shall be responsible for the cost of re -tests, excessive inspection and inspection during non -office hours, 8:00 a.m. to 4:30 p.m. Monday through Friday exclusive of holidays. The District will notify the Contractor and Developer when such costs are being incurred. I. Contractor shall be responsible for providing suitable means of obtaining water samples for bacteriological testing. No work shall take place on weekends or holidays without prior authorization from the District. Contact the District at least 48 hours (exclusive of holidays and weekends) prior to working in areas near underground utilities, pole lines, or on private property. The District will make every effort to assist with notifications received less than the 48 hours required. 05-089.05 01010-6 K. Contractor shall provide all materials, equipment and other items required to isolate and accomplish total separation of new construction. L. Prior to commencing work, Contractor shall designate, in writing, an authorized representative who shall have complete authority to represent the Contractor and shall be on the construction site at all times during work activities. 1.8 QUALITY CONTROL A. Inspection. The District shall make periodic checks to verify the quality and progress of the work. The authorized agents and their representatives of the District shall be provided safe access to the work, whenever it is in preparation or progress. The Contractor shall provide for such access and for inspection, including maintenance of temporary and permanent access. 2. Materials and equipment rejected by the District shall be identified and remain onsite until approved for removal by the District. END OF SECTION 05-089.05 01010-7 JUL94 SECTION 01600 MATERIAL, EQUIPMENT AND WORKMANSHIP PART 1- GENERAL 1.1 MATERIALS AND EQUIPMENT A. Contractor shall furnish all materials, equipment, labor, and incidentals necessary for the execution, disinfection, testing, and completion of the work. 1. Reference Section 01010 and 02646 B. All materials and equipment shall be of good quality and new, except as otherwise approved by the District. When requested by the District, the Contractor shall furnish satisfactory evidence (including manufacturer's certification) as to the kind and quality of materials and equipment, and their compliance with these specifications. a. The District shall test any manufacturer's material it deems necessary. b. It is the Contractor's responsibility to insure the manufacturer's materials supplied, meet these specifications. 2. Prior to using existing materials, written approval must be obtained from the District. C. All materials and equipment shall be installed and used in accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in these specifications. D. The specification of materials and equipment shall be understood to be representative of a quality of performance, operation and construction acceptable to the District. The District shall make every effort to evaluate all written requests for product substitution within thirty (30) days. a. Such requests shall include detailed product literature and a description of benefits which might be achieved by this substitution. 05-089.05 01600-1 E. In approving materials or equipment for installation, the District assumes no responsibility for injury or claims resulting from failure of the materials or equipment to comply with the applicable National, State, and local safety codes or requirements, or the safety requirements of a recognized agency; or failure due to faulty design concepts, or defective workmanship. END OF SECTION 05-089.05 01600-2 JUL94 SECTION 01656 DISINFECTION OF DOMESTIC WATER LINES PARTI- GENERAL 1.1 DESCRIPTION A. This section addresses the filling and disinfection of potable water distribution lines. B. The Contractor is responsible for the disinfection and testing of water lines. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference the Forwards to AWWA B300 and AWWA C651. B. Hypochlorites should be handled with extreme care. PART 2 - PRODUCTS 2.1 MATERIALS A. Hypochlorite. 1. Reference AWWA B300. 2. Hypochlorites for use in swimming pools shall not be allowed. B. Adhesive. 1. Any adhesive used to attached hypochlorite tablets to the interior of the pipe, shall be a food grade adhesive, which has received US Drug Administration approval for uses that may involve contact with edible products. a. Permatex Form -A -Gasket No. 2. 05-089.05 01656-1 b. Pennatex Clear RTV Silicone Adhesive Sealant C. Or an approved equal. PART 3 - EXECUTION 3.1 GENERAL A. The Contractor, with District approval, shall satisfactorily disinfect and flush new water lines prior to placing them in service, in accordance with AWWA C651. B. Filling pipe. 1. The Contractor shall operate existing valves to fill the pipe, open air blow -offs, and hydrants. District personnel shall witness testing and operation. 2. Where permanent air vents are not available, the Contractor shall install corporation stops at high points in the water line, in order to evacuate air. a. All corporation stops, which were installed to facilitate evacuation of air from the water main, shall be removed and plugged after the water main is filled, and prior to pressure testing. 3.2 PRELIMINARY FLUSHING A. Preliminary flushing shall not be performed if the tablet method of disinfection is approved by the District. B. The pipelines shall be flushed at a minimum velocity of 2.5 ft/sec., in order to remove foreign material prior to disinfection. 3.3 METHODS A. General. 1. The District shall: a. Determine the disinfection method to be used. 05-089.05 01656-2 b. Sample and test water from the pipe system extremities until clear, potable water is obtained. 2. The Contractor shall: a. Properly dispose of flushed water. B. Tablet method. The tablet method consists of placing calcium hypochlorite granules and tablets in the water main during construction, and filling the main with potable water when installation is completed. a. The tablet method shall not be used if trench water or foreign material has entered the water line, or if the water temperature is below forty-one degrees Fahrenheit (5° Q. If trench water or foreign material has entered the water line, or if the water temperature is below forty-one degrees Fahrenheit, the continuous -feed method of chlorination shall be used. b. The tablet method shall not be used for extensions which are over 1000 feet in length, or for water lines which are larger than 12-inches in diameter, without prior permission of the District. C. During construction, calcium hypochlorite granules shall be placed at the upstream end of the first section of pipe, at the upstream end of each branch main, and at 500 feet intervals. The quantity of granules used shall be as shown in Table 1, AWWA C651. d. During construction, 5-gram calcium hypochlorite tablets shall be placed in each section of pipe, hydrant, hydrant lateral, and other appurtenances. i. The quantity of tablets used shall be as shown in Table 2, AWWA C651. e. Tablets and granules shall be placed in sufficient number and amount to produce a minimum chlorine concentration in the treated water of 50 milligrams per liter. 05-089.05 01656-3 will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 12/03 Section 00100 Page 6 f. Except in hydrants and joints, tablets shall be attached with an approved adhesive, and shall be on the top of the interior of the pipe in such a manner that there is no adhesive on the tablet except on the broad side of the tablet next to the pipe surface. i. Reference paragraph 2.1.13. g. Introduce water into the pipes at a velocity no greater than 1 ft./sec. h. The chlorinated water shall be retained in the lines for a minimum of 24 hours, at which time the treated water must contain no less than 25 milligrams per liter of chlorine throughout the entire length of the main. The chlorinated water shall be flushed within five (5) days unless otherwise approved by the District. C. Continuous -feed method The continuous -feed method of disinfecting water mains consists of placing calcium hypochlorite granules in the main during construction, completely filling the main to remove all air pockets, flushing the completed main to remove the particulates, and filling the main with potable water chlorinated so that after a 24 hour holding period in the main, there will be a free chlorine residual of not less than 10 milligrams per liter. a. Calcium hypochlorite granules shall be placed in the pipe sections during construction. Reference Section 3.3.13.Le. b. Prior to being chlorinated, the main shall be filled to eliminate air pockets, and shall be flushed to remove particulates. The flushing velocity shall not be less than 2.5 feet per second. i. Reference Section 3.2 and AWWA C651. C. Chlorinated water shall be introduced into the water lines at a point approved by the District at a constant, measured rate so that the chlorine concentration is maintained at a minimum of 25 milligrams per liter of free chlorine. The entire main shall be filled with the chlorine solution. ii. Reference Table 4 of AWWA C651. 05-089.05 01656-4 iii. Prior to and during the disinfection process, valves shall be positioned so that the chlorine solution in the newly constructed main will not flow into water mains in active service. d. The chlorinated water shall be retained in the main for a minimum of 24 hours, at which time the treated water in all portions of the main shall have a free residual of not less than 10 milligrams per liter. 3.4 FINAL FLUSHING A. After the applicable retention period, the heavily chlorinated water shall be flushed from the water lines until the chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system, or is less than 1 milligram per liter. The Contractor shall be responsible for all necessary permits and to ensure that no environmental damage occurs. 1. Reference Appendix B of AWWA C651, for a list of neutralizing chemicals. 3.5 BACTERIOLOGICAL TESTS A. The District shall collect samples from the pipeline after final flushing and pressure testing, but prior to placing water lines in service, to test for bacteriological quality to show the absence of coliform and heterotrophic organisms. I . The District shall be given a minimum of 48 hours advance notice, prior to collecting samples. B. The number and frequency of samples shall be determined by the District based upon AWWA C651. 3.6 REPETITION OF PROCEDURE A. If the initial disinfection, or subsequent disinfections, fail to produce satisfactory samples, the main shall be re -flushed and re -sampled. If the samples are still not satisfactory, the main shall be re -chlorinated by the continuous -feed or the slug method of chlorination until satisfactory results are obtained. B. If the residual is less than 10 milligrams per liter, the water lines shall be re -chlorinated by the continuous -feed method of chlorination and retested. 05-089.05 01656-5 END OF SECTION 05-089.05 01656-6 JUL94 SECTION 01666 TESTING PIPING SYSTEM PARTI- GENERAL 1.1 DESCRIPTION A. This section addresses the hydrostatic testing of water distribution lines and services. B. Water services shall be tested with the main. C. Once the pipeline has been filled and disinfected, and backfilling has been completed and approved, a pressure test shall be conducted. The contractor shall provide all equipment and personnel to perform the hydrostatic test. a. Test equipment shall be able to maintain a continuous internal pipe pressure of 150 psi and accurately measure leakage over a two (2) hour minimum test period. b. The maximum allowable pressure gauge increment shall be 5 psi. C. A water meter shall be used to measure the amount of water used in pressurizing the system. 2. The District will record times, leakage readings and pressure over the test period. D. Testing shall not occur until at least seven (7) days have elapsed since the last concrete thrust restraint was cast, or until a minimum compressive strength of 2500 psi is achieved. E. Testing shall not occur until after the pipeline has been chlorinated and flushed. F. The pipe shall remain filled with water for a minimum of 24 hours prior to the hydrostatic pressure test. Chlorinated water for disinfection shall be flushed within five (5) days unless otherwise approved by the District. G. Unless otherwise approved by the District, the hydrostatic pressure test shall be performed against all valves within the new piping system. 05-089.05 01666-1 1.2 PRESSURE TEST A. "Leakage" is the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof to maintain a pressure of within 5 psi of the specified test pressure, after the air has been expelled and the pipe has been filled with water. B. Test pressure. For ductile iron pipe and PVC pipe, the minimum test pressure shall be 150 psi. 2. A residual pressure of 5 psi of the test pressure shall be maintained for a minimum of two (2) hours. C. The maximum allowable leakage for each test section of ductile iron pipe, and PVC pipe is determined by the following formula: where: L = SD P Liz 133,200 L = maximum allowable leakage, in gallons. S = Length of pipe tested, in feet. D = nominal pipe diameter, in inches. P = average test pressure during the leakage test, in psi. Reference AWWA C600. D. Testing and Leakage. Unless prior permission is given by the District, a test section shall not be any longer than the length of pipe between adjacent line valves. 2. Testing through fire hydrants shall not be allowed. 1.3 PASSING A. If the tests disclose leakage greater than that specified, the defective materials and joints shall be located and repaired. The tests shall be repeated until the leakage is less than the maximum allowed. 05-089.05 01666-2 B. With the exception of obvious leaks, passing of the pressure test shall be on the basis of maximum allowable leakage per section tested. C. All visible leaks shall be repaired regardless of maximum allowable leakage. END OF SECTION 05-089.05 01666-3 JUL94 SECTION 01710 SITE CLEANUP PARTI-GENERAL 1.1 DESCRIPTION A. Site cleanup shall be executed during the progress of the work, and at the completion of the work. 1.2 EXECUTION A. Construction materials shall be neatly stored. B. Containers shall be provided for the collection of wasted material and debris. Containers shall be stored out of the right-of-way. C. Volatile wastes shall be stored in clearly marked, covered metal containers and removed daily. D. Construction materials, equipment, waste containers, construction buildings, parking, etc., shall only be allowed within the limits of the construction easement. Any off -site storage of construction material, equipment, waste containers, construction buildings, parking, etc. shall be allowed only after the Contractor has obtained the written permission of the property owner. E. Upon completion of the construction, the job site shall be restored to its original condition or better. Contractor shall restore any land which will not be paved with asphalt, or concrete, to its original condition. a. All topsoil shall be restored to its original quality. b. Any areas which are stripped of vegetation prior to, or during construction, shall be reseeded. 05-089.05 01710-1 All exterior paved surfaces shall be broom cleaned, and left in good repair. 1.3 DISPOSAL A. In order to maintain an orderly site, waste material and debris shall be removed periodically. END OF SECTION 05-089.05 01710-2 JUL94 SECTION 01720 RECORD DRAWINGS PART 1 - GENERAL 1.1 RECORDING OF DRAWINGS A. Record Drawings shall be submitted by the Design Engineer to the Systems Engineer for review and approval. B. Each drawing shall be labeled "DRAWINGS OF RECORD" in neat large printed letters. C. Construction information shall be recorded concurrently with construction progress. D. Record Drawings shall be marked legibly and with an indelible pen. E. Record Drawings shall include, as a minimum, the following: Field dimensions, elevations, and details. 2. Changes which are made by modification. 3. Details which are not on the original Construction Drawings. 4. Horizontal and vertical locations of underground utilities and appurtenances, referenced to a minimum of three permanent surface improvements. 5. Depths of various elements of work in relation to project datum. 6. All dimensions shall be referenced to property pins if surface improvements have not been constructed. 1.2 MAINTENANCE OF PROJECT RECORD DRAWINGS DURING CONSTRUCTION A. Record Drawings and any documents used for the preparation of said Drawings shall be stored apart from documents used for construction. B. Record Drawings shall be maintained in a clean, dry, legible condition and in good order. 05-089.05 01720-1 1.3 SUBMISSION A. Project Record Drawings shall be submitted to the Systems Engineer with a transmittal letter containing the following: Date. 2. Project title. 3. Design Engineer's name, address and telephone number. 4. Title and number of each Record Document. B. Project Record Drawings shall be submitted on 24" x 36", 3 mil (minimum) reproducible, double -matte mylar. C. The final acceptance of the water lines and appurtenances will not be made until all District requirements are satisfied and the Project Record Drawings are received and accepted by the District. D. The District recommends that Project Record Drawings be submitted in blueline form for preliminary approval. END OF SECTION 05-089.05 01720-2 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 12/03 Section 00100 Page 7 JUL94 SECTION 02221 TRENCHING, BACKFILLING AND COMPACTING PART1-GENERAL 1.1 DESCRIPTION A. This section addresses excavation and trenching; including subsurface drainage, dewatering, preparation of subgrades, pipe bedding, backfilling, compacting, and finish grading for underground pipelines, service lines and appurtenances. B. Reference the "Standard Trench and Bedding Detail' in the appendix. 1.2 QUALITY ASSURANCE A. Soil compaction tests shall be performed in accordance with: 1. ASTM D 2922 - Standard Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods. 2. ASTM D 1556 - Standard Test Methods for Density of Soil in Place by the Sand - Cone Method. B. Construction Staking. 1. Construction staking shall be performed under the supervision of a licensed land surveyor. 2. All survey notes and construction staking notes shall be entered into bound, hard cover field books. 3. Adequate staking shall be provided to establish acceptable horizontal and vertical control. 4. Offsets shall be staked so that vertical and horizontal alignment may be checked. 5. All survey data, which is developed by the Contractor or the Design Engineer in performing surveys which are required by the work, shall be available to the District for examination and reproduction throughout the construction period. 05-089.05 02221-1 1.3 JOB CONDITIONS A. Drainage and Groundwater. 1. Contractor shall obtain all necessary permits prior to starting dewatering operations. a. if groundwater will be discharged into an irrigation ditch, pond, stream or waterway, or will drain to an irrigation ditch, pond stream or waterway, a Colorado Department of Health dewatering permit will be required. b. Permit applications may take up to 30 days to be reviewed by the Colorado Department of Health. C. Contractor is required to complete and process the Discharge Monitoring Report (DMR) that are typically a part of the dewatering permit. d. Upon finishing the work, the Contractor shall be responsible for completing a Colorado Department of Health Discharge Termination Notice. 2. Water that is encountered in the trench shall be removed to the extent necessary: a. provide firm subgrade. b. permit connections to be made in dry conditions. C. prevent the entrance of water into the pipeline. 3. Surface runoff shall be diverted as necessary to keep excavations and trenches free from water during construction. 4. The excavation or trench shall be kept free from water until the structure, or pipe, to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 5. The pipe under construction shall not be used for dewatering. B. Sequencing. 1. Pipeline installation shall be performed within 300 linear feet of trench excavation. a. This distance may be amended, with the District's approval, based upon job conditions. 05-089.05 02221-2 2. Initial trench backfill shall be performed within 300 linear feet of pipeline installation. a. This distance may be amended, with the District's approval, based upon job conditions. 3. Backfill shall be completed, at the end of each day, to the extent that no damage from hydrostatic pressure, floatation, or other cause will result. 4. Where excavation is a hazard to automotive or pedestrian traffic, the amount of open trench and the time duration of that opening is to be minimized. C. Underground Obstructions. The Design Engineer and/or Contractor shall field verify all Record Drawing information obtained from the District. 2. Contractor shall notify each Utility Owner and request utilities to be field located by surface reference. a. The request for the location of utilities shall be made a minimum of 48 hours prior to trenching or excavation (exclusive of holidays and weekends). 3. The Contractor shall expose and verify the size, location, and elevation of underground utilities and other obstructions, sufficiently in advance of construction to permit changes to be made to the Construction Drawings. a. In the event there is a conflict, the Contractor shall notify the District and the affected utility company. b. In the event there is a conflict, the proposed work may be modified, at the District's discretion. 4. Existing improvements, adjacent property, utilities, trees, and plants that are not to be removed shall be protected from injury or damage resulting from the Contractor's operations. 5. If the Contractor removes any underground obstructions, the following shall apply: a. Drainage culverts may be salvaged, and reused in an appropriate location, if written approval is obtained from the District. 05-089.05 02221-3 i. All other underground obstructions shall be replaced as directed by the affected utility. ii. All field drains shall be repaired or replaced to their original condition, or better. 1.4 MAINTENANCE AND CORRECTION A. Contractor shall maintain and repair all trench settlement, resulting from Contractor negligence, which occurs within the one (1) year warranty period, and make necessary repairs to pavement, sidewalks or other structures which may be damaged as a result of trench settlement. 1. Reference paragraph 1.7.D. of Section 01010. PART 2 - MATERIALS 2.1 STABILIZATION MATERIAL A. If the existing soil in the trench bottom is judged to be unstable by the District and/or the Contractor, the unstable material shall be removed and replaced with an acceptable stabilization material. 1. The over -excavation depth shall be a minimum of six (6) inches. 2. Stabilization material is crusher -run rock, conforming to ASTM D448, or CDOH #357. B. Geosynthetics may be used in conjunction with stabilization material, with the prior written approval of the District. 2.2 BEDDING ZONE MATERIALS 05-089.05 02221-4 A. The bedding zone shall extend from four (4) inches below the invert of the pipe to twelve (12) inches above the pipe. The pipe shall be bedded in granular material extending from four (4) inches below the pipe to the spring line of the pipe. 2. Select material shall extend from the spring line of the pipe to twelve (12) inches above the pipe. 3. Reference the "Standard Trench and Bedding Detail" in the appendix. B. Granular material shall be a uniformly graded crushed material, conforming to CDOT #67, unless otherwise noted on the approved Construction Drawings. If noted on the Construction Drawings, the granular material may be sand conforming to ASTM C 33. 2. If noted on the Construction Drawings, the granular material may be 3/8" chips conforming to CDOT #8. 05-089.05 02221-5 r#16 Q C. Select soil shall be either trench backfill material (which is free of rocks, clods, stones greater than 1-1/2 inches in any dimension, and which meets the other requirements of trench backfill material), or granular material. 2.3 GROUND WATER BARRIERS A. If compacted soil is used for ground water barriers, it shall meet the following soil classification. SC - clayey sands, sand -clay mixtures. 2. CL - inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. 3. CH - inorganic clays of high plasticity, fat clays. B. Concrete used for ground water barriers shall develop a minimum compressive strength of 2,000 psi after twenty eight (28) days. 2.4 TRENCH BACKFILL MATERIAL A. Trench backfill material shall be placed from a point twelve (12) inches above the pipe to twelve (12) inches below the ground surface or to the bottom of the pavement subgrade, whichever is greater. B. Trench backfill material shall be either soil excavated from the trench, or imported soil. 1. Any soil used for trench backfill, shall be free from frozen matter, stumps, roots, brush, other organic matter, cinders or other corrosive material, debris, and any rocks or stones which are larger than six (6) inches, in any dimension. a. Rocks or stones which are six (6) inches or larger may be used in trench backfill material with prior written approval of the District. 2. If imported soil is used for trench backfill, it shall meet CDOT specifications for Class #1 structural backfill. 05-089.05 02221-6 SIZE PERCENT PASSING 4.'n � t �c'� ;, .,➢m u. xy r'rr ; . s» PART 3-EXECUTION 3.1 PREPARATION A. Topsoil shall be stripped from areas which are to be disturbed by construction, and stockpiled. Topsoil shall be segregated from non -organic trench excavation material, and debris. 3.2 TRENCHING A. Trenches shall be excavated by open cut methods, except where boring or tunneling is shown on drawings, or approved by the District. B. Care shall be used when operating mechanical equipment in locations where it may cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. C. Mechanical equipment shall be operated in such a manner that the bottom elevation of the trench can be maintained with uniform trench widths and vertical sidewalls of the bedding zone. D. Trench alignment shall be sufficiently accurate to permit pipe to be aligned properly with an eight (8) inch minimum clearance between the pipe and the sidewalls of the trench or trench box. 1. The trench sidewall shall not be undercut in order to obtain clearance. E. Preparation of trench bottom. Trench bottom shall be graded uniformly to provide clearance for each section of pipe. 2. Loose material, water, and foreign objects shall be removed from the trench. 05-089.05 02221-7 3. The Contractor shall provide a firm subgrade, which is suitable for placement of bedding material. 4. If the trench bottom is judged to be unstable by the District and/or the Contractor, the unstable material shall be removed and replaced with an acceptable stabilization material. a. The over -excavation depth shall be a minimum of 6-inches. b. Reference paragraph 2.1. 5. The Contractor shall over -excavate a minimum of six inches below the bottom of the pipe wherever the trench bottom is rock, or other unsuitable material. 6. Over -excavation shall be backfilled and compacted with acceptable Granular Material. a. Reference paragraph 2.2 A. F. Stockpiling excavated materials. Suitable material for backfilling shall be stockpiled in an orderly manner, and stored a minimum of two (2) feet from the edge of the trench. 2. Excess excavated materials not suitable or not required for backfilling shall be disposed of away from the immediate work area. 3. Excavated material shall not be stockpiled against or over existing structures or appurtenances. 3.3 PIPE BEDDING A. Placement and compaction. Reference the "Standard Trench and Bedding Detail' in the appendix. 2. Bedding material shall be distributed and graded to provide uniform and continuous support beneath the water main at all points between bell ends, or pipe joints. a. Pipe shall not be supported by the bells. b. A minimum of four (4) inches of bedding shall be placed prior to the installation of the pipe. 05-089.05 02221-8 3. To prevent lateral displacement, granular bedding material shall be deposited and compacted uniformly and simultaneously on each side of the pipe. a. Bedding material shall not be dropped onto unsupported pipe. 4. Granular bedding material shall be consolidated under and around the pipe. 3.4 GROUND WATER BARRIERS A. Ground water barriers shall be constructed in such a manner as to impede passage of water through bedding material for the full depth of the granular bedding material, and the full width of the trench. Ground water barriers shall be approximately four (4) feet long and spaced not more than four hundred (400) feet apart. 2. Both sides and the bottom of ground water barriers shall be keyed six (6) inches into existing soil, and extend up to original onsite material, or to within one (1) foot of finished grade. 3.5 CUT-OFF WALLS A. Cut-off walls shall be constructed in such a manner as to impede the passage of water through the bedding material for the full depth of the granular bedding material, and the full width of the trench. 3.6 BACKFILLING AND COMPACTION A. All trench backfill shall be compacted. 1. Backfill of pipe and appurtenances and around vaults and valve boxes shall be compacted with equipment and in a manner which is capable of producing the required results. B. Backfill material shall be deposited in uniform horizontal layers which shall not exceed six (6) inches (compacted depth), in all areas, unless otherwise approved by the District. C. Methods and equipment which are appropriate for the backfill of material shall be utilized. 05-089.05 02221-9 Backfill equipment or backfilling methods which may damage the pipe shall not to be used. D. Compaction shall not be performed by jetting or water settling. E. Sheeting removal (if Contractor elects to use sheeting). Do not remove sheeting prior to backfilling. 2. Use effective methods to protect the construction, other structures, utilities and property during the sheeting removal. 3. Voids left by sheeting removal shall be filled with dry sand. 4. Unless otherwise approved by the District, sheeting that is left in place shall be cut off at an elevation six (6) feet below finish grade. F. Topsoil shall be replaced to the depth of stripping over all areas which are to be reseeded. G. Excess excavated material and materials not suitable for backfill shall be disposed of properly. 3.7 FIELD QUALITY CONTROL A. This section applies to all water lines and appurtenances that are maintained by the District, and located within public right-of-way, or within easements on private property. B. Field moisture/density control. Field tests will be conducted to determine compliance of moisture/density requirements in accordance with ASTM D 2922 (Tests for Density of Soil and Soil -Aggregate In Place by Nuclear Methods). 2. Moisture/density tests are the responsibility of the Contractor, and shall be performed by a private Geotechnical Consultant. a. The method of testing of the compacted material and the validity of the results shall be the responsibility of the Geotechnical Consultant. b. Test results shall be submitted to the District by the Contractor or the Geotechnical Consultant within 24 hours of the test, or by the end of the next working day. 05-089.05 02221-10 OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 12/03 Section 00100 Page 8 i. Copies of the field work sheets are acceptable. C. Summarized test results shall be submitted to the District prior to the initial acceptance of the water system. 3. Moisture/density tests shall be performed at a depth of two (2) feet above the top of the pipe bedding and in two (2) foot increments up to the final grade. 4. Moisture/density tests shall be performed at a minimum of two hundred (200) linear feet, as measured along the length of the pipe, or as determined by the District. 5. Moisture/density tests in the vicinity of vaults and valve boxes shall be performed at a maximum of one (1) foot away from the vault sections or valve box. a. Tests shall be performed in random directions from the vault or valve box, on separate lifts. b. A minimum of one (1) test shall be performed for every two (2) feet of backfill material. 6. Moisture/density tests shall be performed below the finished subgrade, and a minimum of one time for each service line installed, unless otherwise specified by the Systems Engineer. 7. All failed test areas shall be re -compacted and retested. B. Compaction shall be to the following minimum densities: (Reference ASTM D 698 or AASHTO T99 unless otherwise indicated). Ground water barrier material: 95% of maximum density (ASTM D 698). 2. Pipe bedding. a. Compacted granular material: 80% of relative density(ASTM D 4253 and D 4254). 3. Bedding zone: 90% of maximum dry density. 4. Trench backfill. a. Paved roadways, sidewalks and other areas which are to be paved: 95% of maximum dry density. 05-089.05 02221-11 b. Gravel roadways: 95% of maximum dry density. C. Fields and landscaped areas: 90% of maximum dry density. d. Under footings, foundations or structures: 100% of maximum dry density. e. All other locations: 95% of maximum dry density. C. Moisture content. All compacted backfill shall be within of 2% (+/-) of the optimum moisture content of the soil as determined by ASTM D 698. Variances may be requested by submitting a report and recommendation from a private Geotechnical Consultant accompanied with a letter that specifically identifies the variance. Submittals should be directed to the Systems Engineer. 2. Water shall be added to the material, or the material shall be harrowed, disced, bladed, or otherwise worked to insure a uniform moisture content, as specified. END OF SECTION 05-089.05 02221-12 JUL94 SECTION 02224 PIPE BORING AND JACKING PART1-GENERAL 1.1 DESCRIPTION A. This section is a minimum guideline and addresses the furnishing and the installation of casing pipe, either by boring or jacking. B. Each casing pipe installation shall be specifically designed by the Design Engineer. C. Reference the "Standard Pipe Casing Detail" in the appendix. 1.2 QUALITY ASSURANCES A. Design Criteria. Specified thickness for pipe and casings are based upon the superimposed loads and not upon the loads which may be placed on the pipe as a result of jacking operations. a. Increased pipe strength shall be provided as necessary to withstand jacking loads. B. Construction Criteria. Owner/Contractor shall obtain the necessary permits from the appropriate agencies, prior to commencing construction. 2. Owner/Contractor shall obtain the bonds or the indemnity which are required by the permits, for protection against any damage and interference with traffic and service, which are caused by the construction activities. 3. All excavations shall conform to the trenching, backfilling and compaction requirements set forth in Section 02221. PART 2 - PRODUCTS 05-089.05 02224-1 2.1 CASING PIPE - SMOOTH STEEL A. The minimum yield point of smooth steel casing pipe shall be 35,000 psi. B. Smooth steel casing pipe shall conform to ASTM 139, Grade B (No hydro). Clean used pipe which is in good condition, and conforms to the requirements of this specification may be used with the prior approval of the Design Engineer and District. C. The minimum wall thickness of smooth steel casing pipe shall be determined by the agency granting the crossing permit. Reference the "Standard Pipe Casing Detail" in the appendix. D. The ends of smooth steel casing pipe shall be beveled for field welding. All field welds shall be painted with an epoxy polyamide exterior coating, or a coal - tar enamel exterior coating, which conforms to AWWA C203, Section 2. a. The minimum thickness of the exterior coating shall be sixteen (16) mil. E. Smooth steel casing pipe shall have an epoxy polyamide exterior coating, or when required by the Construction Drawings, a coal -tar enamel exterior coating. If the Contractor elects to omit the exterior coating, 1/16 inch shall be added to the required thickness of the casing pipe. 2.2 ACCESSORIES A. Casing Seals. 1. Casing seals shall be constructed of either high density rubber casing seals with stainless steel straps, or with clean solid bricks and mortar and grout. a. The acceptable type and manufacturer of high density rubber casing seals are: Pipeline Seal and Insulator Co., Model W. ii. Or an approved equal. 05-089.05 02224-2 B. Casing chocks. 1. Casing chocks shall be constructed of either redwood, stainless steel or polymer runners. a. If stainless steel or polymer casing chocks are used, they shall be twelve (12) inches long, and there shall be three (3) per joint. b. Acceptable manufacturers are: i. Cascade Water Works. ii. Power Seal. iii. An approved equal. 2. The carrier pipe barrel shall be supported in accordance with the "Standard Pipe Casing Detail", see appendix, and asmodified on the approved Construction Drawings. C. Grout. 1. Grout shall consist of 1 part Portland Cement and 3 parts sand. D. Bands. 1. Bands shall be a minimum .015 inches thick and 3/4-inch. PART 3 - EXECUTION 3.1 CASING INSTALLATION A. General. 1. Vertical and horizontal offset staking shall be provided at both ends of bored or jacked crossings. 2. Casing pipe shall be installed at the grade and alignment shown on the Construction Drawings. 05-089.05 02224-3 a. Grade and alignment shall not deviate by more than 0.3 feet from that shown on the Construction Drawings. 3. Casing pipe shall be installed as indicated in the Construction Drawings, whether that is by open trench excavation or by jacking methods. a. Open trench installation of the casing pipe shall be in accordance with Section 02221. 4. The earth which is displaced by the casing pipe shall be disposed of properly. B. Smooth Steel Pipe. Contractor shall provide a smooth, continuous, and uniform casing pipe with no exterior voids. 2. Each section of casing pipe shall be welded with a full penetration butt weld around the entire circumference of the joint to form a watertight continuous conduit capable of resisting all stresses, including jacking stresses. 3. A seventeen (17) pound high potential magnesium anode shall be installed at each end of the casing pipe. C. Grouting. All spaces between the casing pipe and the earth shall be filled with grout. a. Grout connections on the interior of the casing pipe shall be provided at ten (10) feet (O.C.) intervals. 2. Grouting operations shall be performed in a sequence which will preclude any deflections which exceed 5 per cent of the tunnel diameter. 3. After the grout is in place, each hole shall be plugged in order to prevent the backflow of grout. 3.2 CARRIER PIPE INSTALLATION A. Carrier pipe shall be installed at the grade shown on the Construction Drawings. B. Each section of pipe shall have a minimum of three (3) stainless steel or polymer casing chocks or shall have three (3) redwood skids centered every 120 degrees around the pipe. 05-089.05 02224-4 C. If redwood skids are used, each skid shall be individually attached to the pipe with a minimum of three (3) stainless steel bands. Redwood skids shall be twelve (12) feet long if three skids are used per joint, or four (4) feet long if six (6) skids are used per joint. D. The annular space between the casing and the carrier pipes shall be left vacant. E. The ends of the casing pipe shall be sealed with casing seals, or brick and mortar. END OF SECTION 05-089.05 02224-5 JUL94 SECTION 02575 PAVEMENT REPAIR AND RESURFACING PART I - GENERAL 1.1 DESCRIPTION A. This section addresses surface obstructions which the Contractor must remove and replace, such as pavement, drives, curbs, gutters, sidewalks, and similar surfaces, as required to perform the work. B. The words Standard Street Specifications, as used herein, refer to the current Design Criteria and Standards for Streets of the agency having jurisdiction. PART 2 - MATERIALS 2.1 AGGREGATE, ASPHALT AND CONCRETE A. All materials, such as but not limited to aggregate, bituminous material, and concrete, which are used in the repair of surface obstructions, shall conform to the Standard Street Specifications. PART 3 - EXECUTION 3.1 MANHOLE FRAMES AND VALVE BOXES A. Prior to placing the base course, manhole frames and water valve boxes shall be raised to final grade. Manholes/vaults shall be adjusted using a minimum of 4" and a maximum of 12" of concrete shims and mortar. B. All foreign matter shall be removed from the manhole holes and valve boxes immediately. C. All valve boxes and manhole rings shall be straight and properly aligned. Valve boxes shall be inspected by placing a valve key on the operating nut to assure a proper alignment and that the valve box is plumb. 3.2 ASPHALT AND CONCRETE, INCLUDING BASE AND GRAVEL SURFACING A. The Contractor shall remove, dispose of, and restore asphalt, concrete pavement, curbs, drives, sidewalks and gravel surfacing in accordance with the Standard Street Specifications. 05-089.05 02575-1 Contractor shall repair any damage to existing pavement, curbs, drives, or sidewalks which was caused by the work, as shown on the Construction Drawings or as directed by the District. B. Concrete drives, curbs, gutters, sidewalks, and similar structures shall be removed, disposed of, and restored in accordance with the Standard Street Specifications, with the following minimum thickness: Driveways and slabs shall be a minimum six (6) inches thick. 2. Patios shall be a minimum four (4) inches thick. 3. Gutters shall be a minimum six (6) inches thick. 4. Concrete bases for brick pavers and concrete pavement shall be a minimum six (6) inches thick. 5. Sidewalks shall be a minimum six (6) inches thick. 6. Cross pans shall be a minimum eight (8) inches thick. C. Reference Section 03300. 3.4 FIELD QUALITY CONTROL A. Reference the Standard Street Specifications of the agency having jurisdiction. END OF SECTION 05-089.05 02575-2 JUL94 SECTION 02615 DUCTILE IRON PIPE PART 1 - GENERAL 1.1 DESCRIPTION A. This section addresses ductile iron pipe. B. Pipe shall be furnished complete with all fittings, flanges, specials and other accessories. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling l . Slings, pipe tongs or skids shall be used for handling pipe. 2. Pipe or fittings shall not be dropped. 3. Care must be taken to prevent damage to the pipe and fittings by impact, bending, compression, or abrasion. 4. Damaged pipe or fittings shall not be installed. B. Storage 1. Lubricant shall not be stored and used in a manner which will contaminate the lubricant. 2. Rubber gaskets shall be stored in a location which protects them from deterioration or damaged. 3. The maximum stacking heights of pipe as listed in AWWA C600, shall not be exceeded. 05-089.05 02615-1 SECTION 00300 BID FORM PART2-PRODUCTS 2.1 DUCTILE IRON PIPE A. All ductile iron pipe, with push -on joints, shall be manufactured in accordance with ANSI A21.51-86(AWWA C151) B. All ductile iron pipe, with flanged, flat faced joints, shall be manufactured in accordance with ANSI A21.15-83(AWWA C115). C. Ductile iron pipe which is twelve (12) inches and smaller in diameter shall have a working pressure rating of 350 psi. D. Ductile iron pipe which is larger than twelve (12) inches in diameter shall have a working pressure rating of 250 psi. E. Flanged ductile iron pipe with threaded flanges shall be Class 53 pipe. F. All ductile iron pipe shall have nominal laying lengths of either eighteen (18) or twenty (20) feet. Random pipe lengths are not acceptable, except when using restrained joint pipe. 2.2 FITTINGS AND COUPLINGS A. All fittings and couplings shall be manufactured in accordance with AWWA C104, C 110, and C 111. B. All fittings and couplings shall have one of the following types of connections: Flanged joint. 2. Mechanical joint. 3. Push -on joint. C. All fittings and couplings shall be made of either gray -iron or ductile iron, and have a minimum working pressure rating of 250 psi. 2.3 JOINTS 05-089.05 02615-2 A. All mechanical and push -on joints shall be manufactured in accordance with ANSI A21.11-85(AWWA CI11). 1. Unless specified otherwise, all gaskets shall be as recommended by the manufacturer. 2. Lubricant shall be that which is specified by the pipe manufacturer. 3. All nuts and bolts shall be high -strength low -alloy COR-TEN, manufactured in accordance with ANSI-A21.11-85(AWWA CI I I). B. All ductile iron pipe with threaded flanged joints shall be manufactured in accordance with ANSI A21.15-83(AWWA C115). All flanges shall be sized and drilled in accordance with ASME/ANSI B16.1: Cast Iron Pipe Flanges and Flanged Fittings, Class 125. 2.4 PIPE LINING A. All ductile iron pipe shall have a standard thickness cement mortar lining. Ductile iron pipe which is twelve (12) inches and smaller in diameter shall have a cement mortar lining with a minimum thickness of 1/16 inch. 2. Ductile iron pipe which is larger than twelve (12) inches in diameter shall have a cement mortar lining with a minimum thickness of 3/32 inch. B. All ductile iron pipe lining shall conform to ANSI A21.4-85(AWWA C104). 2.5 PIPE COATINGS A. All ductile iron pipe shall have a bituminous coating on the pipe exterior, unless otherwise specified. 1. The minimum thickness of the bituminous coating shall be one (1) mil. 2.6 ACCESSORIES 05-089.05 02615-3 A. Joint restraining devices. 1. Push -on and mechanical joints may be restrained with the use of. a. Megalugs, EBAA Iron Inc. b. Uni-Flange, Uni-Flange Corp. C. Approved equal B. Polyethylene encasement. 1. The polyethylene used in polyethylene encasement shall conform to ASTM D 1248. 2. The minimum thickness of the polyethylene shall be 8 mil. 3. Polyethylene encasement shall be installed in accordance with ANSI A21.5/AWWA C105. PART 3-EXECUTION 3.1 INSTALLATION A. Reference Part 3 of Section 02713. END OF SECTION 05-089.05 02615-4 JUL94 SECTION 02641 VALVES PART 1 - GENERAL 1.1 DESCRIPTION A. This section addresses valves, valve operators, valve boxes, and valve appurtenances used for water distribution lines. 1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Precautions shall be taken to prevent damage to materials during delivery and storage. B. Valves shall be stored off of the ground and away from materials that could contaminate potable water systems. C. Precautions shall be taken to keep all joints and internal parts clean. PART2-PRODUCTS 2.1 GENERAL A. All valves shall open counter -clockwise (left). 1. All nuts and bolts shall be high -strength, low -alloy COR-TEN, manufactured in accordance with ANSI A21.MAWWA C115. B. All buried valves shall have a two (2) inch square operating nut. 1. All operating nuts shall be painted black. C. Any valve which will be placed in a vault, shall have a valve operator which is specifically approved by the District. 2.2 GATE VALVES 05-089.05 02641-1 A. All gate valves shall be a resilient seat type and manufactured in accordance with AWWA C509. 1. All gate valves shall have an epoxy coated interior. 2. Acceptable manufacturers of gate valves are: a. Mueller b. Clow c. Waterous d. M & H e. American AVK f. There will be no substitutions allowed. B. All gate valves shall be provided with two O-ring type stem seals, in accordance with Section 4.8 of AWWA C509. C. The operating nut on all gate valves shall be between four (4) and five (5) feet below finish grade. 1. If, in order to achieve the operating nut depth noted above, it is necessary to use a riser stem, the riser stem shall be pinned. 2.3 TAPPING VALVES A. All tapping valves shall be resilient seat type and manufactured in accordance with AWWA C509. B. All tapping valves shall be provided with two O-ring type stem seals, in accordance with Section 4.8 of AWWA C509. C. All tapping valves shall be equipped with an alignment ring on the flanged side of the valve. 2.4 BUTTERFLY VALVES A. Butterfly valves shall be used when the pipe is larger than twelve (12) inches in diameter. B. All butterfly valves shall conform to AWWA C504. 1. All butterfly valves shall have an epoxy coated interior. 2. All flanged butterfly valves shall be the short body type. 05-089.05 02641-2 3. All butterfly valves shall be Class 15013. 4. The operator torque shall be as specified in Appendix A, of AWWA C504. 5. Acceptable manufacturers of butterfly valves are: a. Mueller b Pratt c. Centerline d. M & H e. Keystone f. or approved equal 2.5 VALVE BOXES A. Main Line Valves 1. Valve boxes shall be Tyler 5 1/4 inch shaft, screw -type with the word "WATER" cast into the lid. 2. Valve box bases shall be: a. Tyler 6860 series with a #6 base b. Tyler 6850 series c. or approved equal B. Service Line Valves 1. All valve boxes which will be used as service line curb stops (3/4" to 2"), shall not be located under driveways. a. Reference Section 02646. 2. Valve boxes for service line valves which are four (4) inch or larger, shall be Tyler 5 1/4 inch shaft, screw type with the word "WATER" cast into the lid. 2.6 AIR RELIEF/VACUUM RELIEF VALVES 05-089.05 02641-3 A. Reference the "Typical Air and Vacuum Relief Valve Installation" drawing in the appendix. B. Materials and Construction. 1. Air relief and vacuum relief valves shall have an integral type assembly which will function both as an air release and vacuum valve. 2. All air relief and vacuum relief valves shall be rated at a working pressure of 150 psi. and a minimum hydrostatic test pressure of 250 psi. 3. The size of air relief and vacuum relief valves shall be as noted on the Construction Drawings. 4. Taps for air relief valves and vacuum relief valves shall be made as indicated on the Construction Drawing, unless otherwise directed by the District. 5. All piping shall be brass. 6. Connections: a. The inlet connection for air relief and vacuum relief valves shall be a minimum two (2) inches in diameter conforming to AWWA C800. b. Connections on the outlet side of air relief and vacuum relief valves shall be threaded and shall be protected to minimize entry of debris and dirt into the valve. 7. The body of all air relief and vacuum relief valves shall be either cast iron, conforming to ASTM A48-Class 35A, or ductile iron, conforming to ASTM A27-GR U60-30. 8. The working parts and seats of air relief and vacuum relief valves shall be brass, stainless steel, or other non -corroding material. 9. The float of air relief and vacuum relief valves shall be stainless steel. 10. All air relief and vacuum relief valves shall be watertight to a pressure of 200 psi. C. Manufacturers 1. Acceptable air release and vacuum relief valves, and their manufacturers are: a. APCO Combination Air Release Valve, by Valve and Primer Corporation. b. Crispin Universal Air Valve, by Multiplex Manufacturing. c. CAV Combination Air Release and Vacuum Valve, G.A. Industries Inc. 2.7 CHECK VALVES 05-089.05 02641-4 A. Acceptable check valves and their manufacturers are: 1. G.A. Industries, Inc., 250 D with renewable bronze seat. 2. American Darling, 52 SC. 3. Mueller, "Detector Gravity". 4. Watts 5. or approved equal B. All check valves shall be rated at a working pressure of 150 psi. PART 3 - EXECUTION 3.1 INSTALLATION A. Valves and valve boxes shall be examined for cracks, dents, abrasions, and other flaws prior to installation. 1. Defective valves and valve boxes shall be marked and removed from the site. B. Valves 1. With the exception of tapping valves, flanged valves shall not be buried. 2. The valve shall be installed in such a manner that the operating nut is perpendicular to the ground surface. 3. The joined valve shall be supported in place on compacted granular material. a. Reference Section 02221. C. Tapping Valves. 1. Tapping valves shall be installed in accordance with the manufacturers recommendations. 2. Tapping valves and sleeves are to be air pressure tested to 125 psi, no leakage for 5 minutes, prior to proceeding with the wet tap. D. Valve Boxes. 1. Valve boxes shall be installed on all buried valves. 05-089.05 02641-5 2. Valve boxes shall be installed so that no stress is transmitted to the valve. 3. Valve operators which are mounted to one side of the valve, shall be located to the south or west of the valve. 4. Valve boxes which are to be set over the valve shall be centered, plumb and directly over the operating nut and valve with the top of the box on grade. a. The soil around the valve box shall be carefully compacted around the barrel, with hand equipment, to minimize misalignment and the settling of the backfill. b. Other valve box types shall be adjusted as required on the Construction Drawings. 3.2 AIR RELIEFNACUUM RELIEF VALVES A. Air relief and vacuum relief valves shall be installed at high points, and as shown on the Construction Drawings. B. Air relief and vacuum relief valves shall be installed in accordance with the "Typical Air and Vacuum Relief Valve Installation" drawing, in the appendix, and as modified on the approved Construction Drawings. 3.3 PRESSURE REGULATING VALVES A. Pressure regulating valves shall be evaluated on a case -by -case basis. 3.4 OPERATION A. Valves which have been accepted by the District, shall be operated by District personnel only. END OF SECTION 05-089.05 02641-6 JUL94 SECTION 02713 WATER DISTRIBUTION SYSTEM PART1-GENERAL 1.1 DESCRIPTION A. This section addresses the installation of water distribution mains, and includes the acceptable products, materials, and construction practices which may be used in the installation of water distribution mains. 1.2 QUALITY ASSURANCE A. Water system installations shall conform to the regulations of the Colorado Department of Health, and the Water Quality Control Commission. B. Construction staking. Reference Section 02221. C. Horizontal alignment shall not be deviated from by more than six (6) inches. D. Vertical alignment shall not be deviated from by more than three (3) inches, as measured from the pipe invert. E. The minimum effective area of thrust blocks, shall be as specified in "Standard Concrete Thrust Blocks" drawing in the appendix. 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference Sections 02615, 02622, 02641, 02644, 02646 1.4 JOB CONDITIONS A. Foreign material, including trench water, shall not be permitted in the pipe. B. Debris, tools, clothing, or other material shall not be permitted in the pipe. C. In order to prevent water, debris, and animals from entering the pipe, the open ends of the pipe shall be plugged with a restrained, watertight plug when pipe laying is not in progress. D. Effective measures shall be used to prevent uplifting or floating of the pipeline prior to completion of the backfilling operations. 05-089.05 02713-1 L L IL IL 1-19 PROJECT: SECTION 00300 BID FORM Place 6C:0(k S � C Date ( (pFA e,� 1. In compliance with your Invitation to Bid dated ( „`�� 3 20p&p and subject to all conditions thereof, ` the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby. declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of -and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ��c � MM„n}. of r ($ ) in accordarYce with t e Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: Tr -a r vrs 06sua1� &r2 &AJ tQ 1 Ptmrr Ca 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. _through 7/96 Section 00300 Page 1 E. Pipe shall not be installed under the following conditions: 1. When the trench contains water. 2. When weather conditions are unsuitable. a. Temperature is less than 10' Fahrenheit. District written approval is required when the temperature is 32' Fahrenheit or less. b. Snowing heavily. C. Raining heavily. d. High winds. 3. When the trench bottom is unstable. F. Pipe and appurtenances shall be protected against dropping and damage. I . Pipe and appurtenances shall not be used if they are damaged. PART2-PRODUCTS 2.1 PIPE A. The same type of pipe material shall be used for each size pipe. 1. Pipe material shall not be interchanged, except where another type of pipe material is specifically indicated. B. Reference Section 02641. 2.2 VALVES A. Reference Section 02641. 2.3 HYDRANTS A. Reference Section 02644. 05-089.05 02713-2 2.4 BLOW -OFFS A. M & H Style 33 B. Mueller A-411 C. Or approved equal. 2.5 SERVICE LINES, METERS, APPURTENANCES A. Reference Section 02646. 2.6 TAPPING SLEEVES A. Tapping sleeves and valves are required for connections to existing distribution mains unless otherwise indicated on the Construction Drawings. B. Tapping sleeves for PVC and Ductile Iron pipe shall be a stainless steel construction with a ductile iron flange, Acceptable manufacturers are: 1. ROMAC 2. Ford 3. Approved equal. C. Tapping sleeves for Steel pipe shall be a weld -on type approved by the District. 2.7 CONCRETE VAULTS AND MANHOLES A. Mortar. 1. Mortar shall be Sand -Cement grout using the following ratio: a. One (1) part Portland Cement; conforming to ASTM C 150, Type I/II. b. Two (2) parts sand; conforming to ASTM C144. C. One half (1/2) part hydrated lime; conforming to ASTM C207, Type S. 05-089.05 02713-3 B. Grout l . Grout shall be one of the following: a. Pre -mixed non-metallic grout; acceptable types and manufacturers listed below: i. Master Builders; "Embeco Mortar". ii. Sonnebom; "Ferrolith G-D.S. Redi-Mixed". iii. Approved equal. b. Job -mixed grout shall use the following ratio: i. One (1) part Portland Cement; conforming to ASTM C207, Type I/I1. ii. One (1) part sand; conforming to ASTM C144. iii. One (1) part shrinkage correcting aggregate. Acceptable types and manufacturers are: Master Builders; "Embeco Aggregate". Sonnebom; "Ferrolith G-D.S." Approved equal. C. Steps 1. All steps shall be made of one of the following materials: a. Aluminum. b. Copolymer polypropylene plastic conforming to ASTM C478 and ASTM C497. C. Acceptable steps and their manufacturers are: i. Neenah; R-1982-W. ii. M. A. Industries; PS-2-PFS. d. All steps shall be spaced twelve (12) inches apart (O.C.). e. The maximum distance from the cover to the top most step shall be twenty four (24) inches. f. The maximum distance from the bench of the manhole to the lowest step shall be eighteen (18) inches. 05-089.05 02713-4 D. Pipe Penetration seals. 1. Acceptable seals and their manfacturers: a. LINK -SEAL; Thunderline Corp. b. Approved equal. PART 3 - EXECUTION 3.1 INSPECTION A. Pipe barrel and fittings shall be free of dirt or other foreign objects prior to installation. B. Pipe and fittings shall be inspected for cracks, dents, abrasions or other flaws prior to installation. C. Pipe and fittings with damaged linings or coatings shall be rejected. 1. Defective pipe shall be marked and shall not be removed from the site unless approved by the District. 3.2 PREPARATION A. Trenching, backfilling and compaction. 1. Reference Section 02221. B. Connections. 1. The location and elevation of the existing pipe shall be verified prior to construction. D. Joints 1. Dirt, oil, grit, and other foreign matter shall be removed from the inside of the bell and outside of the spigot. 2. A thin film of lubricant shall be applied to the inside of the gasket and the spigot end of the pipe, per the manufacturer's recommendations. 3. The lubricated joint shall be kept clean until joined. 4. The pipe shall have a depth mark prior to the assembly to insure that the spigot end is inserted to the proper depth of the joint. 5. Stabbing the pipe shall not be allowed. 05-089.05 02713-5 6. Previously completed joints shall not be disturbed during the jointing operation. All joints shall be watertight and free from leaks. 8. After the initial acceptance of the water main, the Contractor shall be responsible for the repair of any leak, resulting from improper workmanship or materials, which is discovered within the one (1) year period. 3.3 PIPE INSTALLATION A. All pipe shall be installed with the bells pointing in the direction that the work is progressing. B. The Contractor shall employ effective measures to prevent the opening of joints during bedding and backfilling operations. Bedding material shall not be dropped onto unsupported pipe, which has been set to alignment and grade. C. The joint shall be completed in accordance with the pipe material specification, and the pipe shall be adjusted to the correct line and grade as each length of pipe is placed in the trench. Pipe shall be laid and maintained at required lines and grades as specified in the approved Construction Drawings. D. Ductile iron pipe shall be installed with polyethylene encasement. E. Tracing wire shall be installed with PVC pipe. Reference Section 02622 F. The pipe shall be secured in place with the specified bedding consolidated under and around the pipe. G. The pipeline shall be installed so that a uniform positive or negative grade is maintained between the designed high and low points. H. The minimum depth of cover shall be five (5) feet from the finished grade to the top of the pipe, except as otherwise indicated on the Drawings. I. The maximum depth of cover shall be six (6) feet from the finished grade to the top of the pipe, except as otherwise indicated on the Drawings. J. Concrete encasement shall be provided where indicated on the Construction Drawings only. Written District approval is required for all other cases. Cast -in -Place Concrete. 05-089.05 02713-6 a. Reference Section 03300. 2. At any location where water mains cross sewer lines and there is less than 18-inches of vertical clear distance, the crossing shall be constructed by one of the following methods: a. One length of pipe, with a laying length of 18-feet, or greater, shall be installed. The pipe shall be centered on the crossing such that no pipe joints are within ten (10) feet. ii. Any joint within ten (10) feet of the centerline of the water pipe, as measured perpendicular to that pipe, shall be encased in six (6) inch reinforced concrete 3. Suitable backfill or other structural protection shall be provided to prevent settling or failure of the higher pipe. 3.4 THRUST RESTRAINT A. Anchorage and blocking. Reference the "Standard Concrete Thrust Blocks" drawing in the appendix. 2. Concrete thrust blocks and anchors for preventing pipe movement shall be provided at all mechanical joint plugs, wyes, tees, crosses, bends which deflect 11-1/4 degrees or more, reducers and valves. 3. The minimum size of thrust blocks and thrust anchors shall be determined from the table in the "Standard Concrete Thrust Blocks" drawing in the appendix. 4. The concrete thrust block bearing surface shall be excavated into undisturbed soil. a. All loose soil shall be disposed of, and the location where the thrust block is to be poured shall be carefully shaped to provide a uniform bearing surface of the required size. b. The concrete thrust block bottom shall be flat, and sides shall be vertical. C. If soil is to be disturbed, making a concrete thrust block or thrust anchor unusable, alternate restraining systems must be approved by the District prior to pipeline installation. 5. The concrete thrust block shall be formed to provide access to fittings, valves and hydrants. 6. The concrete thrust block shall be extended from the fitting or valve to be blocked, to solid undisturbed earth. 05-089.05 02713-7 a. Concrete thrust blocks shall be constructed so that joints and drain holes are clear and accessible. 7. Concrete shall be separated from fittings, valves and hydrants by an 8 mil polyethylene film. a. Concrete shall not be poured directly on or over fittings, nuts, bolts, flanges, etc.. 8. The District shall be notified 24 hours before concrete is placed. B. Restraining Devices If concrete thrust blocks cannot be used for any reason, push -on and mechanical joints may be restrained with mechanical restraint systems. 2. The Engineer shall determine the length of pipe to be restrained for each situation where mechanical restraint systems are installed. 3. Approved mechanical restraint systems are: a. Megalugs, EBAA Iron, Inc b. Uni-Flange, Uni-Flange Corp. C. Approved equal 3.5 INSTALLATION OF PIPELINE APPURTENANCES A. Valves, meters, hydrants and other appurtenances to the water distribution lines shall be installed at the locations shown on the Construction Drawings, or as approved by the District to accommodate field conditions. Measurements of the actual location of appurtenances shall be made prior to backfilling for recording in the Project Record Drawings. B. All dead-end water lines will be plugged and have a thrust block poured against the plug. Dead-end water lines that will be extended in the future, shall have a valve which controls that section of waterline left in the on position. C. Blow -offs will not be allowed to be permanently installed on dead-end water lines unless otherwise approved by the District. Dead-end water lines, which have services, shall have a fire hydrant at the end of the waterline to facilitate the discharge of air and water from the waterline. 05-089.05 02713-8 a. If the waterline is to be extended in the future, the fire hydrant may be installed temporarily, until the extension occurs. D. Blow -offs which are installed by the Contractor during construction shall be abandoned at the main prior to acceptance of the waterline. E. Install marker posts at all line valves, air valves, and at intervals not to exceed 1,000 feet as determined by the District. 3.6 PROTECTION OF METAL SURFACES A. If the supplied material has not been factory coated, or the coating has been damaged by installation, the material shall be protected by one of the following methods: Two coats of coal tar paint shall be applied to ferrous metal rods, rebar, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth or fill material, and are not encased in concrete. a. The first coat of coal tar paint shall be applied to a dry, clean surface. b. The first coat of coal tar paint shall be allowed to dry before the second coat is applied. Ferrous metal rods, rebar, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth of fill material, and not encased in concrete shall be protected with coal tar paint or a rubberized spray -on undercoating, and wrapped by a minimum 8 mil polyethylene film. a. The rubberized spray -on undercoating shall be either: NAPA: Mac's Rubberized Undercoating ii. Tite-Seal Rubberized Undercoating iii. Or approved equal. 3.7 CONCRETE MANHOLES AND VAULTS A. Manholes/vaults shall be constructed at the location and elevation indicated on the approved Construction Drawings, or as directed by the Systems Engineer to accommodate field conditions. 05-089.05 02713-9 The location of manholes/vaults shall be referenced by the Design Engineer, to a minimum of two permanent surface references, and recorded of the Record Drawings. 2. Water tight seals shall be installed at all pipe penetrations. B. The manhole/vault shall be set plumb. Precast concrete adjustment rings shall be used to bring the ring and cover to grade. a. The total height from the top of the manhole/vault to the finish street grade shall not exceed sixteen (16) inches unless otherwise indicated. b. Adjustment rings shall be joined using a minimum one (1) inch mortar bed. C. All joints, lifting holes and other imperfections shall be filled with non -shrink grout to provide a smooth finished appearance. END OF SECTION 05-089.05 02713-10 JUL94 SECTION 03300 CAST -IN -PLACE CONCRETE PARTI-GENERAL 1.1 DESCRIPTION A. This section covers cast -in -place concrete for thrust restraints, encasement, and cut-off walls, including forms, reinforcing steel, finishing and curing, and other appurtenant work. PART2-PRODUCTS 2.1 CEMENT A. All cement shall be Portland Cement. 1. Portland Cement shall conform to ASTM C150. 2. Portland Cement shall be Type I/11 or Type V. a. 12, 24, or 48 hour concrete mixtures may be used with prior approval of the District. b. Acceptable manufacturer of early strength cement is Quix Strength, or an approved equal. 2.2 AGGREGATES A. All fine and course aggregate shall conform to ASTM C33. 2.3 WATER A. All water shall be free from objectionable quantities of silt, organic matter, alkali, salts, and other impurities or conform to ASTM C94. 05-089.05 03300-1 REVISED BID SCHEDULE ADDENDUM 1 Project: Ziegler Road and Kechter Road Roundabout - Includes Revised Line Items from Adendum #1 Date: 04/0812006 SpadXem NumMr D .s nptlon Quaff UnN Writ Coat ft. cost Ziegler Road and Kechter Road Roundabout Quantities: 202-01 Remove Pipe (RCP,CMP,PVC ) 76 LF 202-02 Remove Concrete Irrigation Structures & Inlet 3 EA 202-03 Remove Concrete Headwalls 2 EA 202-04 Remove Concrete Irrigation Ditch 165 LF 202-05 Pulverize Concrete Intersection (In Place) 1120 SY 202-06 Remove Pulverized Concrete (located under landscaped center median) 215 BY 202-07 Remove Vertical Curb & Gutter 1736 LF 202-08 Remove Concrete Radius and Spandrels 1614 SF 202-09 Remove Sidewalk 6518 SF 202-10 Remove Sidewalk Chase & Concrete Run Dawn 1 LS 202-11 Rotomill Asphalt Pavement - Full Depth (Approximately 7" - 10") and Stockpile 6707 SY 202-12 Rotomill Asphalt Pavement (2" Depth) 5706 SY 202-13 Saw Cut Asphalt or Concrete 229 LF 202-14 Remove 19" x 30" HERCP FES 6 EA 202-15 Remove Rip Rap 25 BY 202-16 Remove Barbed Wire Fence 515 LF 202-17 Remove and Replace Existing Wood Fence 2 EA 202-18 Clean Culvert 1 EA 202-19 Remove and Relocate Gate Posts 1 LS 202-20 Remove Existing Trees, Shrubs and Landscape Treatment 1 LS 203-01 Clearing & Grubbing 1 LS 203-02 Remove Existing Sod 7713 SF 203-03 Unclassified Excavation 2508 CY 203-04 Embankment 4493 CY 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR ` ( BY: Signature Date Title License Number (If Applicable) (Seal - it Bid is by corporation) Attest:c�w 7/96 Address I'13Q S. cpu"4 Q'4 130 Telephone q�p-hloq-1u1o3 Email Section 00300 Page 2 I 2.4 ADMIXTURES A. An air -entraining agent shall be used in all concrete. 1. All air -entraining agents shall conform to ASTM C260. B. A water -reducing admixture may be used. 1. A water -reducing admixture shall conform to ASTM C494, for Type A or Type D chemical admixture. 2. The water -reducing admixture shall not contain any calcium chloride. 3. The water -reducing admixture shall be compatible with the cement being used. C. Accelerators 1. Accelerators shall conform to ASTM C494 and ACI 306. a. If calcium chloride is used as an accelerator, the amount used should not exceed 2%, by weight, of the cementatiuos material. b. Calcium chloride shall be in solution prior to adding it to the batch process. D. Fly -Ash 1. When fly -ash is used in concrete, the cement replacement shall not exceed 20%. a. Class C or Class F fly -ash shall conform to ASTM C618. E. Any admixtures except air entraining agents and accelerators, must be approved by the District. 2.5 CONCRETE REINFORCEMENT A. All deformed reinforcing bars shall conform to ASTM A615 or ASTM A617. 1. All bars shall be either Grade 40 or 60. B. All welded steel wire fabric shall conform to ASTM A185. 05-089.05 03300-2 PART 3 - CONCRETE 3.1 GENERAL A. Concrete shall have a minimum of 6 sacks per cubic yard, and shall be allowed to develop a minimum compressive strength of 3,000 psi at 28 days. B. Concrete shall have a maximum allowable water/cement ratio of 0.50, by weight. The water cement ratio may be increased to 0.56, by weight, if a water -reducing agent is used. a. Reference paragraph 2A.B.. 3.2 Placing A. Concrete shall not be placed unless the air temperature adjacent to the concrete placement is 30 degrees Fahrenheit, and rising. 1. The temperature of the mix shall not be less than 50 degrees Fahrenheit, nor more than 90 degrees Fahrenheit at the time of the placement. 2. If heated water and/or an accelerator is used, the above temperature restrictions may be waived. a. Water shall not be heated to a temperature exceeding 150 degrees Fahrenheit. B. Concrete shall be placed when the temperature of the plastic concrete can be maintained at 90 degrees Fahrenheit, or lower, unless approved by the District. To facilitate the placement of concrete in hot weather, the aggregate of the water may be cooled. 3.3 FINISHING A. Vault bases shall be trowel finished. 05-089.05 03300-3 3.4 CURING A. Finished concrete shall be cured by protecting it against moisture loss, rapid temperature change, and from rain, flowing water and mechanical damage for a minimum of 72- hours after placement. Concrete shall be maintained at a minimum temperature of 50 degrees Fahrenheit during the curing period. 2. The Contractor is responsible for protecting the concrete from traffic and the elements. END OF SECTION 05-089.05 03300-4 JUL94 SECTION 03400 PRECAST CONCRETE PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses precast concrete products. B. Reference Sections 02641, 02646, and 02713. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. All precast concrete parts shall be handled, stored, and protected in a manner which will prevent damage to materials. PART 2 - PRODUCTS 2.1 PRECAST CONCRETE PRODUCTS A. Barrels, boxes, and flat slab tops of vaults and meter pits shall conform to and be designated as ASTM C478, and shall be made with Type I/II cement. 1. Reference Section 2713, "Water Distribution System". 2. Unless written permission is obtained from the District, flat slab tops will be used on all vaults and meter pits. B. Concrete and Reinforcing Materials. 1. Reference Section 03300. 2. Reference ASTM C478. END OF SECTION 05-089.05 03400-1 SUBGRADE INVESTIGATION AND PAVEMENT DESIGN FOR STREETS IN THE VICINITY OF KINARD JUNIOR HIGH SCHOOL FORT COLLINS, COLORADO Prepared for: CITY OF FORT COLLINS STREET OVERSIZING DEPARTMENT 281 North College Avenue P. O. Box 580 Fort Collins, Colorado 80521 Attention: Ms. Eileen Bayens Project No. FC03508-135 June 15, 2005 4001 Automation Way I Unit 2011 Fort Collins, Colorado 80525 Telephone:970-206-9455 Fax:970-206-9441 TABLE OF CONTENTS SCOPE...........................................................................................................................1 SUMMARY OF CONCLUSIONS....................................................................................1 SITE CONDITIONS........................................................................................................2 PROPOSED CONSTRUCTION......................................................................................2 INVESTIGATION............................................................................................................ 2 SUBSURFACE............................................................................................................... 3 LABORATORY INVESTIGATION.................................................................................. 3 SUBGRADE PREPARATION.........................................................................................4 SOLUBLESULFATES...................................................................................................6 PAVEMENTDESIGN.....................................................................................................6 PAVEMENT MATERIALS.............................................................................................. 8 CONSTRUCTION DETAILS.........................................................................................11 MAINTENANCE...........................................................................................................11 LIMITATIONS...............................................................................................................12 FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3 THROUGH FIGURE 7 - GRADATION TEST RESULTS FIGURE 8 AND FIGURE 9 - SWELL TEST RESULTS FIGURE 10 - HVEEM STABILOMETER TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS APPENDIX A- FLEXIBLE PAVEMENT AND RIGID PAVEMENT DESIGN CALCULATIONS APPENDIX B - FLY ASH STABILIZATION CONSTRUCTION RECOMMENDATIONS APPENDIX C - MATERIAL PROPERTIES AND CONSTRUCTION CHECKLIST APPENDIX D - GUIDELINE MAINTENANCE RECOMMENDATIONS CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03505-135 S.WC03508.000113512. Report 11FC03506.135.rptdoc Mai SCOPE This report presents the results of our subgrade investigation and pavement design for the Zeigler Road widening from Shallow Pond Drive to Trilby Road, for Trilby Road from Zeigler Road to the southwest corner of the Kinard Junior High School site and for the Old Legacy Drive cul-de-sac. This investigation was to identify the type of subgrade soils under the proposed streets to be widened and paved and to send design pavement alternatives for paving the streets. We believe our report is in general conformance with Chapter 5 and Chapter 10 of the Larimer County Urban Areas Street Standards repealed and reenacted October 1, 2002, as adopted by the City of Fort Collins. Our report includes a description of the subgrade soils penetrated by our exploratory borings, laboratory test results, recommended alternative pavement sections and construction and materials guidelines. Our recommendations are based upon laboratory test results, discussions with the City of Fort Collins project design team, City of Fort Collins design criteria, the American Association of State Highway Transportation Officials (AASHTO) 1993 "Guide for Design of Pavement Structures". and our experience. SUMMARY OF CONCLUSIONS 1. Our borings penetrated 5 feet and 10 feet of loose to medium dense, clayey sands and occasional layers of stiff sandy clays to the maximum depth drilled of 10 feet. Bedrock was not penetrated in the ten borings. 2. Ground water was encountered between 5.5 feet and 7.5 feet in 7 of the ten borings. 3. The subgrade soils have medium to high swell potential and fair to poor subgrade support characteristics. Mitigation measures are discussed in this report. 4. Subgrade soils should be scarified a minimum of 8 inches deep, moisture conditioned and compacted to at least 95 percent of Standard Proctor maximum dry density (AASHTO T 99). Sand soils should be moisture conditioned to 2 percent below to 2 percent CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, 1 ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:IFC03508.000%135%2. Report 1%FC03508.135.rpt.doc Ma above optimum moisture content. Clay soils should be moisture conditioned to between optimum moisture content and 3 percent above optimum moisture content. 5. Pavement sections using asphaltic concrete pavement on prepared subgrade, asphaltic concrete pavement on compacted aggregate base course and concrete pavement are discussed in this report. SITE CONDITIONS Kinard Junior High School is located just outside of the southeastern corner of the City of Fort Collins. The Old Legacy Drive cul-de-sac is located on the northern boundary of the school site. Zeigler Road borders the eastern side of the school site and will be widened. Trilby currently ends at the intersection with Zeigler Road at the southeast corner of the school site. The alignment of the proposed stretch of Trilby Road is a cornfield with standing corn along the south side of the school site. PROPOSED CONSTRUCTION The proposed project includes the widening of about 750 feet of Zeigler Road from Shallow Pond Drive to Trilby Road, constructing about 1000 feet of Trilby Road from the Zeigler Road/Trilby Road intersection to the southwest corner of the Kinard Junior High School site and paving the Old Legacy Drive cul- de-sac in Fort Collins, Colorado (see Figure 1). The stretch of Zeigler Road will be widened on its west side. A traffic control island is proposed at the Trilby Road intersection with Zeigler Road in Trilby Road. There is also a waterline planned along the south side of the Trilby Road right-of-way. INVESTIGATION Subsoils were investigated by drilling ten exploratory borings. Four borings were drilled to 10 feet in the proposed widening of Zeigler Road at approximate intervals of 200 feet, five borings were drilled to 10 feet for the Trilby Road construction at approximate intervals of 250 feet and one boring was drilled CITY OF FORT COLLINS 2 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508.135 SAFC035M000113M. Report 11FC03503.135ipt doc to 5 feet in the proposed Old Legacy Drive cul-de-sac. The boring locations are shown on Figure 1. The borings were drilled with a truck -mounted drill rig using 6-inch diameter continuous flight augers. Soils were sampled by driving a California sampler with a 140-pound hammer falling 30 inches and by collecting bulk samples from the auger cuttings. SUBSURFACE Our borings penetrated 5 feet to 10 feet of clayey sands. The sands were medium dense overlying looser sands. The sands were bedded with occasional thin layers of stiff, sandy clays. The clayey sands and sandy clays were moist to very moist. Bedrock was not encountered in the ten borings. We encountered ground water in 7 of the 10 borings from 5.5 feet to 7.5 feet. Summary logs of the borings, including results of field penetration resistance tests, are shown on Figure 2. LABORATORY INVESTIGATION The laboratory investigation for the pavement subgrade soils was designed to provide index properties, swell/consolidation characteristics, and subgrade support values for those soils that influence the pavement design. Index properties of the soils sampled were measured and the soils were classified according to AASHTO and the Unified Soil Classification System. The soils classified as follows: five samples were A-7-6, 4 samples were A-2-7 and one sample was A-2-6 according to the AASHTO classification. Nine of the samples were classified as clayey sands (SC) and one sample was classified as a sandy clay (CL) according to the Unified Soil Classification System. The samples had group indices ranging from 0 to 29. CITY OF FORT COLLINS OLD LEGACY DRIVE CULAESAC, 3 ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 SAFC03508.00011 M. Report 1%FC8=8.135.rpt.dx if The samples tested had liquid limits ranging from 22 percent to 41 percent and plasticity indices from 23 percent to 36 percent. The samples had 24 percent to 81 percent silt and clay -sized particles (passing the No. 200 sieve) with the majority of the samples having between 33 percent and 48 percent. A Hveem Stabilometer test (R-value) (ASTM D 2844, AASHTO T 190) was performed on the sample of clays (A-7-6) because it was judged to be the poorest sample and an R- value of 15 (see Figure 10) was obtained. We tested three samples in our swell/consolidation apparatus. The samples were lightly loaded to 150 psf, flooded with water and allowed to swell or consolidate. Test results indicated medium swell for the A-2-7 soils (1.3 percent) and high for the A-776 soil (2.1 percent). Swell test results are presented on Figure 8 and Figure 9. Based on the swell test data, Atterberg limits, visual observations of the soils and our experience, we judge the swell potential of subgrade soils to be high, using the Larimer County Urban Area Street Standards. Laboratory test results are presented on Figure 3 through Figure 10 and summarized in Table I. SUBGRADE PREPARATION The subgrade soils under the Zeigler Road widening, Trilby Road construction and Old Legacy Drive cul-de-sac are medium to high swell potential. Soils with this swell potential will require mitigation per the Urban Area Street Standards. Mitigation measures include over excavation and replacement with non -expansive or low -expansive material or chemical treatment such as mixing the on -site soils with fly ash (preferred by Street Oversizing Department). Lime and cement are also mixed with on -site soils to provide mitigation. Finally, sub drains have proved effective. Drains, if selected as part of the mitigation treatment, should be designed as required by the Larimer County Urban Area Street Standards. CITY OF FORT COLLINS 4 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:WC03500.000113M. Report ITC03506.135.rptdoc REVISED BID SCHEDULE ADDENDUM 1 Project: Ziegler Road and Kechter Road Roundabout- Includes Revised Line Items from Adendum #1 Date: 04/08/2006 a°eN`m Number D Criwnn gum unk unn co.e gem cwt Ziegler Road and Kechter Road Roundabout Quantities: 202-01 Remove Pipe (RCP,CMP,PVC) 76 LF GO lib 202-02 Remove Concrete Irrigation Structures & Inlet 3 EA (D� 202-03 Remove Concrete Headwalls 2 EA y 75 4' 50 7$ 202-04 Remove Concrete Irrigation Ditch 165 LF 35 —� 202-05 Pulverize Concrete Intersection (In Place) 1120 SY /D Y7a 202-06 Remove Pulverized Concrete (located under landscaped center median) 215 SY —�— 202-07 Remove Vertical Curb & Gutter 1736 LF -3 — 202-08 Remove Concrete Radius and Spandrels 1614 SF $0 00 QO 202-09 Remove Sidewalk 6518 SF rJg ti DO O_P 202-10 Remove Sidewalk Chase & Concrete Run Down 1 LS y.3o q30 g5 95 202-11 Rotomill Asphalt Pavement - Full Depth (Approximately 7" - 10") and Stockpile 6707 SY j / a Lio 202-12 Rotomill Asphalt Pavement (2" Depth) 5706 SY n_o .1 co / / LI /,2 -c� 202-13 Saw Cut Asphalt or Concrete 229 LF il 01 Ito pc t0 Gp 202-14 Remove 19" x 30" HERCP FES 6 EA g0 00 202-15 Remove Rip Rap 25 SY 70 202-16 Remove Barbed Wire Fence 515 LF 6 _ ob o0 202-17 Remove and Replace Existing Wood Fence 2 EA oc en 202-18 Clean Culvert 1 EA M clo 202-19 Remove and Relocate Gate Posts 1 LS 30]5 .- 3 0:5 o cc�tp 202-20 Remove Existing Trees, Shrubs and Landscape Treatment 1 LS �b � � 59s — en on 203-01 Clearing & Grubbing 1 LS 203-02 Rem" Existing Sod 7713 SF wit/ Ina 203-03 Unclassified Excavation 2508 CY /51) t(Q o0 20344 Embankment 4493 CY "/ LI3357 Should the over -excavation and replacement measure be selected we believe the depth should be of the order of 2.5 feet below rough subgrade elevation for the street widening and street construction proposed for this project. Should the chemical treatment measure be selected we believe the depth should be 1 foot below rough subgrade elevation for the street widening and street construction for this project. Subgrade (the subgrade would be non -expansive or low -expansive material if over -excavation mitigation measure is selected) immediately below the pavement section (not applicable if chemical treatment mitigation is selected) should be scarified a minimum of 12 inches deep, moisture conditioned to between 2 percent below and 1 percent above optimum moisture content and compacted to at least 95 percent of standard maximum dry density (ASTM D 698). Scarification and re -compaction of the upper 12 inches of subgrade soils should occur as close to the time of pavement construction as possible. The final subgrade surface must be protected from freezing and from excessive drying or wetting until such time as the pavement section is constructed. If chemical treatment is chosen for mitigation or stabilization, it should be done as close to the time of pavement construction as possible to avoid damage to the finished surface. On -site soils substantially free of trash, debris, organics or other deleterious materials are suitable for re -use as fill. Imported fill should consist of soils with properties similar or better than the on -site soils. Samples of the proposed fill should be submitted to our office for approval prior to importing to the site. A representative of our firm should observe placement and test compaction of fill. Proper grading and drainage and maintaining moisture contents near optimum will be critical to avoid excessive deflections, rutting and pumping of the roadway during subgrade preparation. If moisture and density cannot be sufficiently controlled during subgrade preparation and stabilization is required, stabilization by removal and replacement or stabilization using geotextile fabrics CITY OF FORT COLLINS 55 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:TC0350&000%13512. Report 11FC03508.135.rpl.doc and/or imported granular and rock materials may be used. For isolated or small areas requiring stabilization, removal and replacement or "crowding" angular, coarse aggregate into the subgrade may be effective. SOLUBLE SULFATES Water-soluble sulfate (SO4) concentrations were measured for two samples of the near -surface subgrade soils to determine the risk of exposure to sulfate attack where portland cement concrete is used and to assess the risk of increased swelling due to reaction to chemical stabilization. Concentrations of 0.01 and 0.12 percent were measured.. These results indicate Class 0 (formerly "negligible") and Class I (formally "moderate") exposure to sulfate attack on concrete- (e.g. curb and gutter or pavements) according to the American Concrete Institute (ACI). These results also indicate low risk of increased swelling due to reaction from chemical stabilization. ACI recommends Type II cement be used in concrete with moderate exposure to sulfate attack. For this site, Type II cement should be used in concrete. The water-cementitious material ratio should be 0.50 or less. ACI also recommends concrete in Class I exposure environments have a minimum compressive strength of 4000 psi. PAVEMENT DESIGN We used the AASHTO design method in accordance with the City of Fort Collins requirements. The City of Fort Collins designated Zeigler Road as a two lane arterial that should be designed for an Equivalent Daily Load Application (ESLA) value of 125 (912,500 ESAL) Trilby Road as an industrial/commercial collector that should be designed for an EDLA value of 100 (730,000 ESAL) and the Old Legacy Drive cul-de-sac as residential single lane that should be designed for an EDLA value of 10 (73,000 ESAL). CITY OF FORT COLLINS s OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508A35 33FC0350B.000113512. Report 11FC03500.135.rpLtloc Using the traffic loading specified we calculated the design pavement sections shown below. Provided are alternatives for asphalt on aggregate base course, asphalt on aggregate base course on fly ash stabilized subgrade and portland cement concrete on a fly ash stabilized subgrade. Pavement section calculation worksheets are included in Appendix A. The strength of the fly ash stabilized subgrade was ignored in our pavement section calculations for the sections shown in the following table. PAVEMENT SECTIONS JttwK ': a v w. - �..4 ..' h 1 Cott h9gr-11 sphai , d. F�AF� �; " �` ottlan Cem�e tlYDe gLocation f-Oto Bas "' C SS Co cret a PECK Zeigler Road from 8" AC + 8" AC + 6" ABC 8.5" PCCP 4.09 Shallow Pond Drive 6" ABC + 12" FASS to Trilby Road Trilby Road from Zeigler Road to 7" AC + 7" AC + 6" ABC 8., PCCP 3.76 Southwest corner 6" ABC + 12" FASS of Kinard Junior Hiph School Site Old Legacy Drive 4.5" AC + 4.5" AC + 6" ABC + 12" 5" PCCP 2.55 cul-de-sac 6" ABC FASS We recommend a pavement section consisting of 8 inches of asphaltic concrete (AC) and 6 inches of compacted aggregate base course (ABC) over 12 inches of fly ash stabilized subgrade (FASS) (see Appendix B) for the Zeigler Road widening, a pavement section of 7 inches of asphaltic concrete (AC) and 6 inches of compacted aggregate base course over 12 inches of fly ash stabilized subgrade (FASS) for the Trilby Road construction and a pavement section consisting of 4.5 inches of asphaltic concrete (AC) and 6 inches of compacted aggregate base course (ABC) over 12 inches of fly ash stabilized subgrade (FASS) for the Old Legacy Drive cul-de-sac. We believe these are reasonable design alternatives and appear to be required for swelling soil mitigation by the City regulations in the light of the swelling soil subgrade indicated by our laboratory investigation. CITY OF FORT COLLINS 7 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 SAF003500.000113M. Report 11FC03500.135.rpt.doc Installation of a geotextile fabric (Mirafi 50OX or equal) between the subgrade and the base course could be used if the fly ash stabilized subgrade is not. Such an application of fabric increases the performance of the pavement because it prevents the subgrade and base course from mixing which can happen over the design life of the pavement section, especially in areas where higher volumes of automobile traffic are expected. If subgrade stabilization due to soft or loose soils is required, overexcavation and replacement with coarse, granular soil such as pit run gravel, use of geotextiles or geogrids, or chemical stabilization such as fly ash typically perform well in soil environments similar to those we encountered at this site. Chemical stabilization techniques have weather and temperature limitations that should be considered. PAVEMENT MATERIALS Material properties and construction criteria for the pavement alternatives are provided below. These criteria were developed from analysis of the field and laboratory data, our experience and City of Fort Collins requirements. If the materials cannot meet these recommendations, then the pavement design should be reevaluated based upon available materials. All materials and construction requirements of the City of Fort Collins should be followed. All materials planned for construction should be submitted and the applicable laboratory tests performed to verify compliance with the specifications (see Appendix C). Asphaltic Concrete (AC) 1. Hot mix asphalt should be composed of a mixture of aggregate, filler, hydrated lime, and asphalt cement. Some mixes may require polymer modified asphalt cement, or make use of reclaimed asphalt pavement (RAP). A job mix design is recommended and periodic checks on the job site should be made to verify compliance with specifications. CITY OF FORT COLLINS 8 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:IFC03508.000113512. Report 11FC03508.135aptAoc 2. Hot mix asphalt should be relatively impermeable to moisture and should be designed with crushed aggregates that have a minimum of 80% of the aggregate retained on the No. 4 sieve with two mechanically fractured faces. 3. Gradations that approach the maximum density line (within 5% between the No. 4 and 50 sieve) should be avoided. A gradation with a nominal maximum size of 3/4 or 1/2 inches developed on the fine side of the maximum density line should be used. 4. Total void content, voids in the mineral aggregate (VMA) and voids filled should be considered in the selection of the optimum asphalt cement content. The optimum asphalt content should be selected at a total air void content of approximately 4%. The mixture should have a minimum VMA of 14% and between 65% and 80% of voids filled. 5. Asphalt cement should meet the requirements of the Superpave Performance Graded Binders (PG). The minimum performing asphalt cement should be PG 64-22 for use along the Front Range. The use of PG 58-28 or PG 58-22 asphalt cement has been known to cause tenderness in pavements in the Front Range area and should be avoided. 6. If used, hydrated lime should be added at the rate of 1% by dry weight of the aggregate and should be included in the amount passing the No. 200 sieve. Hydrated lime for aggregate pretreatment should conform to the requirements of ASTM C 207, Type N. 7. We recommend paving only be performed when subgrade temperatures are above 40°F and air temperature is at least 40°F and rising. 8. Hot mix asphalt should not be placed at a temperature lower than 245OF for mixes containing PG 64-22 asphalt, and 290OF for mixes containing polymer modified asphalt. The breakdown compaction should be completed before the mixture temperature drops 200F. 9. The maximum compacted lift should be 3.0 inches and joints should be staggered. No joints should be placed within wheel paths. 10. Asphalt concrete should be compacted to between 92 and 96 percent of maximum theoretical density. The surface shall be sealed with a finish roller prior to the mix cooling to 1850F. 11. Placement and compaction of hot mix asphalt should be observed and tested by a representative of our firm. Placement should not commence until the subgrade is properly prepared (or stabilized), observed, and proof -rolled. CITY OF FORT COLLINS 9 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 3:1FC03500.000113512. Report IIFC03508.135spLdoo Id Aggregate Base Course (ABC) 1. A Class 5 or 6 Colorado Department of Transportation (CDOT) specified aggregate base course should be used. A recycled concrete alternative, which meets the Class 5 or 6 designations, is also acceptable. 2. Aggregate base course should have a minimum Hveem stabilometer value of 77. Aggregate base course or recycled concrete material must be moisture stable. The change in R-value from 300 psi to 100 psi exudation pressure should be 12 points or less. 3. If used, geotextile fabric (Mirafi 500x or equivalent) should be placed over the approved subgrade within 24 hours prior to placement of aggregate base course or recycled concrete. Fabric should be rolled out longitudinally with minimum overlapped seams of 2.5 feet. No wrinkles should be permitted. 4. Aggregate base course or recycled base course should be placed in thin lifts not to exceed 8 inches, moisture treated to within 2% of optimum moisture content, and compacted to at least 95% of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). 5. Placement and compaction of aggregate base course or recycled concrete should be observed and tested by a representative of our firm. Placement should not commence until the underlying subgrade is properly prepared and observed. Prepared Subgrade 1. Subgrade should be stripped of organic matter, scarified, moisture treated, and compacted. 2. Cohesive soils (A-6 to A-7-6) should be moisture conditioned between optimum to 2% above optimum moisture content and compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). 3. Granular soils (A-1 to A-5) should be moisture conditioned between 2% below to 1% above optimum moisture content and compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). 4. Final grading of the subgrade should be carefully controlled so the design cross -slope is maintained and low spots in the subgrade that could trap water are eliminated. CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, 10 ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508.135 SAFC03508.000t1 M. Report 11FC03508.135.'pLdoc 5. Once final subgrade elevation has been reached and the subgrade compacted and observed, the area should be proof -rolled with a pneumatic tired vehicle loaded to at least 18 kips per axle. The proof -roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof -roll or paving should be avoided. Areas of soft or wet subgrade should be remedied. CONSTRUCTION DETAILS The design of a pavement system is as much a function of the quality of the paving materials and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength coefficients used in the flexible pavement design calculations. These strength coefficients were developed through research and experience to simulate expected material of good quality, as explained herein. During construction careful attention should be paid to the following details: • Placement and compaction of trench backflll. • Compaction at curb lines and around manholes and water valves. • Excavation of completed pavements for utility construction and repair. • Moisture treating or stabilization of the subgrade to reduce swell potential. • Design slopes of the adjacent ground and pavement to rapidly remove water from the pavement surface. MAINTENANCE We recommend a preventive maintenance program be followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results in accelerated deterioration leading to higher future maintenance costs, and/or repair (See Appendix D). CITY OF FORT COLLINS 11 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL i T PROJECT NO. FC03500-135 S.%FC03503.000113512. Report 11FC03503.135.tptdoc kim LIMITATIONS The pavement and construction recommendations are based upon our field observation and testing, minimum traffic levels, and design criteria required by the City of Fort Collins and the AASHTO design methods. The design procedures were formulated to provide sections with adequate structural strength. Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. If the design and construction recommendations cannot be followed, or anticipated traffic loads change considerably, we should be contacted to review the recommendations. We believe the geotechnical services for this project were performed in a manner consistent with that level of care and skill ordinarily used by members of the profession in the locality of the project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, or in the analyses of the proposed pavement systems from a geotechnical point of view, please call. CTL I THOMPSON, INC. John J. Boulden, EIT Staff Engineer Reviewed by: Frank J. Holliday, PE, CCE Senior Consultant JJB:FJH:bly (6 copies sent) CITY OF FORT COLLINS ,� 2 OLD LEGACY DRIVE CUL-DE-SAC,, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508436 S.IFC03508.000h3517. Report 11FC03508A33.rpt.doc g a s SCALE: NOT TO SCALE SHALE OW POND DRIVE 11 LEGEND: T 010 TH-3 TH-2 TH-1 TH-6 TH-5 TH-7 TH-8 TRILBY ROAD TH-1 INDICATES APPROXIMATE APPROXIMATE LOCATION OF EXPLORATORY BORINGS CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD, TRILBY ROAD CTI 1 T DOn ICrT Mn I7rnQrnA-11t VICINITY MAP (FORT COLLINS AREA) NOT TO SCALE Q O w _I 0 w_ N I TH-4 Locations of Exploratory Borings ir curl IDc .1 ZEIGLER ROAC TH3 TH2 0 1 2 ]12/12 12/12 3 4 8/12 4/12 5 or r Opp- W LL 7 Q a 0 800 9 10112 10112 10 11 12 TH1 TH4 12112 5112 5/12 u TRILBY ROA OLD LEGACY_t DRIVE TH5 TH6 TH7 77 00, 12/12 ]8/12 13/12 11112 3/12 5/12 7/12 ]4/12 Opp SZ SL OF 00, 10 Q 2/12 2/12 6/12 1/12 100 LEGEND: aSAND, CLAYEY, LOOSE TO MEDIUM DENSE, MOIST TO WET, BROWN TO DARK BROWN (SC) DRIVE SAMPLE. THE SYMBOL 12/12 INDICATES 12 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES. WATER LEVEL MEASURED AT TIME OF DRILLING. CITY OF FORT COLLINS OLD LEGACY DRIVE, CUL DE SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC0350&135 TH9 TH10 77 0 oil 5/12 ]6/12 11/12 2 3 2/12 3/12 5/12 4 gel W LL 5 , s L W 6 O 40 8 23/12 .40 16112 9 10 11 12 NOTES: 1 _ THE BORINGS WERE DRILLED ON MAY 24,2005, USING 6-INCH DIAMETER CONTINUOUS -FLIGHT AUGER AND A TRUCK -MOUNTED DRILL RIG. 2 THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS IN THIS REPORT. SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 2 REVISED BID SCHEDULE ADDENDUM I 203-05 Muck Excavation - (CIP) 75 CY � 3'] 00 203-06 Borrow ABC (Cl 5 or 6) 500 TON ) I _ �9ry� 5 203-07 Borrow Suitable Fill Material 1985 CV _- n50 00 00 203-08 Topsoil (Stripping & Stockpiling) -Top 6" 901 CY — 364 q 203-09 Topsoil Placement in Planting Area Q Center Median of the Roundabout 448 CY 7 . 33- 7 sg �r t 203-10 Topsoil Placement Back of Walk to easement lines 453 CY �� O 203-11 Median Hardscape Shaping (CIP) 6117 SF 0 215103 09 203-12 Potholing 1 LS 3'15O 203-13 Import Screened Topsoil (3') - Parkway areas 165 CY 3,21 55 5535 75 20 Zb 203-14 Transport and Compact In Place Reclaimed Asphalt from Stockpile 2751 CY -&)= j y_3prj ace 203-15 Swale Grading/Shaping/Blue Tops 486 LF .2 s_s 55 208-01 Erosion Control 1 LS 3115?o OC vs 210-01 Adjust Manhole Ring & Cover 1 EA , c _ L .25 dt 00 210-02 Modify Manhole 1 EA /SiQ /5-10 . 210-03 Adjust Valve Box 1 EA tb dG 210-04 Modify Valve Box 1 EA eh 210-05 Adjust Existing Fire Hydrant To Proposed Grade 1 EA od 210-06 Add Valve Extension Keys To Existing Water Valves 5 EA m ar1 210-07 Raise City of Fort Collins Light and Power Electric Vault Manhole Cover to Paving Grade 1 EA Li o _Ln & Ion 210-08 Expose Existing CMP Remove 15' Oi CMP 1 EA etl (o�S 210-09 Expose Existing CMP Remove 3' Top OF Pipe g EA 14CO mz�� ---'4 210-10 Insert 12" SDR-05 Sewer Pipe In Existing CMP 140 LF do m 210-11 Adjust Sprinkler Box/Cap Existing/ Modify Irrigation System 2 EA lai�o / 1s;? o 45 45 304-01 Aggregate Base Course - (CI 5 or 6) - 6" Depth - (CIP) 1,873 TON 3JVR17 70 So 304-02 ABC - (Cl 5 or 6) - 6" Depth - (CIP) -Patch Placement 85 TON 1 to � 1 L(j 9 4� e5 306-01 Reconditioning-(8") 11,899 SY HYDROMETER ANALYSIS L SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS V.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN, 1 MIN. '200 1100 "50 "40 •30 -16 "10 "e 14 3l8" 314" 1W 3" 5"6' S" r---- 90 .__�_� (_5 70 _. 1_ 30 N 1- 60 6 _•T_—I.—__�r__ 40 i—. w SD � U w _- __-..•�._s MW 60 30 BEE 20 _ _— __ ---r---�- 80 �....___ ____- _._ . ..... 10 90 0 .001 0.002 .005 .009 '019 R37 .074 .149 •297 0.42'590 1.19 2.O 2.38 4.73 9.52 19.1 36.1 76.2 1215 200 DIAMETER OF PARTICLE IN MILLIMETERS inn CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM I COARSE FINE COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL 3 % SAND 59 % From TH 9 AT 0-5 FEET SILT & CLAY 38 % LIQUID LIMIT 41 PLASTICITY INDEX Q$ HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR, 7 HR. TIME READINGS _ U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. "200 1100 "50 "40 "30 116 110 "e 14 3Ar 314" 1 N' 3" 5"6" 8" r --t— 9 so = 70 .. _�._ _. __�_ __ _ _ __ _ _ 30 w ._.....__ .__...._ r._ _w_..... t77 _ .. _........_._,.. _ _._. _ _____. _ 50 .- _ 60 30 _ _ 0 20 10 90 001 0.002 005 ON 019 037 074 149 297 0 42 590 1.19 2.0 2.38 476 952 191 361 76.2 127 200 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM ICOARSEI FINE I COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL f % SAND 75 % From TH 2 AT 0-5 FEET SILT & CLAY 24 % LIQUID LIMIT 48 % PLASTICITY INDEX Gradation Test Results FIG.3 HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SOUARE OPENINGS 45 MIN, 15 MIN, 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 '10 '8 '4 3/8' 3/4" 111v 3" 5"6" W 100 0 L__L Y77 90 ..-.i 10 20 r— . --- .- - - --1 30 m - - —_ ___—__r-_.__-r.-_�;_._ W 4 60 Q • 40 W 56 150 U 0. 40 30 70 20 80 10 90 .001 0.002 .005 .009 A19 .037 .074 .149 .297 0.425w 1-19 2.0 2.38 476 9,52 19.1 36.1 76.2 127 00 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM lCOARSEI FINE I COARSE I COBBLES Sample Of SAND, CLAYEY (SC) GRAVEL 7 % SAND 60 % From TH 9 AT 0-5 FEET SILT & CLAY 33 % LIQUID LIMIT 39 % PLASTICITY INDEX — 23 % HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SO OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 140 70 '16 110 '8 '4 3/8" 3/4' 1 A" 3" 616" 6" 100 0 .... 7-1 ____._ .,�__._...v_� 10 so --- — —Jor270 1_ _._.._ _ ... W -- 39 60 ...E..-. iu 40 50 a ILI I + 30 70 _ .._ _ _. ..._ _,...._ ,. ....._r_. _...... __._ so __ .. _.._ . ......... ...... .. (. .._.�_.a {....... _. �.. 16 go 0 100 001 0 002 005 009 019 037 074 .149 297 119 2.0 2.33 476 952 191 361 762 127 200 0.590 42 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM JCQARSEJ FINE I COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL 1 % SAND 66 % From TH 4 AT 0-5 FEET SILT & CLAY 33 % LIQUID LIMIT 42 % PLASTICITY INDEX 29 % Gradation Test Results FIG.4 I HYDROMETER ANALYSIS SIEVE ANALYSIS 25 MR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 46 MIX 15 MIN. 60 MIN. 19 MIN. 4 MIN. I MIN. '200 *100 *50 *40 '30 116 *10 Is *4 SIG. 3/4•' IA" T' SIG, a, 100 0 4- 90 80 F 20 0 70 q --- r------- f j 30 !2 40 so so j J_ j M 40 SD 30 20 80 10 .031 .074 149 297 0.42690 1.19 20 2.35 4.76 9.52 19.1 36.1 76,2 127 200 IS2 DIAMETER OF PARTICLE IN MILLIMETERS CLAY IPLASTVC) TO SILT (NON -PLASTIC). I SANDS i GRAVEL I FINE I MEDIUM 1COARSE 1 FINE I COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL 0 % SAND 52% From TH 9 AT 0-5 FEET SILT & CLAY 48 % LIQUIDLIMIT46 % — -7 PLASTICITY INDEX 29 oc I HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR- 7 HR TIME READINGS U.S, STANDARD SERIES CLEAR SQUARE OPENINGS 45MIN. 16MIN. SOMIN. 19MIN. AIMIN. IMIN. '20D 'IDO '50 *40 '30 *16 *10 Is -4 3M. 314* I1x Y. &W or. 100 0 so T 10 120 a 0 70 30 z 4 --- --- '-7 Li 40 t - w 50 50 M 40 t - 30 70 20 so 10 _17 so T 001 0002 005 009 019 037 074 149 297 119 20 238 476 952 191 361 762 127 200 0.42590 162 DIAMETER OF PARTICLE IN MILLIMETERS I CLAY (PLASTIC) TO SILT (NON -PLASTIC) I SANDS I GRAVEL FINE I_ MEDIUM —COARSE I FINE COARSE I COBBLES — Sample of CLAY, SANDY (CL) GRAVEL 0 % SAND 19% From T�H 6 AT 0-5 FEET SILT & CLAY 81 % LIQUID LIMIT 51 % PLASTICITY INDEX 36% Gradation Test Results FIG. 5 HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN, 4 MIN. i MIN. 200 '100 '50 '40 '30 116 11018 '4 3l8" 314" 1W 3- 5"6' 8- 100 MI 90 10 B0 2D 270 30 z a a sD 40 HE V 50 50 it K w C a 40 ral 60 a 30 70 20 80 10 j 90 0 10n -- .001 0.002 .00S .009 .019 .037 .074 .149 .297 0.42SW 1.19 20 2.38 4,76 9,52 19.1 36.1 76.2 12' 200 52 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM ICOARSEI FINE I COARSE I COBBLES ..ter. �.�� �����.■ ����� Sample of SAND, CLAYEY (SC) GRAVEL 0 % SAND 66 % From TH 9 AT 0-5 FEET SILT & CLAY 34 % LIQUID LIMIT 44 44 PLASTICITY INDEX HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR ?HP TIME READINGS 45 MIN, 15 MIN. 60 MIN. 19 MIN, 4 MIN. i MIN. 100 '200 '100 U.S. STANDARD SERIES '50 '40 '30 '16 CLEAR SQUARE OPENINGS '10 '6 '4 W 3W 1 W 3" 618" 8" 0 i - __...._F.... _____�....___. __. _. .. _.. _. 20 2 _ _ _30 2 w ..___- -_ __.. , .. _. .._- _..._.. _ __ __ _ Ci 60 40 650 50 60 w 30 —. _ 70 20 _ _.. ...... - SD i _. p , ..... _ ?...____....._... 1..._.._ �. :'.:.._. .___._._ .. . _..._ _ 90 "1 ' --, 100 001 0 002 005 009 019 037 074 149 DIAMETER 297 0.42590 119 20 2,38 476 952 19.1 361 OF PARTICLE IN MILLIMETERS 762 127 2 00 CLAY (PLASTIC) TO SILT {NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM ICOARSEI FINE I COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL 0 % SAND 64 % From TH 8 AT 0-5 FEET SILT & CLAY 36 % LIQUID LIMIT 47 4/4 PLASTICITY INDEX 32 4/4 Gradation Test Results FiG.6 HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN_ 4 MIN, 1 MIN. '200 '100 '50 40 '30 '16 '10 '8 '4 3W 3W I W T' 5" 6" 8' 100 _ 90 10 so Q w 40 w w 50 50so 20 10 90 0 Inn 01 0.002 .005 .DO9 .019 .037 .074 .149 297 0.42 SW 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM ICOARSEI FINE I COARSE I COBBLES Sample of SAND, CLAYEY (SC) GRAVEL 0 % SAND 56 % From TH 9 AT 0-5 FEET SILT a CLAY 44 ofo LIQU)D UMLT 43 3o PLASTICITY INDEX 2$ °o HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MINAS MIN. 4 MIN. 1 MIN. *200 1100 'SO '40 '30 '16 '10 '6 4 3W 3W 1W 3' 5"6' 6' _ __ ..._..._ ....... �.. I.. {.. _ _.1-... so 10 _ — _ I --j .- .. _.._ o Z 7U ,. �r— �L __. 30 _ tyo 6 60 __._ ._ L..__ . ... _ _ __.... ._._ __ __ _. .... _ r .._ .. _.. Li 40 ILI SO i-I- �1-�• SO W 70 001 0002 DD5 009 019 037 074 149 297 119 20238 4.76 952 19.1 361 762 12i 0.42590 52200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I COARSE I COBBLES FINE I MEDIUM JCOARSEJ Sample of SAND, CLAYEY (SC) GRAVEL 0 % SAND 69 % From TH 10 AT 0-5 FEET SILT & CLAY 31 % LIQUID LIMIT 43 % PLASTICITY INDEX 29 % Gradation Test Results FIG.7 KIN 2 z o 0 z a a -1 0 z _2 0 N W -3 a O U DUE TO 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of SAND, CLAYEY (SC) NATURAL DRY UNIT WEIGHT= 103 PCF From TH2- AT 2 FEET NATURAL MOISTURE CONTENT= 22.6 % R➢ 2 TO z O o z a a -1 0 z O -2 W x -3 a N 0 U 4 0.1 10 10 100 APPLIED PRESSURE -KSF Sample Of CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 102 PCF From TH6- AT 2 FEET NATURAL MOISTURE CONTENT= 22.9 % Swell Consolidation Ll Test Results FIG s nr� i r nnn irnr un rnnnrnn +nc nr n , rn wnv ni n nr nw n 3 2 M Z 0 O 5) z a a -1 x W 0 Z -2 0 as W X -3 a 2 0 DUE TO 0.1 to 10 APPLIED PRESSURE - KSF Sample of SAND, CLAYEY (SC) NATURAL DRY UNIT WEIGHT= From TH10- AT 2 FEET NATURAL MOISTURE CONTENT= 3 2 z O 0 ro z a X -1 W 0 z 0 -2 LU W -3 EL a 0 0 -4 0.1 APPLIED PRESSURE - KSF Sample of From 10 10 100 108 PCF 18.9 % 100 NATURAL DRY UNIT WEIGHT= PCF NATURAL MOISTURE CONTENT= % Swell Consolidation Test Results FIG.9 CO) a. w o< U) w IL z 0 C x w 900 800 700 600 500 400 300 200 100 . -- ----- :_. - - - - - - - __ ---- --- - ' -I------ - - - - - - ------ -- -I -------------- r -------'------- - ----------- ------ 1------- ---- Group Number 1 AASHTO Classification A-7-6 Li uid Limit 51 ------- ---------------- ------- -------I f ----- - y - Plasticity Index 36 ----------- ---------------- ------ -- ------ '- ---- ------------ {---------------------------------- -------- ------- a-------- .-------- �--------=- -------_ -------- Design R-Value 15 -------- -- - - ----- --- ------ ------ ---- - -- . --- --- --------- ------ - ----- ----- . -------.---- - G 4 i ir ___ ______....... - = ------- - - ----------------- ---- .._ -- ---------- ----- ----------------- - �. -- . - -------- _-- i --- __. - - - i..... -- - -i I -- .. - --- -- - {. -------- ------ - -------------• -� t l ------ `------- -- ----------- - f ------- `------- --------- ..... '------- .....-------- -' ------ --------------- --------- ---------------- ---------------- ----- ------- ' =---•---- ----•-------- ----•---------- — = ------ ----- -- i -• --- ------ ---'-- -------- ........ - ---- -- ................ ------ i ' r 0 10 20 30 40 50 60 70 80 90 "R" VALUE Hveem Stabilometer CTL I T PROJECT NO. FC03508-135 Test Results Fig. 10 TABLE I SUMMARY OF LABORATORY TEST RESULTS TV NATURAL SWELLTESTDATA ATTERBERG LIMITS AASHTO CLASSIFICATION GROUP INDEX SOLUBLE PASSING Bonin DEPTH NATURAL DRY SWELL APPLIED LIQUID PLASTICITY SULFATES N0.200 SOIL TYPE MOISTURE DENSITY PRESSURE LIMIT INDEX SIEVE TH1 0.5 18.6 41 28 A-7-6 5 38 SAND, CLAYEY SC TH2 2 22.6 103 1.3 150 SAND, CLAYEY SC TH2 1 0-5 21.4 1 48 32 A-2-7 0 0,01 24 SAND, CLAYEY SC TH3 0-5 18.5 39 23 A-2-6 2 33 SAND, CLAYEY SC TH4 0-5 16.8 42 29 A-2-7 3 33 SAND, CLAYEY SC TH5 0-5 19.2 46 29 A-7-6 9 0.12 48 SAND, CLAYEY SC TH6 2 22.9 102.2 2.1 150 CLAY SANDY CL TH6 0-5 16.8 51 36 A-7-6 29 81 CLAY, SANDY CL TH7 0-5 20.6 44 30 A-2-7 4 34 SAND CLAYEY SC TH6 0-5 20.5 47 32 A-7-6 5 36 SAND, CLAYEY SC TH9 0-5 21.8 43 28 A-7-6 7 44 SAND CLAYEY SC TH10 1 2 18.9 1 108 1.31 1501 SAND, CLAYEY SC 7H10 0-5 1 17.6 1 1 1 43 29 A-2-7 2 31 SAND, CLAYEY SC CTL 4 T PROJECT NO. FC3506-135 Page 1 of 1 APPENDIX A FLEXIBLE PAVEMENT AND RIGID PAVEMENT DESIGN CALCULATIONS CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DESAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:1FC03508.000113512. R"or[ 11FC03508-135.rptdoe 307-01 Flyash Subgrade Stabilization - (12%) 403-01 Hot Bituminous Pavement - Grading S - 100 (3" Depth) -(PG 64-28) 403-02 Hot Bituminous Pavement - Grading SG - 100 (6" Depth) - (PG 58.28) 403-03 Hot Bituminous Pavement - Grading S - 1 D0 (2" Depth) - (PG 64-28) Overlay 403-04 Asphalt Patching - Grading SG - 100 (5" Depth) - (PG 58-28) 412-01 Portland Cement Concrete Pavement (10") 506-01 6' x 6' x 1.5' Type L Rip Rap Pad wl 6" Type II Bedding 8 6" Topsoil Cover 603-01 19" x 30" HERCP Class III 603-02 12" RCP Class 11 603-03 15" RCP Class 11 603-04 15" RCP Class tll FES 603-05 24" Class III RCP wl water tight pints (ASTM C443) 603-06 8" Sewer SDR-35 21 linear feet with Headwalls 603-07 Field Collar on 19" x 30" HERCP 603-08 29" x 45" HERCP Class III 604-01 5' Type R Inlet 604-02 Area Inlet with 6" Oriffice Plate 604-03 4' Concrete Sidewalk Culvert 604-04 4' Sidewalk Chase with a 32' x 2' Concrete Trickle Pan 604-05 Modification Of Pond Inlet on Homestead Property 604-06 14' x 14' Manhole Concrete Box with 30" Manhole Frame and Cover for Access - (CIP) 604-07 Median Underdrain Pipe System - (4" Perforated Pipe) 604-08 Median Underdrain Pipe System - (4" Solid Pipe) 604-09 Tie To Existing Manhole REVISED BID SCHEDULE ADDENDUM 1 9-5 Lo 5678 BY C 33 fJ ALJ 635 TON fo / 95 1269 TON�L%� 5S y_5 627 TON_ r OS L/�„t' •' �_ 82 TON oC /b8 BFsS� 1344 SY NO j9 el 29E33 2 EA oa 337 cc '77 y 35 CIS 137 LF q�j 44 LF 3 90 LF 1 EA 5741 57Y a5 OC 40 LF L5 1 LS 6 EA QP _� 00 �35p 40 LF N 95 44 78 61 00 2 EA 44AD 1 EA cQ ,tiiQjrJ 00 �015 1 LS 00 ,a)4J.S 00 ,2g75 1 EA a0 $=j_ 00 1 LS rC? 71�5 �55 1 EA ev 15(2[5 o0 /O(olS �. 135 LF 0 L 54 .3415 55 LF .-95 4a 36 _ �o .1 Q3 q 1 EA PO y46 �— pD 4N0 AASHTO FLEXIBLE PAVEMENT DESIGN Project: ZEIGLER ROAD WIDENING Job No. FC03508-135 Location: Shallow Pond Drive to Trilby Road What is the Design ESAL ? What is the Serviceability Loss ? What is the Reliability ? What is the Standard Deviation ? What is the R-value ? Computed Resilient Modulus = If R is not available, input Resilient Modulus = DESIGN RESILIENT MODULUS = DESIGN STRUCTURAL NUMBER (SN) _ Full Depth HBP Thickness on Subgrade is What is the HBP Layer Coefficient ? What is the ABC Layer Coefficient ? What is the FASS Layer Coefficient? inches r inches HBP over inches Aggregate Base Course NOTES: HBP = Hot Bituminous Pavement, ABC = Aggregate Base Course This table presents design parameters and pavement thickness calculations, and should not be used for construction purposes. Final pavement thicknesses are presented In the report. CTL I T PROJECT NO. FC03508-135 Page A-1 AASHTO FLEXIBLE PAVEMENT DESIGN Project: TRILBY Job No. FC03508-135 Location: Zeigler Road to Southwest Corner of Kinnard Junior High School What is the Design ESAL ? What is the Serviceability Loss ? What is the Reliability ? What is the Standard Deviation ? What is the R-value ? Computed Resilient Modulus = If R is not available, Input Resilient Modulus = DESIGN RESILIENT MODULUS = DESIGN STRUCTURAL NUMBER (SN) = Full Depth HBP Thickness on Subgrade is What is the HBP Layer Coefficient ? What is the ABC Layer Coefficient ? What is the FASS Layer Coefficient? inches IF inches HBP over '> inches Aggregate Base Course NOTES: HBP = Hot Bituminous Pavement, ABC = Aggregate Base Course This table presents design parameters and pavement thickness calculations, and should not be used for construction purposes. Final pavement thicknesses are presented in the report. CTL I T PROJECT NO. FC03508-135 Page A-2 AASHTO FLEXIBLE PAVEMENT DESIGN Project: OLD LEGACY DRIVE Job No. FC03508-135 Location: Cul-de-Sac What is the Design ESAL ? T3'.>.. _. What is the Serviceability Loss ? Z" What is the Reliability ? What is the Standard Deviation ? Q4 What is the R-value ? 1? Computed Resilient Modulus psi If R is not available, Input Resilient Modulus = psi DESIGN RESILIENT MODULUS = 4�'� ;: psi DESIGN STRUCTURAL NUMBER (SN) Full Depth HBP Thickness on Subgrade is Pinches What is the HBP Layer Coefficient ? What is the ABC Layer Coefficient ? What is the FASS Layer Coefficient? inches HBP over :; inches Aggregate Base Course NOTES: HBP = Hot Bituminous Pavement, ABC = Aggregate Base Course This table presents design parameters and pavement thickness calculations, and should not be used for construction purposes. Final pavement thicknesses are presented in the report. CTL I T PROJECT NO. FC03508-135 Page A-3 AASHTO RIGID PAVEMENT DESIGN Project: ZEIGLER ROAD WIDENING Job No. FC03508-135 Location: Shallow Pond Drive to Trilby Road What is the Design ESAL ? What is the Reliability ? What is the Serviceability Loss ? What is the Concrete Elastic Modulus ? What is the Concrete Modulus of Rupture ? What is the Drainage Factor ? What is the Standard Deviation ? What is the Load Transfer Coefficient ? What is the R-value ? Computed Resilient Modulus = If R is not available, Input Resilient Modulus = DESIGN RESILIENT MODULUS = Design Slab Thickness is owl psi psi psi psi psi # 5,-7minches CTL I T PROJECT NO. FC03508-135 Page A-4 Project: TRILBY Job No. FC03508-135 Location: Zeigler Road to Southwest Corner of Kinnard Junior High School What is the Design ESAL ? What is the Reliability ? What is the Serviceability Loss ? What is the Concrete Elastic Modulus ? What is the Concrete Modulus of Rupture ? What is the Drainage Factor ? What is the Standard Deviation ? What is the Load Transfer Coefficient ? What is the R-value ? Computed Resilient Modulus = If R is not available, Input Resilient Modulus = DESIGN RESILIENT MODULUS = Design Slab Thickness is inches CTL I T PROJECT NO. FC03508-135 Page A-5 AASHIO D E T DES Project: OLD LEGACY DRIVE Job No. FC03508-135 Location: Cut -de -Sac What is the Design ESAL ? What is the Reliability ? What is the Serviceability Loss ? What is the Concrete Elastic Modulus ? What is the Concrete Modulus of Rupture ? What is the Drainage Factor ? What is the Standard Deviation ? What is the Load Transfer Coefficient ? What is the R-value ? Computed Resilient Modulus = If R is not available, Input Resilient Modulus = DESIGN RESILIENT MODULUS = Design Slab Thickness is 0 nches CTL I T PROJECT NO. FC03508-135 Page A-6 APPENDIX B FLY ASH STABILIZATION CONSTRUCTION RECOMMENDATIONS CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S:1FC03508.000113512. Report 11FC035Wl35.rpl.doc FLY ASH STABILIZATION CONSTRUCTION RECOMMENDATIONS 1. The areas to be treated should be cut within 6 inches of the bottom of the zone to be treated. The resulting surface should be prepared with a blade to provide a relatively smooth working area. 2. The bottom 6 inches of the treatment zone should be scarified and pulverized. Pulverization should be accomplished using a rototiller or similar device. The combination of scarifying and rototilling should result in a layer of soil approximately 8 inches in thickness pulverized to minus 1 inch in the area of stabilization. 3. When pulverization is complete, fly ash shall be applied at a rate of 12 percent of the dry compacted weight. The fly ash content can be made more precise by performing a mix design using on -site soils and the fly ash anticipated for the stabilization. 4. The fly ash should be spread uniformly across the area to be treated and mixed with a rototiller or similar device. 5. When sufficient soil and fly ash has been mixed, water should be added to bring the mixture to 2 percent to 5 percent above optimum moisture content for compaction. Optimum moisture content will be determined by compacting a sample of the mixture using ASTM D 698 compaction procedure. The area to be compacted should be rolled with a vibrating sheepsfoot or similar compactor until 95 percent of the maximum density determined using ASTM D 698 on the treated soil is achieved. 6. Subsequent lifts of the stabilized zone should be placed in an 8- inch thick loose lift(s), pulverized and compacted as described in Items 2 through 5 immediately above. 7. The final lift should be allowed to cure for 3 to 7 days or until a non -yielding surface is achieved. CITY OF FORT COLLINS Appendix B-1 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL i T PROJECT NO. FC03508-135 S,%FC03508.000 M12. Report 11FC03508-135.rpLdoc APPENDIX C MATERIAL PROPERTIES AND CONSTRUCTION CHECKLIST CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL j T PROJECT NO. FC03505-135 WFC03508.000113512, Report 11FC03508.135.rptdoe MATERIAL PROPERTIES ASPHALT CONCRETE > Design assumes a strength coefficient of 0.44. > Asphalt concrete should be relatively impermeable to moisture and should be designed with 100% crushed aggregates that have a minimum of 80% of the aggregate retained on the No. 4 sieve with two mechanically fractured faces. > Gradations that approach the maximum density line (within 5% between the No. 4 and 40 sieve) should be avoided. > A gradation with a nominal maximum size of 3/4" developed on the fine side of the maximum density line should be used. > Total void content, Void in the Mineral Aggregate (VMA) and voids filled shall be considered, in the selection of the optimum asphalt cement content. The optimum asphalt content shall be selected at a total air void content of 4%. The mixture shall have a minimum VMA of 14% and voids filled that range from 65 to 80%. > Polymer modification can change the rheoiogy and viscosity to improve pavement performance and is recommended for the upper 3 inches of collector and arterial streets. > Residential streets should be fog sealed approximately 30 days after the placement of asphalt concrete at 0.1 to 0.15 gallons per square yard. > A job mix design and periodic checks on the job site shall be made to verify compliance with the specifications. AGGREGATE BASE COURSE > Design assumes a minimum Hveem stabilometer value of 70. > A Class 5 or 6 Colorado Department of Transportation (CDOT) specified aggregate base course is recommended. > Aggregate base must be moisture stable. The change in R-value from 300 psi to 100 psi exudation pressure must be 12 points or less. If the construction materials cannot meet these recommendations, then the pavement design should be evaluated based upon available materials. Materials and placement methods should conform to the requirements of the City of Fort Collins. All material planned for construction should be submitted and the applicable laboratory tests performed to verify compliance with the specifications. CITY OF FORT COLLINS Appendix C-1 OLD LEGACY DRIVE CUL-DE-SAC, pp ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03505-135 S:WC03508.0=135U. Report 1%FC03505.135aptdoe REVISED 810 SCHEDULE ADDEMDUM 1 80410 Concrete Encasements 8 EA 3/0 m 604-11 10 Mill Viscreen Plastic 2303 SF 0 1151 S� 604-12 1 1/2" Class 200 PVC Irrigation Main 130 LF l3 .2-5 / 7 A Q � 60413 4" Conduit Sleeving 200 LF y5 �_ / /eLee)CID 604-14 6" Conduit Sleeving 250 LF jQ �. .//a 50 85 75 607-01 Smooth Wire Fence 515 LF "3 f92a re5 45 606-01 Colored Concrete Thick Ramp (Approved Red) - 6" 2583 SF '7 /9 (e O (5 608-02 4'-5'-6'-T-8' Sidewalk 13301 SF 3 4c q 7 S$3 1�0 608-03 Enhanced Colored Concrete Cross Walks Red w/ 2' stam ed borders 1578 SF 50 = q2L6 608-04 6rpossed Aggregate Concrete Median Splashblock " San Diego Bull 6117 SF �5 65 415 57 / 608-05 Fbwfill Over Shallow Utilities 300 LF �s 608-06 Flowable Fill Concrete 100 CY 608-07 High Early Concrete (24 Hour) 75 CY _ iw y0-50 608-08 MSE Amastone Wall in the Center Median of the Roundabout 190 LF y9 5� 631-1 i q �— 609-01 30" Vertical Curb 8 Gutter 1836 LF JD ��2 20 � 30" Vertical Curb 8 Gutter (6" Mountable 2' Inflow Gutter between ramps in allcomers) 442 LF .30609-02 % y (off_ 609-03 18" Outtall Curb 8 Gutter 1060 LF Op eg (e g/) 609-04 18" Oudall Curb 8 Gutter (8" Mountable 2' Outtall Gutter er around center island) 263 LF �� .299.3 ' 00 809-05 RBR Vertical Curb and Gutter 20 LF 4-W Q y o0 609-06 RBR Concrete Sidewalk 30 SF To % / 35y OO 619-01 Abandon Existing FCLWD Water Valves (cut out valves and put solid sleeves to replace) 2 EA dA op y�yy 619-02 24" UAra Rib PVC Irrigation Pipe 733 LF � 3 3 619-03 4' dia. Flat Top Manholes 6 EA18�.3 co V x / 0 93R 619-04 Tx 5' Concrete Irrigation Splitter Box w/ 2 "Watermain" 24" C-9 Slide Gates (see detail) 2 FA CID 9,710 .._ nU /'] gab 619-05 Tie To Existing Irrigation 2 EA ae 790 " / 58 d 619-07 3/4" Irrigation Service: Meter Pit/ Backflow Prevented Metal Screen Cover (Per Detail) 1 LS SLo e0 14 90 (0 7. Subtotal Ziegler Road and Kechter Road Roundabout Quantities: 6— Rg yr q9g CONSTRUCTION CHECKLIST The construction procedure of the pavement system is as important as the quality of the materials. Inadequate compaction of the subgrade is often the reason for early pavement failure, resulting in pavement instability, rutting, cracking, settlement and heave. We recommend the proposed pavement be constructed in the following manner. PREPARATION Subgrade Preparation > Subgrade shall be stripped of organic matter, scarified, moisture treated, and compacted. > Utility trenches and all subsequently placed fill shall also be compacted and tested prior to paving. > Final grading of the subgrade should be carefully controlled so the design cross -slope is maintained and low spots in the subgrade that could trap water are eliminated. Granular Soils (A-2-4 and A-4) > Soils shall be moisture treated to within 2% of optimum moisture content. > Soils shall be compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). Cohesive Soils (A-S to A-7-6) > Soils shall be moisture treated between optimum and 3% above optimum moisture content. > Soils shall be compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). Proof Testing > After final subgrade elevation has been reached and the subgrade compacted, the area shall be proof -rolled with a pneumatic -tired vehicle loaded to at least 18 kips per axle. > Subgrade that is pumping or deforming shall be scarified, moisture conditioned, and tested. > If areas of very soft or wet subgrade are found, the material shall be sub -excavated and replaced with approved on -site or import material, moisture conditioned, compacted and tested. CITY OF FORT COLLINS Appendix C-2 OLD LEGACY DRIVE CUL-DE-SAC.pp ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508435 S:%FC03508.000113W. Report 1%FC03508.135.rpt.doc Construction Observation > Where soft, yielding subgrade is encountered, the excavation shall be inspected by a representative of CTL I Thompson, Inc. > CTL I Thompson shall be notified and tests taken to confirm the subgrade meets the specifications. FLY ASH STABILIZED SUBGRADE > The contractor shall have a fly ash -soil mix design performed using the actual construction materials. CTLI Thompson shall approve the mix design prior to beginning construction. > The mixture shall be mixed until a uniform blend of soil, fly ash and water is obtained and the moisture content is at least 3% above the soillfly ash optimum. > Upon approval of the material, the mixture shall again be mixed and moisture conditioned to 3% over optimum moisture content and compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698). > The treated surface shall be kept moist or sealed and traffic not allowed during the mellowing and curing periods. AGGREGATE BASE COURSE > CDOT Class 5 or 6 Aggregate base course shall be laid in thin, loose lifts, moisture treated to within 2% of optimum moisture content, and compacted to at least 95% of maximum modified Proctor dry density (ASTM D 1557, AASHTO T 180). CURB AND GUTTER > Curb and gutter shall be backfilled and compacted to reduce the potential of heave or settlement that would cause water to pond adjacent to the pavement. > Compaction shall be in accordance with Section 203.11 of the State of Colorado Standard Specifications for Road and Bridge Construction and the City of Longmont specifications. > An asphalt cement tack coat should be applied to the curb, subgrade and all joints at a rate of not more than 0.10 gallon per square yard. The tack should be applied at a temperature between 800 F and 130° F and allowed to cure for '/z hour prior to paving. CITY OF FORT COLLINS Appendix C-3 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 SAFC03508.000113512. Report 11FC03S08A33.rpt.d= ASPHALT CONCRETE > Asphalt concrete shall be hot plant -mixed material compacted to at least 92 to 96% of maximum theoretical density. > Paving should only be performed when subgrade temperatures are above 40° F and air temperature is at least 40° F and rising. > The temperature at laydown time shall be determined according to the temperature -viscosity relationship of the asphalt cement. Experience indicates that the laydown temperature shall be at least 2750 F for AC-10 asphalt cement. > The maximum compacted lift for % inch nominal aggregate size bituminous pavement should be 3.0 inches and joints shall be staggered. No joints shall be placed within wheel paths. > Surface shall be sealed with a finish roller prior to the mix cooling to 1750 F. CITY OF FORT COLLINS Appendix C-4 OLD LEGACY DRIVE CUL-DE-SAC, pP ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03506-135 3:1FC03508.000113512. Report 11FC03508.135.rpt.dec APPENDIX D GUIDELINE MAINTENANCE RECOMMENDATIONS CITY OF FORT COLLINS OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 S.WC03505.0001135%2, Report 11FC0350$-135.rpLdoe MAINTENANCE RECOMMENDATIONS FOR FLEXIBLE PAVEMENTS The primary cause for deterioration of low traffic volume pavements is oxidative aging resulting in brittle pavements. Tire loads from traffic are necessary to "work" or knead the asphalt concrete to keep it flexible and rejuvenated. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal or rejuvenating the asphalt binder to extend pavement life. 1. Annual Preventive Maintenance a. Visual pavement evaluations shall be performed each spring or fall. b. Reports documenting the progress of distress shall be kept current to provide information on effective times to apply preventive maintenance treatments. C. Crack sealing shall be performed annually as new cracks appear. 2. 3 to 5 Year Preventive Maintenance a. The owner should budget for a preventive treatment at approximate intervals of 3 to 5 years to reduce oxidative embrittlement problems. b. Typical preventive maintenance treatments include chip seals, fog seals, slurry seals and crack sealing. 3. 5 to 10 Year Corrective Maintenance a. Corrective maintenance may be necessary, as dictated by the pavement condition, to correct rutting, cracking and structurally failed areas. b. Corrective maintenance may include full depth patching, milling and overlays. C. In order for the pavement to provide a 20-year service life, at least one major corrective overlay can be expected. CITY OF FORT COLLINS Appendix D-1 OLD LEGACY DRIVE CUL-DE-SAC, ZEIGLER ROAD WIDENING AND TRILBY ROAD CTL I T PROJECT NO. FC03508-135 5:1FC0350&00ih135M Report 1XFC0350M135.rpt.doe REVISED BID SCHEDULE ADDENDUM t FCLWD 24" Waterline Project Quantities: Rotomill 2" of asphalt from Ziegler Rd centerline station 36+46 to 44+97 (existing seam to lip of 415 50 202-21 gutter) 2330 SV .9 202-22 Removal of Asphalt prior to installation of watedine from Ziegler Rd centerline Sta. 44+97 to 50+50 209 TON ILI 307.q 203-16 Remove I Replace Unsuitable trench backfill (Ste. 36+96 to 45+08) assuming 3' depth x 2' width 180 CY teO 13 - o0 ay yR 203-17 Remove /Replace Un-suitable trench backfill (Ste. 45+06 to 56+51) assuming 3' depth x 2' width 254 CY 13 � K_ 345 y qO ILO403-05 "T" patch following installation of waterline (for limits of item 1) 306 TON 1 /5 35 3ia 403-06 "T" patch following installation of waterline (for limns of item 3) 105 TON k�q 29 /.) �799 So 403-07 2" Overlay, Grade 5-100 -(PG 64-28) Ziegler Road centerline station 36+46 to 44+97 256 TON ln�i O /2'](p(e 619-07 Tie To Existing 1 LS ot �� agC OO 619-06 24" Cl 52 DIP, double strap bonded, non -restrained w/ poywrap 1940 LF 3O q 7 � /$g '](e"� 60 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap, Sta. 36+96 to 50 619-09 37+76 and 56+15 to 57+45 210 LF cL 3 y n 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ poywrap supported with VIP 619-10 casing chocks, installed in ex. 36" steel casing 210 LF I toy 2jq tj r/ 4p 619-11 24• Bends 8 Thrust Blocks 2 FA IV N8 00 - 31,,q & so - 619-12 Concrete encasement of existing 30" RCP storm sewer 1 LS /a3A .- so i-136 IV 619-13 24x22 112 degree vertical bends with mechanical restraint 4 EA 00 0p 619-14 AirlVac valve and vault assembly 1 .41A"5% 6a 619-15 24" x 45 degree horizontal bend with thrust blocks, rotate fitting to achieve required vertical alignment 2 FA 18167 - 373 Y 9P 619-16 24"x6" Reducer with Fire Hydrant and Thrust Block, Mark End of Waterline Construction 1 LS ev q&31� yto3& 00 Subtotal FCLWD 24" Waterline Project Quantities: $ _ 310511 OP n-a-*)-_ Landscapina Quantities: 2810-01 Irrigation 2000-01 Blue Grass Sod 2900-01 Hughes Juniper 2900-02 Winnipeg Parks Rose 2900-03 Chanticleer Pear 2900-04 Purple Leaf Wintercreeper 2000-07 Topsoil - 60/40 compost mix for center median Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Specialty Signs 3' Letters On 48' x 48" 630-02 Portable Stop Lights 630-03 ^7 Message Boards ('R�beyis)� ,�bMAS 630-04 New Jersey Type Concrete Median Barriers 630-05 Flaggers 630-06 Traffic Control REVISED BID SCHEDUU ADDENDUM 1 a5 .5 21,925 SF SyR 0 21,925 SF W 93 18 FA DO O_D 0O o 14 FA V7- 1p JO OO 00 5 EA 2agj / L%& C �i e0 36 EA i9 " &Sq 'SO 44 40 CY I5go�3 Subtotal Landscaping Quantities: $ /R1590 1.00 LS Is 17925 d0 J u 9R 5 1.00 LS do /7y5q� Q9 I 5 1.00 LS 63,751?CIO 10 FA _ 11230 36 DAY 56 ..01(p � —te DAY s711 963I!p 25 LF C19 .35 275 00 1,040 HOURSR 0O 00 1 LS S'2$$9 sa-228 Subtotal Misc. Quantities: $ JRg'r�9Q REVISED BID SCHEDULE ADDENDUM 1 The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B X (the daily cost) = Contractors bid for evaluation for the lowest successful bidder Where: A = Contractors total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cost for this Project = $2,072.00 A = Total Construction Cost (Base Bid) s ], Y Sar gob 0 (Ziegler Road and Kechter Road Roundabout, FCLWD 24" Waterline, Landscaping and Misc. Quantities) B = Total number of calendar days bid = The total number of Calendar Days must fall between June 1, 2006 and September 1, 2006 for substantial Completion) 00 Total number of calendar days bid X $2,072.00 = 6 _. 1 5?& yQ D ` 97 TOTAL PROJECT COST - A + B X (the daily cost) = S l f to q 3 . Z.2g , SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Gerrard Excavating, Inc. as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $5% of amount bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City. of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 5979 Ziegler and Kechter Road Roundabout Project. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Sid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein -stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 16th day of May , 2006, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Gerrard Excavating, Inc Address: 1739 South County Road 13C Loveland, CO 805377/ p n Title: ATTEST: SURETY Travelers Casualty and Surety Company�,of America 6060 S. Willow Drive Greenwood Village, CO 80111 By: )OC4 4 0, I�FQry Richard D. Herbert Title: Attorney -in -Fact 7/96 Section 00410 Page 3 REVISED BID SCHEDULE ADDENDUM 1 203-05 Muck Excavation - (CIP) 75 CY 203-06 Borrow ABC (CI 5 or 6) 500 TON 203-07 Borrow Suitable Fill Material 1985 CY 203-08 Topsoil (Stripping & Stockpiling) - Top 6" 901 CY 203-09 Topsoil Placement in Planting Area @ Center Median of the Roundabout 448 CY 203-10 Topsoil Placement @ Back of Walk to easement lines 453 CY 203-11 Median Hardscape Shaping (CIP) 6117 SF 203-12 Potholing 1 LS 203-13 Import Screened Topsoil (3") - Parkway areas 165 CY 203-14 Transport and Compact In Place Reclaimed Asphalt from Stockpile 2751 CY 203-15 Swale Grading/Shaping/Blue Tops 486 LF 208-01 Erosion Control 1 LS 210-01 Adjust Manhole Ring & Cover 1 EA 210-02 Modify Manhole 1 EA 210-03 Adjust Valve Box 1 EA 210-04 Modify Valve Box 1 EA 210-05 Adjust Existing Fire Hydrant To Proposed Grade 1 EA 210-06 Add Valve Extension Keys To Existing Water Valves 5 EA 210-07 Raise City of Fort Collins Light and Power Electric Vault Manhole Cover to Paving Grade 1 EA 210-08 Expose Existing CMP Remove 15' Of CMP 1 EA 210-09 Expose Existing CMP Remove 3' Top Of Pipe 6 EA 210-10 Insert 12" SDR-35 Sewer Pipe In Existing CMP 140 LF 210-11 Adjust Sprinkler Box/Cap Existing/ Modiriy Irrigation System 2 EA 304-01 Aggregate Base Course - (CI 5 or 6) - 6" Depth - (CIP) 1,873 TON 304-02 ABC - (CI 5 or 6) - 6" Depth - (CIP) - Patch Placement 85 TON 306-01 Reconditioning - (8") 11,899 BY TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Richard D. Herbert, Christine A. Herbert, Sally D. Herbert, Kelly McNair, Elizabeth Jolivet, of Longmont, Colorado, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made tinder and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, .provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed). under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (62,95) Unlimited IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 17th day of February, 2005. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD gJ,y1Y ANp B` r pAStIA�� _ EOM HAKFORD, CONK. % CONN. c y, q, • S D 61 • �'N+e byy • � TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 17th day of February, 2005 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say'. that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and 'FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument;'that he/she knows the seals of said corporations that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. �p.TlT i. My commission expires June 30, 2006 Notary Public Marie C. Tetreault' CERTIFICATE L the undersigned, Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 16 th day of May 120 06 ?I Y AND pASUq 1 N16 EllBRY pYyJ ,p�9 O2. • 11 m F. tihR�O � a - HARTFORD, < G 19 B 2`'' O r 6� By Nicholas Seminara Senior Vice President SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires.//^�� C 1. Name of Bidder: 17eV-mcA Cvca,ui�ino =nc. 2. Permanent main office address: I'1'�,q S, l 01M1. Rd I'y- 1r *e'nAA.06 1165S3 3. When organized: 4. If a corporation, where incorporated: iG $5 5. How many years have you been engaged in the contracting business under your present firm or trade name? �k „Onrl', 6. Contracts on hand: (Schedule these, showing the amount of each contracct_ and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: r do 8. Have you ever failed to complete any Work awarded to you? If so, where and why?ky') 9. Have your ever defaulted on a contract? If so, where and why? Kyk 10. Are you debarred by any government agency? If yes list agency name. NO 7/96 Section 00420 Page 1 1 14 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: e- L a Ul Aeri (Ls 14. Background and experience of the principal members of your organization, including officers: see n r],pd 15. Credit available: $ 16. Bank reference: �mme �jtm� � � co 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be ]�& lbw bo-AAp{ required by the OWNER.? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract?w8 If yes, whatOpercent of total contract? and to whom? _ 20. Are any lawsuitsn pending against you or your firm at this time? IF yes, DETAIL ln_ri��'enan,.$ , A, Coe PC- 14 Id 7/96 Section 00420 Page 2 A 21. What are the limits of your public liability? DETAIL What company? Z,-t&Mi2U1,4-S PQStAAJjU CQ1 P. 22. What are your company's bonding limitations? $j& 23. The undersigned hereby authorizes and requests any person, firm or M corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at ''G7 this , /� day of a , 200.� lnfcrGrA Name of(jde� Title: .— State of County of W-T IJ,-An.a1 being duly sworn deposes and says that he is \(,p- of (lerFeca,r� '!;At and that (name of organization) ' the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this Ito— day of rylA „ 20Q0(, Notdry Public My commission expires 11-110 --Q(o 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR 16 STM../ I 16 16 16 im im 7/96 Section 00430 Page 1 1739 S. County Rd 1JC (970)961k"" (970)669-1944 PROJECTS IN PROGRESS PROJECT NAME Blue Mountain Meadows Sun Chao Village 2534 Bid Pack #2 2534 Bid Pack #3 Summer Park Ri den Farm NW Roads Highland Meadows Golf Course Phase 4 Westgate at Wellington Village Wellington Village Gateway Commercial Phase I Invasive Species Research BuildingFt Shvannc PLD 2534 Retail Bellwether Farm Thompson CrossingPUD Ncw Vision Charter School Lemay Avenue Estates 2534 Bid Pack 4 Greeleywn Interconnect LOCATION Larimer County Laramie, WY Johnstown Johnstown Greelc Ft Collins Windsor Wellington Wellington Berthoud Collins Loveland Johnstown Ft Collins Johnstown Loveland Ft Collins Johnstown Johnsto CONTRACTOR NAME Orcas Development Dohn Construction Double Fa le Construction Services Double Eagle Construction Services Double Ea le Construction Services Construction M t. Assoc. Summit Land Management DANCO BuildersLoonan Dohn Construction GatewayCommercial Phase-[ Gerald H. Phipps Blue Hollow, LLC 2534 Retail Phase I, LLC Double Eagle Construction Services Double Eagle Construction Services Dohn Construction Double Eagle Construction Services Double Eagle Construction Services Double Eagle Construction Services ENGINEER North Star Design Banner Associates Nolte Associates NoI[e Associates North Star Design AEn ineerin Northern Engineering &Associates Northern Engineering North Star Design Burkett Design303-595-0500 CDS En ineerin Nolte Associates JR En ineerin Nolte Associates Slater Paull Northcm Engineering Nolte Associates Nolte Associates ENGINEER PHONE# 686-6939 307-745-7366 221-2400 22I-2400 970-686-6939 491-9888 2214159 970-093-2808 - 970-2214158 686-6939 667-8010 221-2400 491-9888 221-2400 303-607-0977 2214158 221-2400 221-2400 DESCRIPTION Site development Site development & Stmc Ex Site development Site develo men[ Site development Site develo t men Site development Site development Site development Site development Earthwork, utilities Site development Site development - Site development Site development Structural Ex & backfill Site development Site development Waterline AMOUNT S 1,784,944.00 S 416,145.00 S 3,186,301.00 S 3,186,301.00 S 748,975.00 $ 539,787.00 S 539,787- $ 496.22000 .00 S 732,737.00 S 502,297.00 S 193.486.00 5 165,035.00 5 538,965.00 S 565,042.00 S 2.073.822.00 S 59,122.00 5 901,068.00 S 1,634,015.00 S 636,348.00 COMPLETION DATE Mar-O6 Jun-06 Feb-06 Feb-06 A r-06 Ma -06 Ma -06 A r-06 Jun-06 A r-06 Jun-06 A r-06 Ma -06 Au -06 Mar-07 Jul-06 Sc -06 Oct-06 Oct-06 Page 1 # tl Gerrard Excavating, Inc. 1739 S. County Rd 13C Loveland, CO 80537 (970) 669-1463 (970)669-1964 PROJECTS COMPLETED IN THE PAST 5 YEARS PROJECT NAME CONTRACTOR NAME AMOUNT COMPLETION DATE RMSC R.C. Heath Construction $ 431,865.00 Jun-01 Ventana Subdivision Summit Land Management $ 137,150.00 Au -01 Greenleaf Construction Greenleaf Construction $ 164,524.00 Au -01 Wal*Mart Alliance Construction Sol. $ 2,161,110.21 Se -01 Wellington Pointe ViewPointe, LLC $ 4,185,551.00 Se -01 Fox Meadows Maxwell Construction $ 254,592.00 Oct-01 Timbercreek KEM Com an LLC $ 274,010.00 Nov-01 CARE Housinq Sinnett Builders $ 343,971.00 Nov-01 Coeur d'Alene Estates Alan Patterson $ 1,022,812.00 Nov-01 Encorp Dohn Construction $ 165,516.00 Nov-01 Timberline/Drake Imrpovements Lafarge $ 267,083.00 Nov-01 Promontory Dohn Construction $ 331,601.00 Nov-01 Oasis Amshell Corporation $ 174,517.00 Nov-01 Clover Basin 2 & 3 Brisben Development LLC $ 653,448.00 Dec-01 Wellington Pointe Commercial ViewPointe, LLC $ 147,990.00 Dec-01 Harmony/Timberline Im rovemnts Lafarge $ 496,437.00 Dec-01 Loveland Police & Courts Hensel Phelps Construction $ 399,725.00 Feb-02 Highland Meadows Sewer Line Summit Land Management $ 342,828.00 Feb-02 Windsonq 7th Adair Group $ 659,091.00 Feb-02 Mountain Ridge Farms Summit Land Management $ 899,989.00 Mar-02 Mountain Ridge Farms 4th Progressive Living Structures $ 269,144.00 A r-02 Poudre River Ranch Double Eagle Construction $ 928,932.00 Apr-02 Page 1 Gerrard Excavating, Inc. 1739 S. County Rd 13C Loveland, CO 80537 (970) 669-1463 (970) 669-1964 PROJECTS COMPLETED IN THE PAST 5 YEARS PROJECT NAME CONTRACTOR NAME AMOUNT COMPLETION DATE Rocky Mountain 7th Trammel Crow Residential $ 331,732.00 Ma -02 Harmony Park Mark Young Construction $ 228,079.00 Jun-02 Stanton Creek 4th & 5th James Company $ 678,967.00 Jun-02 Westbrooke Summit Land Management $ 328,410.00 Au -02 Kechter Road Improvements City of Ft Collins $ 2,300,379.00 Aug-02 Weld County Library Hensel Phel s Construction $ 317,676.00 Au -02 Rock Crest Apartments Coe Construction $ 207,655.00 Se -02 Homestead Heights Progressive Living Structures $ 1,041,060.00 Se -02 T-Bone Ranch Apartments The Adair Company $ 782,667.00 Se -02 Bennett Road Bungalows S an'er Construction $ 297,017.00 Nov-02 The Hill Double Eagle Construction $ 875,760.00 Jan-03 Brunner Farms Double Eagle Construction $ 666,880.00 Jan-03 Three Silos Three Silos, LLC $ 869,559.00 Jan-03 Clydesdale Park Double Eagle Construction $ 784,915.00 Feb-03 Dos Rios Joyce Allel $ 176,879.00 Jun-03 Westrid a Village II Dohn Construction $ 154,772.00 Jul-03 The Lode Drahota Construction $ 711,909.00 Au -03 Cottonwood Ride Progressive Living Structures $ 1,422,063.00 Au -03 Matthews Farm Double Eagle Construction $ 1,265,525.00 Au -03 Mountain Ride Farms 2nd Progressive Living Structures $ 327,305.00 Au -03 Lemay Avenue Widening City of Ft Collins $ 2,758,878.00 Au -03 Westridge Village I Dohn Construction $ 814,335.00 Nov-03 Page 2 Gerrard Excavating, Inc. 1739 S. County Rd 13C Loveland, CO 80537 (970) 669-1463 (970)669-1964 PROJECTS COMPLETED IN THE PAST 5 YEARS PROJECT NAME CONTRACTOR NAME AMOUNT COMPLETION DATE Highland Meadows 4-2 Summit Land Management $ 1,300,950.00 Dec-03 Highland Meadows 6th Summit Land Management $ 343,269.00 Jan-04 Lofts.at park Central Dohn Construction $ 145,178.00 Feb-04 Big Horn Ride Alliance Construction Sol. $ 522,133.00 Jul-04 Eckerd Druq Dohn Construction $ 168,713.00 Jul-04 Harvest Heights Double Ea le Construction $ 448,670.00 Jul-04 Soft Gold Park Sinnett Builders $ 141,819.00 Jul-04 Loveland - Ft Collins Air ark Centre Point Business Air ark, LLC $ 3,558,489.00 Au -04 Windsor Recreation Center Dohn Construction $ 209,419.00 Se -04 Highland Meadows Golf Course Phase 1 Summit Land Management $ 1,878,873.00 Dec-04 St Elizabeth Ann Seton Church Alliance Construction Sol. $ 166,098.00 Dec-04 Eleventh St Bride Dohn Construction $ 255,923.00 Dec-04 Mercantile at Crossroads Dohn Construction $ 358,033.00 Dec-04 Poudre Overlook Prociressive Living Structures $ 1,076,435.00 Dec-04 Glenn Ridge Estates Stoner Construction $ 291,800.00 Ma -05 Homestead 2nd Filing Legacy Development $ 1,079,805.00 Ma -05 HMGC Phase 2 Summit Land Management $ 662,473.00 Ma -05 McKee Medical Center Alliance Construction Sol. $ 775,839.00 Ma -05 Pine Street Lofts Dohn Construction $ 175,265.00 Ma -05 Thompson Crossing Water Line Phs 1 & 2 Thompson Crossing Metro Dist. #1 $ 1,869,248.00 Jun-05 No. Colorado Rehabilitation Hospital M.J. Harris, Inc. $ 321,514.00 Jun-05 Thompson Crossing Interceptor Taylor Kohrs $ 1,618,166.00 1 Jun-05 Page 3 REVISED BID SCHEDULE ADDENDUM 1 307-01 Flyash Subgrade Stabilization - (12%) 5678 SY 403-01 Hot Bituminous Pavement - Grading S - 100 (3" Depth) - (PG 64.28) 635 TON 403-02 Hot Bituminous Pavement - Grading SG - 100 (6" Depth) - (PG 58.28) 1269 TON 403-03 Hot Bituminous Pavement - Grading S - 100 (2" Depth) - (PG 64.28) Overlay 627 TON 403-04 Asphalt Patching - Grading SG - 100 (5" Depth) - (PG 58-28) 82 TON 412-01 Portland Cement Concrete Pavement (10") 1344 SY 506-01 6' x 6' x 1.5' Type L Rip Rap Pad w/ 6" Type II Bedding 8: 6" Topsoil Cover 2 EA 603-01 19" x 30" HERCP Class III 137 LF 603-02 12" RCP Class III 44 LF 603-03 15" RCP Class III 90 LF 603-04 15" RCP Class III FES 1 EA 603-05 24" Class III RCP w/ water tight joints (ASTM C443) 40 LF 603-06 8" Sewer SDR-35 21 linear feet with Headwalls 1 LS 603-07 Field Collar on 19" x 30" HERCP 6 EA 603-08 29" x 45" HERCP Class III 40 LF 604-01 5' Type R Inlet 2 EA 604-02 Area Inlet with 6" Orifrice Plate 1 FA 604-03 4' Concrete Sidewalk Culvert 1 LS 604-04 4' Sidewalk Chase with a 32' x 2' Concrete Trickle Pan 1 EA 604-05 Modification Of Pond Inlet on Homestead Property 1 LS 604-06 14' x 14' Manhole Concrete Box with 30" Manhole Frame and Cover for Access - (CIP) 1 EA 604-07 Median Underdrain Pipe System - (4" Perforated Pipe) 135 LF 604-08 Median Underdrain Pipe System - (4" Solid Pipe) 55 LF 604-09 Tie To Existing Manhole 1 EA Gerrard Excavating, Inc. 1739 S. County Rd 13C Loveland, CO 80537 (970)669-1463 (970)669-1964 PROJECTS COMPLETED IN THE PAST 5 YEARS PROJECT NAME CONTRACTOR NAME AMOUNT COMPLETION DATE Estates at Matthews Farm Double Eagle Construction $ 1,017,192.00 Jun-05 Homestead Heights Progressive Liv nq STructures $ 424,732.00 Jun-05 Auto Auction Double Eagle Construction $ 483,218.00 Jul-05 HMGC Lift Station Summit Land Management $ 266,814.00 Dec-05 HMGC Phase 3 Summit Land Management $ 526,829.00 Nov-05 Johnsons Corner Dohn Construction $ 499,502.00 Se -05 Low Point Wastewater Treatment Plant Taylor Kohrs $ 2,437,109.00 Oct-05 Thompson Crossing Interceptor Ta for Kohrs $ 1,718 707.00 Oct-05 Orchards at Grapevine Hollow Dohn Construction $ 293,339.00 Nov-05 Poudre Overlook Phase 2 PLS Homes $ 329,522.00 Dec-05 Timnath Sewer South Ft Collins Sanitation Dist. $ 423,055.00 Dec-05 Trilby/Ziegler Road Improvements City of Ft Collins $ 805,235.00 Nov-05 Garnet Valley Acres Richard & Shelly Oliver $ 249,236.00 Dec-05 Indian Creek Ranch Waterline PWP Golden Eagle Tree, LLC $ 487,704.00 Mar-06 Greenlee Demo & Grading Stephen Greenlee $ 137,655.00 Feb-06 Ranch at Highland Meadows Taylor Kohrs $ 135,157.00 Jan-06 Harmony Ridge Fling 2 Global Holdin s of Colorado, LLC $ 1,083,736.00 A r-06 Liberty Common Track Construction M mt. Assoc. $ 424,107.00 A r-06 Page 4 ��ERRARO Developing A Common Future Equipment List EXCAVATORS 345—105,000 LB 330 - 75,000 LB 225 - 60,000 LB 215, 320L - 40,000 LB 215 with thumb attachment - 40,000 LB 320L with jackhammer attachment - 50,000 LB LOADERS 95OF - 4 CY 950A, 936, 928 - 3 CY add $10.00/hour for forklift attachment BACKHOES/LOADERS 416 580,310 210 add for compactor 140G 160H SCRAPERS 627, 623 - 23 CY 613/615 -18 CY TRUCKS Tandem -12 CY End Dump -16 CY Belly Dump -16 CY Rock Trailer -16 CY Water Truck Pick ups Lowboy Sheeps foot roller 815 - 4 wheel w/ blade Bomag Roller - Pneumatic Hyster REX Arrow tamper DOZERS D5 Dozer D6 Dozer D7 Dozer MISCELLANEOUS Compressor with breaker Bobcat Mini -Excavator Ag tractor and disc 1739 South County Road 13c/Loveland, CO 80537 office 970.669.1463 /fax 970.669.1964 Laborers Supervisor MISCELLANEOUS POWER TOOLS Cut off saw, jumping jack, breaker, rock drill -4r / Ll .I"" `�ERRARO Developing A Common Future NAME 1739 South County Road 13c /Loveland, CO 80537 office 970.669.1463 /fax 970.669.1964 EXPERIENCE Gary Gerrard Owner of Gerrard Excavating, Inc. since 1984. Partner of Gerrard Construction 7 years. Ken Holman — Residential Superintendent Superintendent for Gerrard Excavating since 2005. Owned and operated water and sewer installation company from 1982 to 2002. Bill Nicholl — Project Manager Estimator/Project Manager for Gerrard Excavating since 1992. Project Manager/Contract Administrator since 1972. Riley Cooper — Commercial Superintendent Superintendent/Operator for Gerrard Excavating since 1991. Ed Hersh — Commercial Utility Superintendent Superintendent/Operator for Gerrard Excavating since 1996. Steve Jungemann Quality Control/Testing Technician for Gerrard Excavating since 1999. Technician Inspector for FCLWD for 9 years. SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: May 22, 2006 TO: Gerrard Excavating, Inc. PROJECT: 5979 Ziegler and Kechter Road Roundabout Project OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated May 16, 2006 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 5979 Ziegler and Kechter Road Roundabout Project. The Price of your Agreement is One Million Four Hundred Fifty Six Thousand Eiqht Hundred Eight Dollars, and Eighty Seven Cents ($1,956,808.87). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by June 6, 2006. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins By: (;OWNER / )�C) Y (Jamefi B. O'Neill, II, CPPO, FNIGP ctor of Purchasing & Risk Management 9/12/01 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 22 day of May in the year of 2006 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Gerrard Excavating, Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 5979 Ziegler and Kechter Road Roundabout Project: The improvements for this project include widening Ziegler Road from Shallow Pond Drive north to the Kecther Road intersection (approx. 600 feet) to minor arterial standards. The construction scope consists of: curb and gutter, bike lanes, sidewalk, new irrigation pipe and splitter boxes. The existing concrete intersection of Ziegler Road and Kechter Road will be pulverized in place and re -constructed as a 130 foot diameter roundabout. The proposed intersection work will consist of: concrete paving, decorative concrete medians, enhanced colored concrete crosswalks, rotomilling operations, flyash operations, asphalt paving, landscaping, stormsewer improvements. The project includes the installation of a 24" waterline for the Fort Collins - Loveland Water District (approximately 2400 Linear Feet), from Kechter Road south to Trilby Road, and is generally described in Section 01010. The Contractor will provide Traffic Control and Construction Surveying. The Contractor will be required to work with our traffic control supervisor. This project will be done under traffic using a bi-directional closure. A total of 7 message Boards for 20 days will be required during different phases of construction. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins - Engineering Division, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. 9/12/01 Section 00520 Page 1 ARTICLE 3. CONTRACT TIMES 3.1 All construction will be approved to begin as early as June 1, 2006 and must be substantially complete by September 1, 2006. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Two Thousand Seventy Two Dollars ($2,072.00) for each calendar day or fraction thereof that expires after September 1, 2006 until the Work is Substantially Complete. 2) Final Acceptance: After the City of Fort Collins Engineer has determined that Substantial Completion has been met, the Contractor has 14 days to reach final completion. The Contractor will be charged Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after September 15, 2006, until the Work is ready for Final Payment and Acceptance. 3) Incentive: A $2,072.00 per day or fraction thereof incentive will be awarded to the Contractor for substantially completing the work prior to the total number of days bid. The total incentive amount will not exceed 50 of the Base Bid. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Million Four Hundred Fifty Six Thousand Eight Hundred Eight Dollars, and Eighty Seven Cents ($1,456,808.87), in accordance with Section 00300, attached and incorporated herein by this reference. 9/12/01 Section 00520 Page 2 ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 9/12/01 Section 00520 Page 3 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 9/12/01 Section 00520 Page 4 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet 1 Sheet 2 Sheet 3 Sheet 4 Sheet 5 Sheet 6 - 7 Sheet 8 - 9 Sheet 10 Sheet 11 Sheet 12 - 13 Sheet 14 Sheet 15 Sheet 16 Sheet 17 Sheet 18 - 19 Sheet 20 Sheet 21 Sheet 22 - 23 Sheet 24 - 30 Sheet 31 Sheet 32 -35 Cover General Notes Typical Sections Horizontal Control Plan Right -of -Way Map Utility Remove, Replace and Installation Plan Remove, Replace Plan Kechter Road Plan and Profile Ziegler Road Plan and Profile Grading Plan Island Plan and Grading Roundabout Sidewalk Plan and Grading Surfacing Plan Concrete Payment Joint Plan Erosion Control Plan Storm Sewer Plan and Profile Irrigation Pipe Plan and Profile Signing and Striping Plan Cross Sections Landscape and Irrigation Plan Details The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. 9/12/01 Section 00520 Page 5 REVISED BID SCHEDULE ADDENDUM 1 604-10 Concrete Encasements 8 EA 604-11 10 Mill Viscreen Plastic 2303 SF 604-12 1 1/2" Class 200 PVC Irrigation Main 130 LF 604-13 4" Conduit Sleeving 200 LF 604-14 6" Conduit Sleeving 250 LF 607-01 Smooth Wire Fence 515 LF 608-01 Colored Concrete Truck Ramp (Approved Red) - 6" 2563 SF 608-02 4'-5'-6'-7'-8' Sidewalk 13301 SF 608-03 Enhanced Colored Concrete Cross Walks (Red) w/ 2' stamped borders 1578 SF 608-04 Expossed Aggregate Concrete Median Splashblock " San Diego Buff" 6117 SF 608-05 Flowfill Over Shallow Utilities 300 LF 608-06 Flowable Fill Concrete 100 CY 608-07 High Early Concrete (24 Hour) 75 CY 608-08 MSE Amastone Wall in the Center Median of the Roundabout 190 LF 609-01 30" Vertical Curb & Gutter 1836 LF 609-02 30" Vertical Curb & Gutter (6" Mountable 2' Inflow Gutter between ramps in all corners) 442 LF 609-03 18" Outfall Curb & Gutter 1060 LF 609-04 18" Outfall Curb & Gutter (6" Mountable 2' Outfall Gutter around center island) 263 LF 609-05 R&R Vertical Curb and Gutter 20 LF 609-06 R&R Concrete Sidewalk 30 SF 619-01 Abandon Existing FCLWD Water Valves (cut out valves and put solid sleeves to replace) 2 EA 619-02 24" Ultra Rib PVC Irrigation Pipe 733 LF 619-03 4' dia. Flat Top Manholes 6 EA 619-04 5' x 5' Concrete Irrigation Splitter Box w/ 2 "W atermain" 24" C-9 Slide Gates (see detail) 2 EA 619-05 Tie To Existing Irrigation 2 EA 619-07 314" Irrigation Service: Meter Pit/ Backflow, Prevented Metal Screen Cover (Per Detail) 1 LS Subtotal Ziegler Road and Kechter Road Roundabout Quantities: S ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligation contained in the Contract Document. OWNER: CITY OF FOA COLINS CONTRACTOR: Gerrard Excavating, Inc. By: 1 �'— j By DARIN ATTEBERRY, CIT MANAGER By. b - JA ES B. O'NEILL II, CPPO, FNIGP w DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: / _1— Attest: City Clerk Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approv d as to Form Asses nt City ttorney Title: e:7r�o V �.d.ti ZO��o (CORPORATE SEAL) 06dress for giving notices: l 9 sZE LICENSE NO.: 9/12/01 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 5979 Ziegler and Kechter Road Roundabout Project To: Gerrard Excavating, Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be , 20 and , 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: Gerrard Excavatinq, Inc. By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. 104595156 KNOW ALL MEN BY THESE PRESENTS; that (Firm)Gerrard Excavating, Inc. (Address) 1739 South County Road 13C, Loveland, CO 80537 (a Corporation), hereinafter referred to as the "Principal" and (Firm) Travelers Casualty and Surety Company of America (Address)6060 South Willow Drive, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of our Hundred Fifty -Six Thousand * in lawful money of the United States, for the payment Of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 22 day of May, 2006, a copy of which is hereto attached and made a part hereof fox the performance of The City of Fort Collins project,5979 Ziegler and Kechter Road Roundabout Project. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNEJ2 all outlay and expense which the OWNER may incur in making good any default then this Obligation shall be void; otherwise to remain in full force and effect. * Eight Hundred Eight Dollars, and Eighty -Seven Cents ($1,456,808.87) 7/96 Section100610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does herebv waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or tp the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Suretv Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this24th day of May , 2006 . IN PRESENCE OF: (Gorporate`.Se4l) N PR�SEN��'OE: IN PRESENCE OF: Witness Dganna-P4 LaBuda Principal Gerrard Excavating, Inc. u., (Title) 1739 South County Road 13C. Loveland, CO 80537 (Address) Other Partners By: By: Surety Travelers Casualty and Surety Company of America Richard D. Herbert Attorney -in -Fact By:6060 South Willow Drive, Greenwood -Village, CO (Address) 80111 (Surety Seal) NQTEr--bativ of Bond must not be prior to date of Agreement. Tf CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond NO.104595156 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Gerrard Excavating, Inc. (Address) 1739 South County Road 13C, Loveland, CO 80537 ( (a Corporation), hereinafter referred to as the "Principal" and (Firm) Travelers Casualty and Surety Company of America (Address) 6060 South Willow Drive, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 8052P a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum Of One Million F it fiindr d Fifty -Six Thousand * in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 22 day of May, 2006, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 5979 Ziegler and Kechter Road Roundabout Project. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed; rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. * Eight Hundred Eight Dollars, and Eighty -Seven Cents ($1,456,808.87) 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby 'stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this24jth day of Mav -r 20U_. IN PRESENCE OF:pp Principal Gerrard) Excavating, Inc. (Titl Cti ,; orato Seal) „_ N PF+Z$ENtM' OF: 1739 South County Road 13C, Loveland, CO 80537 (Address) Other Partners IN PRESENCE OF: Surety Travelers Casualty and Surety Company of America Al lx aZ' a � BY:' Witness Richard D. Herbert Attorney -in -Fart Deanna D. LaBuda By: 6060 South Willow Drive, Greenwood Village, CO (Address) 80111 �Surstx-;S8a1} 14OTE:: Date of Bond must not be prior to date of Agreement. ;tieCONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Richard D. Herbert, Christine A. Herbert, Sally D. Herbert, Kelly McNair, Elizabeth Jolivet, of Longmont, Colorado, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (02-05) Unlimited IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 17th day of February, 2005. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD coHARiFOW 41CONNCON.. ° TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY I� i 2WA �f George W. Thompson Senior Vice President On this 17th day of February, 2005 before me personally came GEORGE W. THOMPSON to me ]mown, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. evo, My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I the undersigned, Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut Dated this 24 th day of May , 20 06. "Iy ANp pASU,� tiRRl'FtlAD. r�' aHARTFORo. i O 19Si�' o CONN. By Nicholas Seminara Senior Vice President SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 REVISED BID SCHEDULE ADDENDUM 1 FCLWD 24" Waterline Project Quantities Rotomill 2" of asphalt from Ziegler Rd centerline station 36+46 to 44+97 (existing seam to lip of 202-21 gutter) 2330 BY 202-22 Removal of Asphalt prior to installation of waterline from Ziegler Rd centerline Sta. 44+97 to 50+50 209 TON 203-16 Remove / Replace Unsuitable trench backfill (Sta. 36+96 to 45+06) assuming 3' depth x 2' width 180 CY 203-17 Remove / Replace Un-suitable trench backfll (Sta. 45+06 to 56+51) assuming 3' depth x 2' width 254 CY 403-05 "T" patch following installation of waterline (for limits of item 1) 306 TON 403-06 "T" patch following installation of waterline (for limits of item 3) 105 TON 403-07 2" Overlay, Grade S-100 - (PG 64.28) Ziegler Road centerline station 36+46 to 44+97 256 TON 619-07 Tie To Existing 1 LS 619-08 619-09 619-10 24" Cl 52 DIP, double strap bonded, non -restrained w/ polywrap 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap, Sta. 36+96 to 37+76 and 56+15 to 57+45 24" Cl 52 DIP, double strap bonded, restrained using Field Lok restraint, w/ polywrap supported with casing chocks, installed in ex. 36" steel casing 1940 210 210 LF LF LF 619-11 24" Bends & Thrust Blocks 2 EA 619-12 Concrete encasement of existing 30" RCP storm sewer 1 LS 619-13 24"x22 1/2 degree vertical bends with mechanical restraint 4 EA 619-14 Air/Vac valve and vault assembly 1 EA 619-15 24" x 45 degree horizontal bend with thrust blocks, rotate fitting to achieve required vertical alignment 2 EA 619-16 24"x6" Reducer with Fire Hydrant and Thrust Block, Mark End of Waterline Construction 1 LS Subtotal FCLWD 24" Waterline Project Quantities: $ Ct�RD,M CERTIFICATE OF LIABILITY INSURANCE 05/23/20 6) IODUCER (303)939-9921 FAX (303)939-9926 lerbert-Leavitt Longmont ?75 South Main Street iuite 208 Longmont, CO 80501 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # SURED Gerrard Excavating, Inc 1739 S. County Rd 13C Loveland, CO 80537 INSURERA: Bituminous Casualty Corp INSURERS: Pinnacol Assurance INSURER INSURER D. INSURER E: .OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILNSNTR E TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY CLP3211660 01/01/Z006 01/01/2007 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS MADE O OCCUR MED EXP (Any one person) $ 10,000 A X Per Project Gen Ag PERSONAL BADVINJURY $ 1,000,00 X Contractual Liab GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 17 POLICY X PROJECT LOG AUTOMOBILE LIABILITY ANY AUTO CAP3502484 01/01/2006 01/01/2007 COMBINED SINGLE LIMIT (Es accident) $ 1,000,00 X ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNEDAUTOS BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY. AGG $ ANY AUTO $ EXCESSIUMBRELLA LIABILITY CUP2577953 01/01/2006 01/01/2007 EACH OCCURRENCE $ S,000,00 OCCUR O CLAIMS MADE AGGREGATE $ 5,000,00A IX $ $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND 4028598 01/01/2006 01/61/2007 X I WC STATU- OTH- B EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? OFFICERS INCLUDED E.L EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 Des, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1,000,00 OT ER nand CLP3Z1660 01/01/2006 01/01/2007 SCHED EQUIP $8,828,262 A Martine Ded 1% to max of $5000 Leased/Rented Equip $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS e: 5979 Ziegler and Kechter Road Roundabout he City of Fort Collins is named additional insured in regards to the liability arising out of the work performed by the named insured. City of Fort Collins 300 Laporte Ave. Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVGc� XCORD 26 (2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 5979 Ziegler and Kechter Road Roundabout Project PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Gerrard Excavatinq, Inc. CONTRACT DATE: May 22,2006 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: You are hereby notified that on the day of Fort Collins, Colorado, has accepted the for the City of Fort Collins project, 5979 Ziegler ai Project. A check is attached hereto in the amount of $_ as Final Payment for all Work done, subject to Documents which are dated , 20 20 20_, the City of Work completed by Kechter Road Roundabout the terms of the Contract In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: Citv of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Gerrard Excavating, Inc. (CONTRACTOR) PROJECT: 5979 Zieqler and Kechter Road Roundabout Protect 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the 7/96 Section 00650 Page 1 OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20 CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Gerrard Excavating, Inc. PROJECT: 5979 Ziealer and Kechter Road Roundabout Proiect CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) 74 ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 7/96 Section 00650 Page 3 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (125B) (� COLORADO DEPARTMENT OF REVENUE V DENVERC090261 (303) 232-2416 CONTRACTOR APPUCATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26J 14(1 Xa)QW DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying trust be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works awned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocat ion ofyour exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to eachofthe subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Rk,gistratonlAccount No. N be assiged byperiod 89 - 999 0170-750 $0 00 i ? T#iA 7Ot21NFOFMATWif �„ ,.. - .� .,., W 4 ra a name er, partner. or corpon a name: Mailing address (city. State.zip): 03nitact Person E-Mail address a era mpoyers en ca on Number: 111a arno-Gi7foryFui—rcontra3f ax um er Business telephone number Colorado withholding tax amount nam er: C arse Or exempt organization (ass own on con ac emp organize on s number 98 - Address of exempt organza on Ity, a e, Ip Principal contact at exempt organization Pnn&-pa7co-nthtcrs telephone num er. hystcal location of project site (give actual address when applicable and Cites and7or County (ies) where project is ocate Scheduled Month Day Year Estimated ay Year oonsimotion start date: completion date12 S cS ,ts. d I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowfedge Signature of owner, partner or corporate A ce- Title of corpora o ter e: DO NOT WRrTE BELOW THIS LINE Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exam ption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS REVISED BID SCHEDULE ADDENDUM 1 Landscaping Quantities: 2810-01 Irrigation 21,925 SF 2000-01 Blue Grass Sod 21,925 SF 2900-01 Hughes Juniper 18 EA 2900-02 Winnipeg Parks Rose 14 EA 2900-03 Chanticleer Pear 5 EA 2900-04 Purple Leaf Wintercreeper 36 EA 2000-07 Topsoil - 60I40 compost mix for center median 40 CY Subtotal Landscaping Quantities: $ Miscellaneous Quantities; - Contract Bond 1.00 LS 625-01 Construction Surveying 1.00 LS 626-01 Mobilization 1.00 LS 630-01 Specialty Signs 3" Letters On 48" x 48" 10 EA 630-02 Portable Stop Lights 36 DAY 630-03 Message Boards (7 Boards) 20 DAY 630-04 New Jersey Type Concrete Median Barriers 25 LF 630-05 Flaggers 1,040 HOURS 630-06 Traffic Control 1 LS Subtotal Misc. Quantities: $ GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 191" (1990 Edition), as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted. EJCDC GENERAL CONDITIONS1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9I99) TABLE, Or CONTENTS OF GEWRAI, CONDITIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number &'IStic Number I DEFINITIONS _. __. 1 '_ PRELIM[NARYMATTERS. L I Addenda 1 2- t Delivery of Bonds 3 1.2 Agreement..........................................1 2-^_ Copies of Documents_.............. ......... 3 1.3 Application for Payment. ,, _., __,__.,..1 13 Commencement of Contract 14 Asbestos ._ ...__ ....... ._1 Times; Notice to Proceed 3 1.5 Bid... -.....- ._.........._...._. ._..... _ I 2.4 Starting the Work .... ....... ...3 L6 Bidding Documents.._ ._- . - .... 1 2.5-2.7 Before Starting Construction. 17 Bidding Requirements.__ ............._.. I I CONTRACTORs Responsibility I.8 Bonds.................................................1 to Report: Preliminary Schediles; 1.9 Chang& Chder............. -,._,_, ...... _t Delivery of Certificates of 1.10 Contract Documents I Insurance 3-4 1.11 Contract PricC,_...._,... _...... _._..,.... _..,D 2.it PrecanstrLLeliwi CURICCCOCt, _,...__..a 1.12 Contract Times ............ ._..._...,._......_ 1 2.9 initially Acceptable Schedules----- ._4 1.13 CONTRACTOR I L14 d?fective.............................................1 3 CONTRACT DOCUMENTS: WTENT, 1,15 Drawings ,....,1 A1vIENDING, REUSE..- L16 Rffective late of the Agreement_ ._.._ 1 3 1-12 intent„_,____.....4 I.I7 ENGINEER._,,..._..._.. ...... .. _....._....,1 3.3 Reference to Standards and Speci- LI8 ENGINEER'S Consultant .... _._,_, ...... _.-1 fications of Technical Societies; L19 Field Order'. ... ....................... I—— ... ..... I Reporting and Resolving Dis- L20 General Requirements,.,,., ..........._......2 erepancies.............. ................... 4-5 1.21 Hazardous Waste 2 3.4 intent of Certain Terms or 1.22,a Laws and Regulations; laws or Adjectives.....................................5 Regulations..__.._....--_..........._....,1 3.5 Amending Contract Doeunrnts..._. ... 5 122.b Legal llolida}s._ '> 3-6 Supplementing Contract 123 Liens.._ Documents ........ ...............__5 1.24 .................._...................._.,2 Milestone..__.__................................2 3.7 ........ Reuse of Documents .... .._......... . .... 5 1.25 Notice of Award,._„_..,, 2 1 26 Notice to Proceeds ........ ................ 4. AVAILABILITY OF LANDS; 1.27 OV iNER...._.............._.......................Z SUBSURFACE AND PHYSICAL CONDITIONS: 128 Partial Utilization ..............__..............2 REFERENCE POINTS ....... .................. _............_5 1.29 PCBs ... .._...... ....................... ___ ..... 4.1 Availability of Lart*.......... ..........5 6 130 Petroleum- .................. __- ................. 2 4.2 Subsurface and Physical 1.31 Project_ Conditions_..... 1.32.a ------ ........ _.._.-------- ._......... Radioactive Material... ................ -.2 ........ 4.2.1 .................6 Reports and Drawings,.....................6 132.b Regular Working Hours .... .......... -.- .... .. 2 4.2.2 Limited Reliance by CONTRAC- 1.33 Resident Project Representative_ 2 TOR Authorized; Technical 1.34 Samples.................._..........................2 ......... Data ......................... .................... 6 1,35 Shop Drawings 2 42.3 Notice of Differing Subsurface 1.36 ..... ...... ........... ...... Specifications......................................I _... or Physical Conditions .............. ....b L37 Subcontractor .............................. 2 4.2.4 ENGINEER'sReview ...... ,.... I ..... I ..... 6 1.39 Substantial Completion., 2 423 Possible Contract Documents 1.39 _.................._ Supplementary Conditions Change Change :................ .....____ ... _... 6 1.40 Supplier....,,„ ....................... ? 4.2.6 Possible Price and Times 1.41 Underground Facilities_ ....._.-._.......2-3 Adjustments..........._._..............$7 1.42 Unit Price Work, ........................ .........3 4.3 Physical Conditions --Underground L43Beak ..................................................3 Facilities.................... 1,44 Work Change Directive .......................:3 4.3.1 Shawn or Indicated ...... ___ ........... ...7 1.45 Written Amendment ,._....... .._......_.,3 4.3.2 Not Shown or Indicated._................7 4.4 Reference Points,... .................. ..... ..7 E1CDC. GENERAL. CONDITIONS 191 o-s (19" EDmort) w/ CITY OF FORTCO1.LIN5 MODl67CATIONS (REV 9f99) Article or Paragraph Page Article or Paragraph hoe Number & Title Number Number& I itic Number 4.5 Asbestos, PCM, Petroleum, 6.25 Submittal Proceedures; CON - Hazardous, Waste m TRACTOR'S Review Prior Radioactive Material ......... _ ....... Y-8 to Shop Drawing or Sample submittal 16 5, BONDS AND INSURANCE .... ......... ___ ....... 8 6.26 Shop Drawing & Sample Submit- 5.1-5.2 Performance, Payment and Other tals Review by ENGINEER ...... 16-17 Bonds 9 627 Responsibility for Variations 53 Licensed Sureties and Insurers; From Contract Documents 17 Certificates of Insurance .... ....... 8 628 Related Work Performed Prior 5.4 CONTRACTOR's Liability to E.NUMERR's Review and Insurance .......... ......... ___ .......... 9 Approval of Required 5.5 OWNERs Liability Insuran ce ...... 9 Submittals.,_ .......... ....... . __. 17 5.6 Property Insurance ...... ........... .9_10 6.29 Continuing the Work ... ..... . J7 5.7 Boiler and Machinery or Addi- 6.30 CONTRACTORs General tional ProNrTy Insurance . .... ...... ..10 Warranty and Ouarantee ... .. .... 3.8 Notice of Cancellation Prcnision 10 6,31.6-33 Indemnification 17.18 5.9 CONTRACTORs Responsibility 634 Survival of Obligations ...................18 for Deductible Amounts 11) 5,10 Other Special Insurance If) 7 iYYIlER WORK ...... .. ... ...... .. 18 5AI Waiver of Rights.... ... .... 1 7.1-7.3 Related Work at Site ... .. ..... ...... ... 18 5.12-5.13 Receipt and Application of 7.4 Coordination._....-_ ..... . .. . .....18 Insurance Proceeds ..... ............... JO-11 5.14 Acceptance of Bonds and Insa- 8, OWNER'S RESPONSIBILITIES .........................18 once; Option to Replace. _J 1 81 Communications to CON- 5.15 Partial Utilization --Property TRACTOR ......... .. ... _ .... ..... ... 18 Insurance ... ....... 8,2 Replacement of ENGINEEK ..... 83 furnish Data andPay Promptly 6. CONTRACTORS RESPONSIBILITIES ...............I I When Due ... __ ........... .............. 18 6.1-6.2 Supervision and Superintendencq, ...... 11 8.4 Lands and Easements; Reports 6.3-6.5 Labor, Materials and Equipment,-- 11-12 and Tests ..18-19 6.6 Progress Schedule..._ .. ...... .12 8.5 Insurance........... 19 6.7 Substitutes and 'Or -Equal" Items, 8.6 Change Ord:rk ........ ........... ...... 19 CONTRACTOR'S Expense; 8 7 Inspections, Tests and Substitute Construction Approvals .......... .............. ...... _ 19 Methods or Procedures; 8'8 Stop or Suspend Work; ENGINEER's Evaluation --- 12-13 Terminate CONTRACTOWs 6.8-6.11 Concerning Subcontractors, Services ............._....................._19 Suppliers and Others-. 8.9 Limitations on OWNER'S Waiver of Rights........_ ........ .... 13-14 Responsibilities ......... ................. 19 6-12 Patent Fees and Royaltics, .... .............. 14 8,10 Asbcstm PCBs, Petroleum, 6.13 Permits..-_..........._-- .. ..... ...... ... _J4 Hazardous Waste or 6.14 Laws and Regulations ... ... ___ ' 14 Radioactive Material ........ _ ...... _ 19 6.15 Taxes .... ........... .................. 14-15 8.11 Evidence of Financhl 6.16 use Of Promises., ........ _ ................... 15 Arrangements.........................._19 19 6.17 Site Cleanliness,.........I ............... - . 15 6,18 Safe Structural Loading .....................1S 9 ENGINEER'S STATUS DURING 6A9 Record Document ... .... . ...... 15 CONSTRUCTION ........... . 19 6.20 Safety and Protection,._-...._..,,,.._ -15-16 9.1 OWNERs Representative ..... _ ......... 19 6,21 Safety Representative ..... .................16 .............. 16 91 Visits to Site,,,.,,,.,. ..... ....... ._..19 6.22 P� Hazard Communication ogrRms ..... 16 9.3 Project Representative,,,,,,,,,,,,,, 19-21 6,23 Emergencies ................ ....__ ...........16 9.4 Clarifi "cations and Interpre. 6.24 Shop Drawings and Sam pies ..............16 tations ..... ................... 21 9.5 Authorized Variations in AAkk 21 iii EJCW GENERAL COMMONS 1910-9 (19" EDITION) W10TY OF FORT COLUM MODIFICATIONS WV 91W) Article or Paragraph Page Article or Paragraph Number & -fide Number Number & Title 96 Rej ect i ng Dq/ecrive Work ........... ....... 21 97-99 Shop Drawings, Change Orders and Payments 9.10 Determinatiorts for Unit Prices 21-22 9 I]_9,12 Decisions on Disputes, ENGI- NEER as Initial Interpreter,... 9,13 Limitations on ENGINMERs _22 Authority and Responsibilities, __22-23 CIIANGFS IN THE WORK WA OWN HR's Ordered Change ... ...... .. 13 14, 10.2 Claim for Adjustment, ..... ................23 10.3 Work Not Required by Contract Documents ...... .... ............... __ ..... 23 104 Change Orders......_-......_ ... ....... _23 105 Notification of Surety ... .......... _._ 23 ('HAN(;F(,)F('ONI'RA('rPRICF,,.,-, 11 1-11 3 Contract Price; Claim for Adjustment; Value of the Work � ....... _ .............. ..... _ 23-24 11.4 Cost of the Work ...... ....... ........... ;4,25 11.5 Exclusions toCost of the Aror); ;25 11 6 CONTRACTORs Fee 24 11.7 Cost Records ................. 25-26 11.8 Cash Allowances 126 11,9 Unit Price Wort;..._..-_..... .. .... ..... 26 CHANGE OF CONTRACT TIMES ............................26 ...................26 12.1 Claim for Adjustment. 26 12.2 Time of the Essence 12.3 Delays Beyond CONTRACioiks Control .....................................2 27 12.4 Delays Beyond OWNERs and CONTRACTORS Control 27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFEC771'T WORK 27 13.1 Notice of Defects 27 B.I. Access to the Work ... ............ ___27 13.3 Tests and Inspectiorts, CONTRACTORs Cooperation,,,,,,,,, 27 13.4 OWNEWs Responsibilities; Independent Testing Laboratory .... _27 115 CONTRACTORs Responsibilities ...............................27 13,6.137 Covering Work Prior to inspec- tion, Testing or Approval ........ 13.8-119 Uncovering Work at LNGI Page Number NEERs Request., . .. .......... -7-28 13.10 OWNER May Step the Work.. 28 13.11 Correction or Removal of Defective Work r8 13.12 Cccreotion Period 13.13 Acceptance ol-Dcfeclive Work. 28 13-14 OWNER May Correct Defective Work 18.,9 PAYMENTS TO CONTRACTOR AND COMPLETION . . . ' " 29 14A Schlii Schedule ofValies 29 14.2 Application for Progress Payment,.__. _ ... ........ _19 14.3 CONTRACT OWs Warranty of Title...........................................29 14A-14 7 Review of Applicntions for Progress Payments, 29-30 14.8-14.9 Substantial Completion ...... _30 14,10 Partial Utilizaticit, .... ... ... 30-31 14.11 Final Inspection............_ ................ 31 14.12 Final Application for Payment .... ... 31 14.13-14.14 Final Pa)inent and Acceptance, _.31 14AS Waiver of Claims 15. SUSPENSION OF WORK ANT) TERMINATION ........... ................ ................. 32 15.1 OWNER May Suspend Work,,,,,,,,,, 32 15.2-15.4 OWNER May Terminate 32 15.5 CONTRACTOR May Stop Work or Terminate 32-33 16. DISPUTE RFSOLUTIaV .................................. 33 17- MISCELLANEOUS.,,.,,,,,__..,. .. ....... _33 17.1 Giving Notice .... ..... .... _ .............. 33 17,2 Computation of Times,,,,,,,„,,,..._ _33 17.3 Notice Of Claim 33 17.4 Cumulative Remedies.....................33 17.5 Professional Fees and Court Costs Included 33 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left blank.._ ...35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement, ... ...............GC -AI 16,1.16.6 Arbitration_ --- ... ........... _ GC -A I 163 Mediatiork,._ .... ....... ........ _JGC-Al EJGDC. GENERAL CONDITIONS 1910 -8 (1990 WITION) wl CITY OF FORT C011INS MODIFICATIONS (REV 9/991 TNDF.,X TO GFNTRAI. CONDITIONS City of Fort Cal has modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of — Bonds and insurance ..... .......... _...... ........... -. 5.14 dzfeelive Work _ 10A-1, 131, 13.13 final payment _ ,_._. .....9,12 14,15 insurance Other Work by CONTRACTOR ..._.. . ....7.3 Substitutes and "Or -Equal" Items-,.,,..- .-,_,-_,...6.7.1 Work by OWNER .............................. r.5, 630, 6.34 Access to the -- Lands, OWNER andUONTRACTOR responsibilities__ _._ _. ---_ .._ ............ ...4.1 site, related Work. .... 7.2 Work, _........ __.. ....... ..... ......132, 13,14, 14.9 Acts or Omissions—, Acts and Omissions-- CONfRAC'MR 6.9,I,9.133 1N61NfiER_ _ .__.. _6.20,9.13.3 OWNER..... _ _.6.20, 8.9 Addend, --definition of (also see definition of Specifications) (I-6. 1 10, 6.19), 1.1 Additional Property Insurances ................................. 5:7 Adjustments — Contract Price or Contract Times ....... _._. _.,1.5. 3-5, 4.1, 4.3.2, 4.5.2, ..._. ... 4.5.3,9.4,9.5, 102-10.4, _..., ...._..___.._.......,.,._11, 12, 14.8. 15.1 progress schedule.. ........ ._......... .................6.6 Agreement -- definition of--,,,-,,,, "All -Risk" Insurance, policy forth..._ ...............5.6.2 Allowances, C.ash......_........_.. _.........:11.8 Amending Contract Documents.._....................._.....3.5 Amendment, Written -- in general... .... .....L10, 1.45, 3.5, 5.10, 5,1 6.6.2 ....................I....6.8.2, 6.19, 10.1, 10A, 11.2 _....,... 12 1, 13.12.2, 14.72 Appeal, OWNER or CONTRACTOR intent to. ...... _.... _,,,,_... ,-3.1U, 9.11, 10A, 16.2, 16.5 Application for Payment -- definitionof...........................................I..........1.3 FNGINF,F.R's Responsibility...............................9.9 final payment.... ........... ,9.13.4, 9.13.5, 14.12-14.15 in general,._„__._. .._„„2.8. 2.9, 5.6,4, 9.10. 15.5 progress payment..... ,...... _...... _. _.......... _.14.1-14-7 review Of Arbitration.....................................................16.1-f6.6 Asbestos-- claimspursuant thereto...,,...... ............ --4,5.2, 4.5.3 CONTRACTOR authorized to stop Work ......... .4.5.2 definition of, 1.4 Article or Paragraph '.lumber OWNER responsibility for ........ _.... _. _ _ _ _ ...4, 5.1, 8,10 possible price and times change,, .... , _...... Authorized Variations in Work...... _ 3.6, 6.25, 6 27, 9.5 Availability of Lands. .__..._.__.......... . ......... _..4.1.8A Award, Notice of --defined: ............... ............... __..1 25 Before Starting Construction ............................. 5 2.8 '-5- Bid --definition of.........................10 (1,1, L 10, 13, 3.3, _._._.. _._..... 4.16.4, 6.13, 11 4.3, 11.9.1) Bidding Documents —definition of....... __........ ._..... ..... .I—- .......... ,.1.6(6-8.2) Bidding Requirements --definition of ...... .................. ........ ...._...,1.7 (1.1, 42.6 2) Bonds -- acceptance of .._ _.._, _.._.._ 5.14 additional bonds..... .......... ..... -10.5, 11.4.5.9 Cost of the Work_......_ ................_.. -.----,......I 1.5A definition of .......................... --..._ ..............._-1.8 deliveryof ........................................ _......... final Application for Pa}ment._.., general ....... ................ ............ ...l,lt1, 5,1-5.3, 5.13, ,.-........ ....................9.13. 10.5. 14.7.6 Performance, Payment and Other ............... 5.1-52 Bonds and Insurance --in general ................ ......._.......5 Builder's risk "all-risk" policy form ....................„. 5.6.2 Cancellation Provisions, Insurancc.,,__ ... 5.4.11, 5.8, 5.15 Cash Allowances ............ .... ............... .................. )1-8 Certificate of Substantial Completion,,,, _,1.38, 6.30.2.3, ..................... _:........ ...,.......... .._14.8, 14.10 Certificates of Inspection ...................9.13.4, 13.5, 14.12 Certificates of Insurance,..... _..-...2.7, 5.3. 5.4.11, 5.4.13. ...... .._------------ -5.6.5, 5.8, 5.14, 9.134, 14.12 Change in Contract Price -- Cash Allowances ................... I1 8 claim for price adjustment,-,,,,,,, 4.1, 4.2.6, 4.5. 5,15, 6.8.2, 9A ... ........ 9.5. 9.11. 10.2, 10,5, 11,2, 13.9. ......................13.13, 13,14, 14.7, 15.1, 155 CONTRACTOR's fee-.. .............................. ....... 11,6 Cosi of the Work general ...... ....... . 11.4-11.7 Exclusions tD«,.., 11,5 Cost Records.....- .............. ................................I1.7 in general, ,,,,,,,,,,,,1.19, 1,44, 9,11. 10.4.2, 10.4.3, 11 Lump Sum Pricing..........................................11.3.2 Notification of Surety- ....... . -....._._ ................10.5 Scope of .......................... _, _........ .... -10.3-10.4 Testing and Inspection, Uncovering the Work......,„ . ......... ............ 13-9 EXMC CIENBUL COMMONS 1910-8 (1990 EDI-11010 wJ CITY OF FORT COLLINS MOMFiCAMONS (REV W") Unit Price Work 11 9 Article or Paragraph Number Value of Work .................................. .............11 3 Change- in Contract Times -- Claim for times adjustment ......... 4 1, 4.26. 45, 5 15, __._.. 6.81 9.4, 9.5, 9.11. I0.? 10.5. 12.1. _. 13.9. 13.13, 1314, 147, 151. 15.5 Contractual time limits„ 122 ___.. Delays beyond CONTRACTOR's control _ .. 123 Delays beyond OWNER's and CONTRACTOR's control ...._... .._ - .. ...12.4 Notification of surety .... ............ ............ .10.5 Scope of change ... -_. ...._..._ _- ..........10.3-111.4 Change Orders -- Acceptance ofDefectiveWork ..... „- ...,., -, .,1.3,13 Amending Contract Documents, ................... _ 3.5 Cash Allowances..,.._..._......._..-. __.___118 Change of Contract Price„ ,. ,,..._. ........... .... . I 1 Change of Contract Times,,,.,, 12 Changes in the Work.. CONTRACTOR's fee ........... ...„..,-._...._,..„,.,.,.,11.6 Cost of the Work ...... ....... ........................ ..11,4-11.7 Cost Records. ......... 11.7 definition of .............. 1 +� emergencies......_ ....................................... _. 6.23 ENGINEER's responsibility_.. _. 9.8, 10 4, 11 2, 12,1 executionof.....................................................10.4 Indemnifiction ... ....... ............... 0-12, 6,16, 631.6.33 Insurance, Bonds and.. ....... S.IU, 5.13, 10S OWNER may terminate.. .... ........ _...._..._1.5,2-15.4 OWNER's Responsibility, ..... ...... . ..._$.6. 10.4 Physical Conditions -- Subsurface and, ........ ........ ......................... . 4.2 Underground Facilities--............................i.3.2 Record Documents ..... .,,._...... 6.19 Scope of Change,..,,._...............................10.3-10,4 Substitutes, ... ............... . 6.7.3, 6.8.2 Unit Price Work 11.9 ......................... value of Work, covered by ................................. 11.3 Changes in the Wok.._. .......... ........... ................._.to Notification of surety.. ................ ..... .......... 10.5 OWNER's and CONTRACTOR's responsibilities ............................ . _.............10.4 Right to an adjustment ..... .................... _....... _.1 02 Serape of change........................................10.3.10A Claims— against CONTRACTOR ..... ......_.. .......... 6-16 against ENGINEER ........................ _............... 6.32 against OWNER ....................... _......., ........._... ¢ 32 Change of Contract Price ................ .......... 9.4. 11.2 Change of Contract Times. ........................ 9.4, 12.1 CONTRACTOR's..-_-,_ ...A 7.1, 9.4.9.5, 9.11, 10,2. ...........................11.2, 11.9, 12.1, 13.9, 14-8, _.................................. _... 15.1, 15.5. 17.3 YI CONrRACrOR'sFec -_ ,11.6 Article or Paragraph Number CONTRACTOR's habilin........ _..5.4, 6.1Z 6.16, 6-31 Cast of the Work _ _ _.._ 11 4, 11.5 Decisions on Disputes ......................... ...... 9,11. 9.12 Dispute Resolution...,,._ ,. , „16.1 Dispute Resolution Agreement,_ ,__ „__._ ... 16.1-16.6 ENGINEER as initial interpretor_.... ..... .....911 Lump Sum Pricing ....... _.. _ 11.3.2 Notice of _......1.7.3 OWNER Is....................9A, 9.5, 9,11. I0?, 1 L2, 11.9 12.1 139 1313 13 14173 OWN -R s liability ... _.... 5.5 OWNER may refuse to make payment., , ... _ _... , .14.7 Professional Fees and Court Costs Included„ 17.5 request for formal decision on ............................911 Substitute Items_ 6.7.1.2 Time Extension__ _ _ _........_.....12.1 Time requirements_, .......................... 9,11, 12.1 Unit Price Work___ Valueof..........................................................J,L3 Waiver of --on Final Nyment.................34.14, 14,15 Work Change Directive, .... .... ........ ............._...10.2 written notice required .......... ............ 9.11, 11.2, 12.1 Clarifications and Interpretations,,,,-,..,.,, 3.6.3, 9.4, 9.11 Clean Site ._._.._ _ 6.17 Codes of Technical Society, Organization or Association............_....................................3.3.3 Commencement of Contract Communications-- general...._................_......,...............6.2, 6.9.2, 8.1 Hazard Communication Programs.. _...................0.22 Completion -- Final Application for Nytittenl ..........................14.12 Final Inspection ......... ...... ..._................. ....... 14.11 Final Payment and Acceptance .... _........ 14.13-14.14 Partial Utilization........._................................14.10 Substantial Completion__.................1.38, 14.8-14.9 Waiver of Claims......._.............._..........._....,,AM Computation of Times......,... _ -_ , __..._ _...... 17.11-17.2.2 Concerning Subcontractors, Suppliers and Others.-,........ _............ .... ............. ....... 6.8-6.11 Conferences -- initially acceptable schedules._ ........................... 2.9 preconstruction..................................................2.8 Conflict, Error, Ambiguity, Discretmncy-- CONTRACTOR to Report.,. _......... ... .... _.2.5, 3-3.2 Construction, before starting by CONTRACTOR ........................................... 2.5.2] Construction Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, 6.4 Continuing the Work .......... ... ............. ...._.....6.29, 10A Contract Documents-- Amending......... ....................................... .......... 3-5 Bonds._...._.....__.............. 5.1 GJCW GENERAL COMMONS 1910.8 (1990 tD1110W) wt CITY OF FORT COLLINS MOINFICATIONS (REV 91") Cash Allowances i l 8 Stop Work requirements CONI RA(- l'OR's— Article cr Paragraph Number Change of Contract Price,,,,, ........... Change of Contract Times Chang" in the Work ........... check and verify 2.5 Clarifications and Interpretations ............. _.3-2, 3.6, 9A, 911 definition of _110 ENGINEER as initial interpreter of._.,.. .. 9111 ENCTINFER as OWrMER's representative,,,,,,,,,,,,, 9,1 gcncral3 Insurance 3 Intent minor variations in the Work_.......-...._.._.... _3.6 OWNER's responsibility to furnish data. 8.3 0WNFR'3 responsibility to make prompt payment„_,___ _ .............. R. 3, 14.4, 14 1.33 precedence, . .. . ...... .. ................ ..... 3,1, 3 3 3 Record Documents ...' 0.19 Reference to Standard's"a' and Specifications ecifica``' tioits of TcchnicAl Societies., .......... .............. 33 Related Work .................................................... 7,2 Reporting and Resolving Discrepancies_,,,,,,, 25, 3.3 Reuse of 3.7 7 Supplementing ................... ....... ...... ...... 3.6 Termination of ENGINEEFVs Employment.. __ 8.2 Unit Price Work ................. __ ......................... jl.q variations,, .............. ......................... �3.6,623, 627 Visits to Site, 9.2 Contract Price - adjustment of,,,,,,,,,,,,,,, 3.5.4.1, 9.4, 10.3, 11.2-11.3 Change of ... .. ... ... * ' J I Decision on Disputes .................................... definition of Contract Times.. adjusim ent of. .............. 3.5. 4.1. 9.4, 103, 12 Change of '* ....... ........ J2,11-12A Commencement of23 definition Of ........... _ ...................... J. 12 CONTRACTOR - Acceptance of Insurance......... .5,14 Communications . . ......... ........... ____ ... _6,2, 6.9.2 Continue Work.,,,-,,.., ............ ... ...... 6.29,10,41 coordination and scheduling..._.......................0.92 definition Of ........ ................. _ ......................... 1.13 Limited Reliance on Technical Data Authorized ... ___ ... .... .... ....4.2.2 May Stop Work or Terminate....-_....................15.5 provide site access to others ......... .............. 7.2, 112 Safety and Protection- � ...... .... _ ... 4.3-1.2. & 16. 6 18, ............ 11 ........... ......... 1.16,21-6.23, 7.2,13.2- Shop Drawing and Sample Review Prior to Submittal.,,,,,,,_„ ...._ ..................... 15,25 hi Article or Paragraph Number Compensation Continuing Obligation ............................. ....... 14,15 Defective Work ..9.6. 13.1113.14 Duty to correct dq/ecnve IN ork 13 11 Duty to Re" -- Changes in the Work caused by Emergency, 6.23 Defects in Work of Others 73 Differing conditions _ . , _ _ . . . . ....... 4.2.3 Discrepancy in Documents. 2 5- 332, 6. 14.2 Underground Facilities not indicated 4.3.2 ,Emergencies Equipment and Machinery Rental, Cost of the Work 1.4.53 Fee --Cost Plus 11 4 5 6, 11-5A, IL6 General Warranty and Guarani" 6,30 hazard Communication Programs _6..22 Indemnification 612, 6.16,6 31-6.33 Inspection of the Work ............................... 7.3, 13.4 Labor, Materials and Equipment .... ........... ... 6.3-6.5 laws and Regulations, Compliance by ..... 6.14A Liability Insurance' Notice of Intent to Appeal.. 9.10. 10.4 obligation to perform and complete theWork ....................................................030 Patent Fee-, and Royalties, Paid for by. , ............... 15,12 Performance and Other Bonds 5.1 Permits, obtained and paid for by-_,,.__.... . ..... 0.13 Progress Schedule.. 16, 2.8. 2,9, 6.6. 104, 15.2.1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities — Changes in the Work.. ._.10.1 Concerning Subcontractors. Suppliers and Others 6.8-6.11 Continuing the Work ..........................6.29, 10.4 CONTRACTOR's expense ...........................6.7.1 CONTRACTOWs General Warranty and Guarantee 630 CONTRACTOR's review prior to Shop Drawing or Sample submittal ............ .... 6.25 Coordination of Work.___ ... ... ..... .. 6.9.2 Emergencies...,... * .... "' ......................... ............. _6_23 ENGTNEER's evaluation, Substitutes or "Or -Equal" Items,, ...--_...____.,_6.73 For Acts and Omissions of Others ...... ....... 04 1-642, 9.13 for deductible am ounts, insurance. _ � ... . .... .. 5-9 general........................................6, T 2. 73, 8 9 Hazardous Communication Programs._ _ 6,22 Indemnification., ................. _ .......... I 6,31-6.33 UC1X,'(3ENERAL COIMAfloNS 1910.St1990 Frilrioiq) wi CITY OF FORT COLLINS MODIFICATIONS (RFV WW) Labor, Materials and Equipment _._. _63-6.5 Laws and Regulations _ 6.14 Liability Insurance. .. ...............5.4 .................... Article or Paragraph Number Notice of variation from (7ontract Documents..._._ ._ _..... _ .... Patent Fees and Royalties..... _....6.1_ Permits.__.._...... _._-.........6.13 .................... Progress Schedule ......... .._ .. _.. ...........6.6 Record Documents......_...._..... __....6-19 related Work performed prior to ENGINEER's approval of required submittals, ... .............. - - .6,28 safe structural loading ... ---...... - ..... _...........6.18 Safety and Protection, ..... _,. 6.20, 7.2, 13.2 Safety Representative..__.. -.. ..........6.21 Scheduling the Work .............. ................ ....6.9,2 Shop Drawings and Samples,,, .,_ .... _ ... ....6.24 Shop Drawings and Samples Review by ENGINEER ................... __._....,.6?6 Site Cleanliness_.. _ ........ _ .. _.. _.....-_ __ 6.17 Submittal Procedures„_,,,,_,............ ........ _.6.25 Substitute Construction Methods and Procedures.._..-._.... _._..._........,,6.7:2 Substitutes and "Or -Equal" Items ...........,_.6.7.1 Superintendence' ......................... 0.2 Supervision..._.__......._ Survival of Obligations. ............. ........ 6 34 Tare's..... 6.1 5 Tests and Inspections ._...... _... _.. _..... _.... _ 13.5 To Report ............. 2.5 Use of Premises ....................616-6,18 .., 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal, ................ ........... ......... _6.25 Right to adjustment for changes in the Work ..... 10.2 right to claim._..,,,,.._, t, T1, 9.4, 9.5, 9.11, 10.2,11.2, .... ......11.9,12.1,13.9,14.8,15.1,15.5,17.3 Safety and Protectim.... ........ ......6.20-6.22, 7.2, 13.2 Safety Represerative .............. .................... _. 6.21 Shop Drawings and Samples Submittals,,,,,6.24.6.28 Special Consultants.......... .......... ..........11-4.4 Substitute Construction Methods and Procedures_6.7 Substitutes and "Or -Equal" Items, Expense ............... ........ 6.7.1, 6.7.2 Subcontractors, Suppliers and Others... _.... 6.8-6,11 Supervision and Superintendence_ ....... 6A, 6.2, 6.21 Taxes, Payment by....,......_..._._.. _..................6.15 (Jac ofPrcmiss;................ 6.16.6,18 Warranties and guarantees ..........................4.5, 6.30 Warranty of Title ............... 14.3 Written Notice Required -- CONTRACTOR stop Work or terminate .... ....15,5 Reports of Differing Subsurface and Physical Conditions, ....................... 4.2.3 Substantial Completioi„......... ............._._..14.8 VI11 CONTRACTORS --other.--- - 7 Contractual liability Insurance 54.lu Contractual Time Limits 12.2 Article or Paragraph Num ber Coordination— CONTRACTOR'sresponslbihty Copies of Documents Correction Period._..._ ................. __._...13.1_' Correction, Removal or Acceptance ofDefechve Work-- in general, ........................ _ ........ 10A], 13.10-13.14 Acceptance of Defective Work...._ - ._....._....- 13.13 Correction or Removal of Defective Work ..„.__........._..__.,_.6,30, 1111 Correction Period........ _ _............ _.... _...... . _ 13 12 OWNER MayGorrectDefeedva Work... ... -...... .1314 OWNER May Stop Work.................................13,10 Cost_ of Tests and Inspections_........_ ......... _.. _13.4 Records11.7 Cost of the Work -- Bonds and insurance, additional,,,,,,,,,,,,,,,,, j L4.5.9 Cash Discounts..............................._.............11,4.2 CONTRACTOR's Fee ........... _....... ........ _...... _.1 L6 Employee Expenses..... „-... ...... __................11.4.5.1 Exclusions to.,..,._ ......................................._....! 1.5 General 11.4-11.5 Home office and overhead expenses.,..................! L S Losses and damages .....................................11.4, 5.6 Materials and equipment,.____ ............ 11.4.2 Minor expenses.,.... . ....... xpenses............. 11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors. ..... . .... _..._.. 1.1 A3 Records11.7 Rentals of amstruction equipment and machinery ... .......... ....... ..........._....,11.4.5.3 Royalty payments, permits and license foes ............... . 11.4.5.5 Site office and temporary faciliti4 ........... _... 11.4.5.2 Special Consultant-, CONTRACTOR's............. 11 A.4 Supplemental ...... ............. ....... ......................11.4.5 Taxes related to the Work........... _.........._...1.1,4.5.4 Tests and Inspection,..._....................................13.4 . Trade Discounts............................................11.4.2 Utilities, fuel and sanitary facilities..............11.4.5.7 Work after regular hours.. ....... ...... ............ 11.4.1 Covering Work. ......_,........ . .......... 13.6-117 Cumulative Remedies ...... ___ ........ ...... ..._. _.17.4-17.5 Cutting, fitting and patching ......................... ........ 7.2 Data, to be furnished by OWNED ......................--.... t _3 Day -definition of .......... .... _..., .... .122.2 Decisions on Disptttes.................................... 9.11, 9.12 defeethw--definition of._. ...... _ ......... _........... . ._-1.14 defective Work- Acceptanceof... ................... ....... ..._. -.10.4.1.13,13 EX1)C UEWJLAL CONDITIONS 1910.5 (19% EUITIONI w/ CITY OF FORT COLUM MODIFICATIONS (REV 9/991 Correction or Removal of1(1,4.1, 1111 Correction Period _.. 13.12 in general...._...._ ........................... .13. 14.7, 14.11 Article or Paragraph Number Observation by ENGINEFR................................ 92 01i'NFR May Stop Work__.__.._.._ .._._...._]3.10 Prompt Notice of Defects ............._ - ....-.......,..13 1 Rejecting _,. _.... Uncovering the Work--- ........__........ _ __ .13.8 Definitions _ . _.... _...... - _ .. Delays......................................4.1, 0.29, 12.3-12.4 Delivery of Bonds._....- .., _...._...___..__ . _..... ... --1.1 Delivery of certificates of insurance... --_.. , . , ... _ ,. „, _.2.7 Determinations for Unit Differing Subsurface or Physical Conditions -- Notice of . _.__.... - ...._......_. .._......4.2.3 F.NCtINFFR's Review ......_..............................4.2.4 Possible Contract Documents C.'hange.....,,-., ,,4.2 5 Possible Price and Times Adjustments.... .. ..4-2 6 Discrepancies -Reporting and Resolving _ . _ _ _ _ _ _ .. 2, 5, 312, 6.14.2 Dispute Resolution-- Agreement................................................16.1-16.6 Arbitration..._..._- .-...._......-._...,..._.__..16.1-16.$ genera116 Nfediation„_.... 16.6 Dispute Resolution Agreement. ... ....... . 16.1-16.6 Disputes. Decisions by ENGlNFhR...................9.11-9.12 D( -uments-- Record 6.19 Reuseof, _..................................... _.. _. 3.7 Drawings --definition of ... ........ ....._,.-..........._,___,.1.15 Easements.............................................................4.1 Effective date of Agreement -- definition Qf ............. J. I6 Ftnergencics ___... ...............- __............ 6.23 ENGINEER -- as initial interpreter on disputes,,,_,,, 9.11-9.12 definition of ......_...................................... _....1.17 Limitations on authority and responsibilitie,;..... 9,13 Replacement of,... .. ........... ...................... -.. _._ 8.2 Resident Project Representative........_ .... ...........9.3 .. ENGiNEEWs Consultant -- definition of.................1A8 ENGINEER's-- authority and responsibility, limitations on......., 9.13 Authorized Variations in the Work.....................9.5 Change Orders, responsibility for ...... 9.7, 10, U, 12 Clarifications and Interpretations..,_..., 3.6.3, 9,4 _.. Decisions on Disputes .... .,,..,_... _.,,,,..... ,., 9.11-9.12 defective Work, notice of..................................13-1 Evaluation of Substitute Items..........„ .............0-73 Liability .................................................. 6.32, 9.12 Notice Work is Acceptable .. _ ....... - -14.]3 Observations.... ........ __ ............... ......... 15.30.-, 9.2 OWNER's Representative _ _ _ . ..__.__91 Payments to the CONTRACTOR - Responsibility for., . ........ ...... ...... ........ 9.9, 14 Recommendation of Payment.....-_....-_.__14.4, 1413 Article or Paragraph Number Responsibilities --Limitations on................9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions......... _...... _......... 4.? 4 Shop Drawings and Samples, review responsibility.._. -....._....._ 5.26 Status During Construction -- authorized variations in the Work— - ............ 9.5 Clarifications and Interpretations. ................ 9.4 Decisions on Disputes .... ...... ..... ..... 9.11-9.12 Determinations on Unit Price......................9_]0 ENGINEER as Initial Interpreter__.._ 9.11-9.12 ENGINEER's Responsibilities ....... ......... 9.1-9.12 Limitations on FNGTNEER's Authority and Responsibilities.,. , .............9.13 OWNLWs Representative ..................._...9.1 Project Representative,... ... --.... -_ ... .......... 9.3 Rejecting Defective Work..............................9-6 Shop Drawings, Change Orders and Payments.,. ......... _.. _................9.7-9.9 Visits to Site.... — .......... ..........._...........9.2 Unit Price determinations................_...,.,_„,_,,,,9.10 Visits to Site ...............__ _... _.......... Written consent required...............................TZ 9-1 Equipment, Labor, Materials and ........................0.3-6.5 Equipment rental, Cosi of the Work ........... 11.4.5.3 Equivalent Materials and Equipment ........................ 6.7 error or omissions ........................ ......................... 6133 Evidence of Financial Arrangements,_..,.._..,,,,,,..$.I1 Explorations of physical conditions ........................4.2.1 Fce, CONTRACTOR's--Costs Plus, . ............ ....... . 11.6 Field Order — definition of.. _.._ ..............1.19 issued by ENGINEER................................3.6.1, 9.5 Final Application for Payment.............................,14.12 Final Inspection ...................................................14.11 Final Payment -- and Acceptance ....:......... _... - ... _........ _.14.13-14.14 Prior to, for cask allovances.............................„11.8 General Provisions .... ....... ......... .,,....... ....-,,,_... 173-17.4 General Requirements — definition of,,,,,,,,,,,,, .................................. .....j.20 principal references to. ._.- ........ 2.6.6A, 6,".7,6,24 Giving Notice ............. 17.1 Guarantee of Work —by CONTRACTOR,,..,,,. 6.30, 14.12 Hazard Communication Programs ...........................§.22 Hazardous Waste -- definition of.....................................................1 21 general ....... I--- ...... . 4.5 OWNER'S responsibility fQ ............................... 8.10 EJLW OENEaAL M"T1ONS 1910.9 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9I99) Indemnification 6 12, 6 16, 631-6,33 Initially Acceptable Schedules 1 Pta 19 Inspection— Certificates of ...... .......... . 9. 1 3A, 13 5, 14,12 Final 11 Article or Paragraph Num ber Special, required by F NGINEER 96 Tests and Approval__... 133-13.4 Insurance — Acceptance of, by OWNER ..5.14 Additional, required by changes in the Work Before starting the Work ....... ............ 2,7 Bonds and --in general - Cancellation provisions Certificates of,,.. . , .., . 23, S, 5.3, 54.11 5,41.13, .... * ... * ....... .... .. 5,63, 5.8, 5 14, 9,13.4, 14,12 completed operations'. ...... 5.4.13 CONTRACTOWs Liability . .... 1 , _ ..... . 5A CONTRACTOR's objection to coverage ...... .-, 15, 14 Contractual Liability_ , . . . ....... .5.4, 10 deductible amounts, CONTRACT OR's responsibility ................................................5.9 Final Application for Payment.-.... Licensed Insurers.-- I .. - ....... .5.3 Notice requirements, material changes. ....... 5.8, 10.5 Option to Replace.. .......... 5,14 other special insuranceii .......................... .... 5.10 OWNER as fiduciary for insureds,,,,,,,,,,,,,, 5,12-5,13 OWNER's Liability ..... ...... . .. .... 5.5 OWNERs Responsibility 8.5 Partial UtiliZation, Property Insurance ...............5.15 Property .... .. .... _ ......... ....... ....... $ 6-5,10 Receipt and Application of Insurance Proceeds ...... ...................................... 5. 12-5.13 Special Insurance---.. -.- 5.10 Waiver of Rights......_ ......... ......... ....5.11 Intent of Contract Docurn emt4_ 3.1-3.4 Interpretations and Clarifications 9 4 Investigations of physical conditions .........................4.2 Labor. Materials and Equipment..._......_...... Lands and Easements............_ ...... $.4 Availability of ............................................. 4.1,8,4 Reports and Tests.............. .......8.4 Laws and Regulations -.Laws or Regulations-- Bonds 5,1-5.2 Changes in the Work. ... ...... ....... ....... .. 10A Contract Documents ... 1......................................31 CONTRACTOWs Responsibilities...__.............. 614 Correction Per iod, &fecfive Work Cost of the Work, taxes . .............................. 11_4.5,4 definition of yr generaI6.14 Indemnification ............. _ ....... .......... _6.31-633 Insurance 3 Precedence. 3 3 3 Reference to Safety and pr'ition"'." ote......... 6.20, lit Subcontractors, Suppliers and Others . ....... 6,8-611 Article or Paragraph Number Tests and Inspections... ...... .11113 S Use of Premises ....... ....... ....... 6.16 Visits to Site Liability Insurance— CONTRACTOR's ........ ....................... ....... .... _5A OWNER'S Licensed Sureties and Insurers ............ ....... ...... .... 53 Liens -- Application for Progress Payment ........ . .... _ ... 14,2 CONT RACTORs Warranty of Title....................14.3 Final Application for payment ..... ................... 14. 12 definition of 1.23 Waiver ofClaims. 11 14.15 Limitations on ENGINEERs authority and fCSP0nsibiIJties___ ...... .. . - . .......... -.9.13 Limited Reliance by CON] RACTOR Authorized... ... ........... __ ........... ........ 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment __.. .............. ... 14.12 Manuals (of others) -- Precedence Reference to in Contract Documents,,,,,,,,,,,,,, 3.3.1 Materials and equipment. - furnished by CONTRACTOR 6.3 not incorporated in Work,, .... ... .. . ...... 14.2 Materials Or equipment--e4ttivalent... ............ ........... 0.7 Mediation (Optional).................... ...... _.. , __16_7 Milestones --definition of........................................1.24 Miscellaneous -- Computation of Times,,,,._..,__,.__... ------- " 172 Cumulative Remedies........................................17.4 Giving Notice .................... __ ..... ............ 17.1 Notice of Claim......_ ........... _ .......... __ ....... 17-3 Professional Fees and Court Costs Included_,,,,.„ . 17.5 Multi -Prime contracts ............. .... .... __ ..... .7 Not Shown or Indicated.._._.... ...... - ....... .............. 4.3.2 Notice of -- Acceptability of Pr0*I.__...............................1413 Award, definition of_........,,__,......... ............... j.25 Claim__ ................ __ ...... .............. 1.7.3 Defects.13,1 Differing Subsurface or Physical Conditions ..... AI Giving.... .... ___ ....... ........ - ...... .............. - .... l7.1 Tests and Inspections .. ..... __ .................... _ ..... j13 Variation Shop Drawing and Sample ................6.27 Notice to Proceed -- definition of .............................. .......... ......... 1.26 givm& of . ............................................ .... _ _2.3 EXDC OLWJUL CONDMONS 1910.8 (1990 MA110N) wi CITY OF FORT COLLM MODIRCAMNS (REV 9/991 REVISED BID SCHEDULE ADDENDUM 1 The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B X (the daily cost) = Contractor's bid for evaluation for the lowest successful bidder Where A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cost for this Project = $2,072.00 A = Total Construction Cost (Base Bid) (Ziegler Road and Kechter Road Roundabout, FCLWD 24" Waterline, Landscaping and Misc. Quantities) B = Total number of calendar days bid = The total number of Calendar Days must fall between June 1, 2006 and September 1, 2006 for substantial Completion) Total number of calendar days bid ( ) X $2,072.00 = TOTAL PROJECT COST = A + B X (the daily cost) _ Notification to Surety 10.5 Observations, byEN61NEFR.. Occupancy of the Work .................. 5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR, ,, , , ,, ..... _ 6-9, 9.13 Open Peril policy form, Insurance ..... ..... . . ._ ,,5.6.2 Option to Replevice................................................... 5,14 Article or Paragraph Number "Or Equal" Items .............. .... ...... -......--.........__..F-7 Other work 7 Overtime Work --prohibition of _ .,, 6.3 OWNER -- Acceptance ofciefective Work...........................13.13 appoint an ENGINEER .... .----_............ ............ 8.2 as fiduciary, . ......... 5, 12-5, 13 Availability of Lands, responsibility_,,,,_,.,,._„--.4.1 definition of 11.. _......... ,. _. _.,.....,. _-... . ..... _....1.27 data, furnish. .._-,....... ....8.3 May Correct Defective Work .... .............. .......... 13,14 May refuse to make payment ......... _. _... _.... 147 MHyStop the Work, .,_ _.-...__................. 13,10 May Suspend Work, Terminate._ ..... ....._..... -$.8, 13.10. 15.1-15A Payment, make prompt., ................... �.3, 14-4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements..... , _ . _.. _ _., 6.13 purchased insurance requirements.. ............ 3.65.10 OWNER's-- Acceptance of the Work .......... ....._......., _ .6.302.5 Change Orders, obligation to execute,,,,,,,,,, 8.6, i(14 Communications ............................................... 8.1 Coordination of the Work 7.4 Disputes, request for decision ............... Inspections, tests and approvabs...... ............$3, 13.4 Liability Insurance,, _,_„5.5 Notice of Defects ........................ ..................13.1 .... Rcpresentative--During Construction, ENGINEEWs Status, ...................... ............ Responsibilities— Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material.................. 8.10 Change Orders ............................................. 8.6 Changes in the Work..... _......... _....... _.......10.1 communications...... -. _..................................8.1 CONTRACr4s responsibilities ...... ...... 8.9 evidence of financial arrangements,,,,_...,,, $.11 inspections, tests and approvals ..................... 83 insurance_.. ..... ___ .......................................8.5 lands and easements,----..._ ...................... 8.4 prompt payment by .... ._...... .., . _. .._........_.8.3 replacement of ENGINEER...........................$.2 reports and tests ............................... ...._..8.4 stop or suspend Work ,,,,,;8.8.13.10, 15.1 terminate CONi'RACTOWs services....--------- _....... ........... ..%.R, 15.2 separate representative at sit9.......... ........„„„,„,9.3 testing, independent -- ----- use or occupancy of the "tor ,,.,_._..... written consent or approval required. .134 �.15, 6,30.2.4. 14.10 _......__9.1, 63, I IA EICtx; OLN KAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLtNS MODIFICATIONS MEV 9199) Article or Paragraph Number written notice required,._.....___._.,,_„-„ 7.1, 9.4, 9, 11, 2. IL9. 147, 15A definition of 29 general_ .... ...................................................4.5 OWNER'sresponsibilit) for Partial Utilization_ definition of 1.28 general 630.2 4, 14,10 Property Insurance -- ------ Patent Fee; and Royalties..._ .............. ................ 6,12 Payment Bonds, . ...... Payments, Recommendation of .... 14-13 Payments to CONTRACTOR and Compleficn- Application for ProgressPayments,_, ...... ... J4.2 CONTRAC-roR's Warranty of Title-.-„--,.,-___, , 14-3 Final Application for Payment .......................... J4A2 Final Inspection ... 14 11 Finn] Payment and Acceptance,..,,,.,-_„ 14.13-14A4 general .............. ................. 8.3, 14 Partial Utilization 14.10 Retannage........... - ....... ....................... _ ............ 14.2 Review of Applications for Progress Payments_ ... ..... ........... 14,4-14.7 prompt payment.......__ ...... 0.3 Schedule of Values, .................. 14.1 Substantial Completion' ... ....... ... 14,8-14-9 Waiver of Claims 14.15 when payments due,,,,,,......„ ............ ..... 14.4, 14.13 withholding payment Performance Bands,",- ........... 5. 1-5. 2 Permits ....... ..................0.13 Petroleum— definition of .......................... __ ........................ 1.30 general........................ ........ ............ _ ............. 4,5 OWNER's responsibility for ...... _ ...... _ .......... _.sA0 Physical Conditions -- Drawings of, in or relating to.. _................. _:4.2-1.2 ENCTINEER's review ........................................ 42.4 existing structures......... ........... ..... ___ ...... :4.22 general 4.2.1.1...... . . . ...... ...... _......................... Notice of Differing Subsurface ....... ..... 4.2.3 Possible Contract Documents Change ........... __4.2.5 Possible Price and Times Adjustments,,,,,,,,,,,,,, :4,2.6 Reports and Drawings,.,,, ......... ............. __,_4.11 Subsurface and,.....__ .................. .... 4_2 Subsurface Conditions 4.2, 1. 1 Technical Data, Limited Reliance by CONTRACTOR Authorized-- .................... 4-2.2 Underground Facilities -- general................... ...................... ............ .:43 Na Shown or Indicrted .. .......................... 4.3-2 Protection of -, ........................ ............ 4.3. 620 X11 Article or Paragraph Number Shown or Indicated ..... ..... .. 43.1 Technical Data 12) Preconstruction Confierencq ....................................... 18 Preliminary Matters Preliminary Schedules , ....... ....................... ....... ...... 16 Premises, Use of 6.16-6,18 Price. Change of Contract. Price, Contract --definition of Progress Payment, Applications fc(., 14.2 Progress Payment.-retainage., . ..... _ ...... .... .. 14.2 Progress schedule, CONTRACTOR's ........... -7. 6. 2 8, 19, 6.6. 6,29. 10A. 15,2.1 Project -definition of ......................... ......... 1,31 Project Representative— ENGRQMXs Status During Construction 9.3 Project Representative, Resident -.definition of 1.33 Prompt Payment by OWNER ..................................... 8.3 Property Insurance— Additional gencra15.6-5. 10 Partial Utilization ........ __ .... ..... .... _5.15, 14.10.2 receipt and application of proceeds.........._ 5. 12-5.13 Protection, Safety and ..............................G.20 13.2 Punchlist ....................... ................ ... .... ... 14.11 Radioactive Material-- defintion of...................................... J. 32 general4.5 OWNER's responsibil ity for ........ ........... ...... x,Jri Recommendation ofPsymenk ................14.4, 14.5, 14.13 Record Documents 6,19, 14.12 Records, procedures for maintaining......-_............ _2.8 Reference Points .................. ... ... .... ........ .....4.4 Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and (or) ................ .................... . 6 14 Rejeafing Defecftw Work......._ . .......... __ ..... . .... 9A Related Work -- at Site ... ____ ..... ... ................ ...... - ...... 7.1-7,3 Performed prior to Shop Drawings and Samples submittals review,,,,,,,,,,,,,,,,,,,, ti. 28 Remedies, cumulative, ... ................... _ .......... 174. 115 Removal or Correction ofElefectivv Work ................13.11 rental agreements, OWNER approval required .... J 1.4.53 replacement of ENGINEER, by OWNER,,,,,,,,,,,,,,, , ,,,, $.2 Reporting and Resolving Discrepancies ........ ......... __ ....... _ 2,5, 3.3.2, 6.14.2 Repom,- and Drawings- ........ ............. 4.11 and Tests, OWNERS responsibility .................. _. 8A Resident and Project Representative -- definition of provisionfor ......................... _ .... ..... .............. ?.3 EJCDC 43ENERAL CONXT101,31910.8 (1990 [U)ITION) w/ OTY OF FORT COLLIM. MOD)IFICATIONS(REV9199) Article or Paragraph Number Resident Superintendent, CONTRICTOR's.._,,.,.___62 Responsi bi lit ies-- CONTR.ACTORs-in general ... ............................... 6 ENGINEERS -in general _ _ _ 9 Limitations o 9 13 OWNER's-in general___... Retainage ........ _ _ ...142 Reuse of Documents 37 Review by CONTRACTOR. Shop Drawings and Samples Prior to Submittal _...... .....- _.6 25 Review of Applications for Progress Payments.,, ._ __.._ ... . ...........14,4.14.7 Right to an adjustment,. Rights of Way... Royalties, Patent Fees and ....................6 12 Safe Structural Loading 6IS Safety -- and Protection, .... .._ _ ._4.3.2,6.16,6.18, _... .. _..._6.20 621, T2, 112 general .......................................... .................................. 20-6-23 Representative, CONTRACTOR's.................... k21 Samples -- definition ot,,...._.... general .............. _, ....... Review by CONTRACTOR Review by ENGINEER..............................4.26, 6-27 related Work_ ................... ...............................¢28 submittal of.................... __...._._._624.2 submittal procedures... - _... _........ _................ _.625 Schedule of progress. ..... _. _.................2.6, 2.8-2.9, 6.6, ................_._.6.29, 104, 15.2.1 Schedule of Shop Drawing and Sample Submittals ;.6, 2.8-2.9, 6.24-6.28 Schedule of Value%............. .....16, 2.8-2.9, 14.1 Schedules — Adherence to,.,,,,,,,,, _............... .......... j5.2.1 Adjusting .............. _............ .................. .....0.6 Change of Contract Times ............ .............. ....... 10A Initially Acceptable.. ........ _........... ...... _... 2.8. 2.9 Preliminary....... .... -...... ... _.-....... .................. .. 2.6 Scope of Changes-_ _....... ..... -... 10.3-10.4 Subsurface Conditions .......................... _ ,._ ... ,.,,, 4.2.1.1 Shop Drawings -- and Samples, general ....... ........... ....... .......6,24.6.28 Change Orders & Applications for Payments, and... .......9,7-9.9 definition of................................._,................,.1.35 ENGINEER's approval of ...... _ .........................3.6. 2 ENGINEERs resptmsibility for review,,... ................................ :9. 7, 6.24.6.28 related Work, _ .......... 628 review procedures....._.........................2.3, 6.24-6,28 viii Article or Iaragraph Number submittal required ........ ............... ............... ..624,1 Submittal Procedures ........................................ 6.25 use to approve substitutions .............. ... ...... 6.7.3 Shown or Indicated ............................................... 4.3.1 Site Access --- ._...._... _............_.._..... ]2, 13.2 Site Cleanliness..._....,,. 6.17 Site, Visits to-- byENGINEER.._.................. .......__......._9.2, 13.2 by others ........... _...-.13.2 "special causes of loss" policy form, insurance ..... ;.6 2 definition of ....... _......... J.36 Specifications— defination of. ................ ....................._ ..........J.36 of fechnical Societies, reference to ...... .......... 3.3.1 precedence......................................................3.3.3 Standards and Specifications of Technical Societies ....... ................._...... .,....3.3 Starting Construction,$efoze ......... Starting the Work....... .. Stop or Suspend Work. - by -CONTRACTOR ...........................................75.5 by OWNER .......... ..... ... ...,.,.,........ .,8.8, 13,10, 15.1 Storage of materials and equipment ..... ....... ....... ..4.1, 22 Structural Loading, Safety__ .... ............ .......... 6.18 Subcontractor -- Concerning ................... ............ definition of.....................................................J.37 delays ...-.............. _..... ...... -...12.3 waiver of rights...,...,,_, . .6. I I Subcontractors --in general ................................. 6.8-6.11 Subcontracts --required provisions,,,,,_„,5.11, 6.11, 11.43 Submittals_ Applications for Payment ......... ........... ............. 14,2 Maintenance and Operation Manuals,__ ...... 14.12 Procedures_. , . - _ .......... ............ Progress Schedules ................. .................2.6, 2.9 Samples........... .6.24-6.28 Schedule of Vehiea....................__............2.6, 14.1 Schedule of Shop Drawinand Samples gs Submissions........_..............:.._,..,...2.6, 2.8-2.9 Shod Drawings,.„_..._...,,,,.,.............6.24-6.28 ...... . Substantial Completion— certificationo[ ........... ........6.302.3, 14.8-14.9 definition of ............................... . .................... J.38 . Substitute Construction Methods or Procedure$.,,..6,7.2 Substitutes and "Or Equal" ltemg..,,,,_,.__..... -----6.7 CONTRACTOR's E>gms4............._.......,...,.G.7.1.3 ENGINEER's Evaluation ............ ......... _.......,..6.73 "Or -Equal" ..... . ....................: ..... 6.7.1.1 Substitute Construction Methods EX -,DC GENERAL CONDITIONS 1910.8 (1990 EDITION w! CITY OF FORT COLLINS MODIFICATIONS (REV WM Article or Paragraph Number or Procedures 7 -1 Substitute Items 6.7. 1 2 SUNUTIaLC and Physical Conditions -- Drawings of, in or relatfig to.... 4.2.1.2 ENGINEER's Review"' ........ 41-4 general 11 .14 2 Limited Reliance be Cci��C)R Authorized.... I ........ 4,22 Notice of Differing Subsurface or Physical Conditions....__.._ ........... ............ , 4.2.3 Physical Conditions ....................... .... _ .... .... 4.11 2 Possible Contract Documents Change..... ...... 4 2 5 Possible Price andTimes Adjustments , 4 2,6 Reports and Drawings ................ _4.2.1 Subsurface and 'S*i't'e .......... ... .... . 4, 2 Subsurface Con�n'ion`s*atthe, 4 1.1 Technical Data. 2 _2 Supervision-- CONTRACTORstesponsibility., ... . ... 6.1 OWNER shall not supervise........... ....... ....... 89 ENGINEER shall not supervisq'.. ........... _9,2,9. 13.22 Superintendence_ . � ......... __ ....... ... _ ............... .... .. 6,2 Superintendent, CONTRACTOR!s resident,..._....,.,, 6.2 Supplemental costs-„_,,,,,-,........ 1. 4.5 Supplementary Conditions -- definition of ....... ............... _ ...... ............. _ .... ).39 principal references to .... ............ 1.10, 1. 18, 2.2, 2.7, ....... .. ... 4.2, 43, 5,1, 53, 5.4, 5_6-5,9, ' * ' " S. 11, 6.8, 6.13, 7.4, 8 . 11, 9.3. 9. 10 Supplementing Contract Document;.......,_........... _,16 Supplier -- definition of .....................................................1.40 principal references IQ_ 3.7, 6.5, 6 ", 11, 6 20, . .... . * ......... _6.24, 9,13,14.12 Waiver ofRights6,11 Surety -- consent to final payment .............. ........ J4.12, 14.14 ENGINEER has no duty to ...... ................ ........ 9,13 Notification of..._....,..... ........... ....... lo.1, 10.5, 15.2 qualification of........................ _ ..... ... ....... - 5, 1-5.3 Survival of Obligations-...-- ...... ........... ... ............. 634 Suspend Work, OWNER May .... .............. .... 13.10, ISA Suspension of Work and Termination-,,-, 15 CONTRACTOR May Stop Work or Terminate...._.._ OWNER May Suspend Work.... _.... _ .15.1 OWNER May Terminate ._, .... ........ __1 5.2-15.4 Taxes --Payment by CONTRACTOR_.........._......... 6. 1.5 Technical Data -- Limited Reliance by CONTRACTOR . ................4.2.2 Possible Price and Times Adjustments, ....... _ 4,2.6 Reports of Differing Subsurface and Physical Conditions.....-__ .........................4.2.3 xiv 'I emporary construction facilities .,Utielc or Paragraph Number Termination_ by CONIRAC. fOR lyv OWNER ..... S, 15.1-15.4 of ENGINEER's employment 8 Suspension (if Work-m genetal Terms and Adjectives Tests and inspections -- Access to the Work, by others..__ .... ...... 13.2 CONTRACTOR's resfionsi bil ities. .........13.5 cost of 13.4 covering Work prior to......_.._ ....... .. .. .. 136-13.7 Laws and Regulations (or).. 13.5 Jotice of Defects,, ... .... 13A OWNER May Stop Work OWNER's independent testing ............. ............ J3.4 required by ENGINE 'I -,R 9 6 timely notice required, 134 Uncovering theWork. at ENGINTEERs request .. ... Times -- Adjusting........ ......................... ............ ........... 0.6 Change of Contract Computation of, ... ...17.2 Contract Times --definition day T-1-2 Milestones....... * ....... ........................................ ... J2 Requirements— appeals 9.10,16 clarifications, claims and disputes--_„_..,.... _9. 11, 11.2,12 Commencement of Contract Times 23 Preconstruction Conference ... , ............ .schedules .....Work_.,,-.,,,-...__................ .. . * . ...... 2.9, 6,6 Starting the .... 2A Title, Warranty of........_....... ....... - ...... _____..14.3 Uncovering Work-,,,,-,,.._. .. * ..... . * . ........... * ... 13.8-13.9 Underground Facilities, Physical Conditions_ definition of .... _ ............. __ ............. 1.41 Not Shown cr Indicated ........ ..... . .. __ .... 43.2 protection of__, .......... 4,3,6.20 Shown or Indicated ........ .......... _ .. ................. 4.3.1 Unit Price Work - claims 11.9.3 definition of,,,,,,,,,,,,,,,,,,,,,,,,. .......... _ ...... ... 1.42 general 11. 9. 14.1. 14,5 Unit Prices -- general] 1.3.1 Determination for ._9.10 Use Or Promises, ............ ........ & 16, & 18, 630,14 Utility olAmm ................... .........¢, 13, 6,20, 7.1-73, 13.2 Utilization. Parfial.__ ... ... . 1,28. 5.15, 6,302.4, 14A0 Value of the Work 113 Values, Schedule 0. 2.6, 2. 8-2.9, 14.1 EJM.', OLNERAL CONDITIONS 1910-3 (19" EDITION) W/(ITY OF FORT COMINSMOIDARCATIONS (RFV91") Variations in Work —Minor Authorized__ _. _ 6.25, 6.27, 9.5 Article or Paragraph Number Visits to Site. -by ENGINEER ................................... 9.2 Waiver of Claims --on Final Payment, -.,___.---. _,_ 14.15 Waiver of Rights by insured parties.................. 11, 6.11 Warranty and Guarantee. General --by CONTRACTOR - ......................................_6-34 Warranty of Title, CONTRACTORS _143 Work— Aecess byothers............................................................... 7 Changes in the .... _.._...._...---- ..... .............. ........10 Continuing the.... ... .......... 6.29 CONTRACTOR :Nay Stop Work or Terminate..........._ ................ 15.5 Coordination of .............. _.......,.._.._.....7A Cost of the,.........__...................................I 1,4.11.5 definition of,, ,_., ....,,.1.43 neglected by CONTRACTOR........ _.._ .............13.14 otherWork......................................................._..7 OWNER May Stop Work _........ ...... _.............13.10 OWNER May Suspend Work ,,,,,,,,,,,,,,,,,13.10, 15.1 Related, Work at Site.....................................7.1J3 Starting the,......... ..........2.4 Stopping by CONTRACTOR ...................... . . . ....15.5 Stopping by OWNER......: ..................... ....15.1-15A Variation and deviation authorizad, minor ....... ... 3.6 Work Change Directive -- claims pursuant to .............................. ...............10.2 definition of_..,,, . _ 1 44 principal references tq.,._,,,,,,,,,, 3.5.3, 14.1-10.2 Written Amendment -- definition of ... ....... .............. ............. ......,.......,j.45 principal references tq..............I.10, 3.5, 5.10,15.12, .......................6.6.2. 6.8.2, 6.19, 10A, 10.4, ... .................. 1.1.2, 12A, 13.122, 14.7.2 Written Clarifications and Interpretations„.. . .................... .. .3.6.3, 9.4, 9.11 Written Notice Requi rad - by CONTRACTOR ............................ T.1. 9.10.9.11, .... .... ... _................ ........._.. 10.4, 11.2, 12.1 byOWNER .... ............_..9.10.931, 10A,112,13.14 xv E)CW GENERAL CONDII IONS t9to-8 n990 Emnom w7 CITY OF FORT COLLINS MODIFICATIONS (REV 9199) (This page left blank intentionally) xw EJCDC GENEM CONDInONS I910.9 (19" WInON) w/ QTY OF FORT COIJIM MODIFICATIONS (REV 9i") GENERAL CONDITIONS ARTICLE 1--DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof. 1.1. Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents 12. Agreement -The written contract between OWNER and CONTRACTOR covering the Work to be perfumed: other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Patmtent-The form accepted by HNGlN'F73R which is to t>e used by CONTRACTOR in requesting progress or final payments and which is to he accompanied by such supporting documentation as is required by the Contract Documents- 1.4. Asbeslo,%--Arry material that contains more than one percent asbestos and is friable or is releasing asbestos filers into the air above current action levels estnblished by the United States Occupational Safety and Health Administration 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be perfumed. 16. Bidding Docurnomts-The advertisement or imitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 13. Bidding Requirements --The advertisement or invitation to Bid, inmTtetions to bidders, and the Bid form. L&. Bonds-Perfonnance and Payment bonds and other instruments of security. 1.9. Change Omer -A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or alter the Effective Date of the Agreement 1.10. Contract octarents-The Agreement, Addenda (which pertain to the Contract Documents), CONTRAC'TOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an endtibit to the Agreement the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the MI)C OEMERAL CONXTI OMS 1910-8 (1990 E(irio n) wt ❑TY OF FORT ODLIAM MOMICAT1ONS (RfiV 424M) sane are more specifically identified in the !Agreement, together with all Written Amendments, Change Orders Work Change Directives, Field Orders and FN'GINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5. 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 421 and 4:2' are not Contract Documents. l IL contract Price -The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 119.1 in the case of Unit price Work). 1.12. Contract Tires -The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (it) to complete the Work so that it is ready for final Payment as evidenced by ENGiNET',R's written recommendation of final puymera in accordance with paragraph 14.13. 1.13. CONMACTOR-=rhe person, firm or corporation with whom OWNER has entered into the Agreement 1 14, defective -An adjective which when modifying the word Wort: refers to Wink that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard test or approval referred to to the Contract Documents, or has been damaged prior to ENGINEEWs recommendation of firanl payment (unless responsibility for the protection thereof has teen assumed by OWNER at Substantial Canpletion in accordance with paragraph 14.& or 14,10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and perfumed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Cortraet Documens. Shop drawings are not Drawings as so defined 1.16. Ej1ective Date of lie Agreement --The date indicated in the Agreement on which it becanes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENOMWER--The person, firm or corporation named as such in the Agreement. 1.18, ENGINEER's C'crtsttltam--A persom fum or corporation having a contract with ENGINEER to burnish services as ENGDM's independent professional associate orccursultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Omar -A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a chimSe in the Contract Price or the Contract Times. 120. General Requirements --Sections of Division I of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 U.SC Section 69(3) as amended from time to time. 1 22 a Laws and Regulations; Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances. codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction 1.221. Legal flolidays—shall be those holidays observed by the City of Fort Collins. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 124, Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prim to Substantial Completion of all the Work. 125. Notice of.4ward—A written notice by OWNER to the apparent successful bidder seta' that upon compliance: by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26, Notice to Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to b;NGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27, OWNER —The public body or authority, corporation, association, fan or person with wham CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28. Partial Utilization -Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCRY—Polychkminated hiphenyls. 1.30. Petroleum-Nuoleurn. including crude oil or any ftaclion thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7pwounds per square inch absolute), such as oil, petroleum, fuel oiL oil sludge, oil refuse, gasoline, kerosene and al mixed with char inn -Hazardous Wastes and crude Oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Dommerds, 132.a. Radioactive Material —Source; special nuclear, or hypix duct material as defined by the Atomic Energy Act of F.tCDCOENMALCONDITIOM 1910-8(1" &btim) wi 13TY OF FORT (XILLINS MODIFICATIONS (REV 4na)U) 1954 (142 USC Section 2011 et seq) as amended from time to time. 132.E Regular Wo a Hotas-Regular working urs are defined as 7;00am to 6:QQM unless otherwise M. a gfified in the General Requirements 131 Resident Project Representative --The authorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34. Samples —Physical examples of materials. equipment, or workmanship that are representative of some portion oC the WuI and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawingv--Ali drawings, diagrams, illustratiorm schedules and other data or information which are specifical}y prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 136" Specificatimis—'fhose portions of the Contract Documents consisting of written technical descriptions of materials, equipment, constructionsystems, standards and workmanship as applied to the Work and certain administrative detaiLs applicable thereto. 1.37. Subcontractor --An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at dw site_ 1.38. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGMEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended: or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENCUNEEWs written r000mmetdation of final payment in accordance with paragraph 14,13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Subestantial Completion thereof 139. Supplementary Carditions—The part of the Contract Documents which amends or smpplemero these General Conditions. 1.40. Supplier --A manufacturer, fabricator, supplier, distributor, materialman or vender having a direct contract with CONTRACTOR or with any Subronttctor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities -All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attaclmunts, and any encasements cntammg such facilities which have been installed underground to furnish any of the following services or materials: electricity. gases, steam, liquid petroleum products; telephone or other communications, cable televisiom sewage and drainage removal, traffic or other control systems or Water. 1-42 tint Price 11"ot*—Work to be paid for on the basis of unit prices. 1.43. 11'ork--The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents Work includes and is the result of performing or furnislung labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required try the Contract Documents" 1 44. lf'onk Change Directive —A written directive to CO 1'RAC'fOR. issued on or after the Effective Date of the Agreement and sighed by OWNER and recommended by ENGINEER ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Charge Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or dacureenrM by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contact Times as Provided in paragraph 10.2. 1.45 WYritten AmencakwW A written amendment of the Contact Documents, signed by OWNER and CONTRACTOR on or after the Motive Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents, ARTICLE 2—PRELIMINARYNIAT'TERS Delivery of Banat: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to famish in accordance with paragraph 5.1. Copies of Documetw 2 2. OWNER shall futtush to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract. Documents us are reasonably necessary for the execution of the Work. Additional copies will be fiunishedl upon reques4 at the oost of reproduction Commencement ofConbnct Times; Nodee to Proceed 2.3. The Contract Times will commerce to run on the thirtieth day after the Effective Date of the Agreement, or, E)CDC OENEM CONDMON3191" 0990Eddon) wCItY OF FORT IXx.0 M MODIFICATIONS 0UFV 4a000) if a Notice to Proceed is given, cn the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time withal thirty days after the Effective Date of the Agreement Qvitma' Ti es of-Bid-opening"or-the thirtieth day after -the Effectwe Date the rlgreemer whichever date is t4vlieu smrtiag the Work: 2 a" CONTRACTOR shall start to perform the Work an the date when the Contract Times commence to run. but no Work shall be done at the site print to the date on which the Contract Times commerce to run Before &artfng Construction: 2-3. Ptfore undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Document% and check and verify, me nt figuro shown thereon and all applicable field measurmnetas. CONTRACTOR shall promptly repro in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work alTected thereby; however. CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Doxumcn% unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless ot"se specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents. 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be ar_,centable which allows less than 21_calendar days for each rertiew by Fiieuieer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of Acres aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments cluing construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at that site is started, CONTRACTOR aiW QkWiER shall ateh deliver to the ether OWNER. with 'copies to identified"in-the Sttpplamentary-Certditions FNGINEER certificates of insurance (and other evidence of insurance c knish either-al-tt><m cx--arty- mwmmbly- re_yuest�ed by OWNER) which CONTRACT , and-0%VPA; R +spar vrlyg are is required to purchase and maintain in accordance with paragraphs 5 4, 5 6 and 5 7 Preconstiverion Conference: 2.8. Within twenty dugs after the Contract Times start to nun, but before any Work at the site is started, a conference attended by CONTRACTOR. ENGINEER and others as appropriate will he held to establish a working undenunding among the parties as to the Work and to discuss the schedules referred to in paragraph 26, procedures for handling Shop Drawings and other submittals processing Applications for payment and maintaining required records. lniriall), AeeepiaNe Schedules: 29. Unless otherwise provided in the Contract Documents, aF ten hey of —:on of the fifat AppWation-for Payment before any work at the site bMin-s a conference attended by CONTRACTOR ENGINEER and others as appropriate 4siigpatO Ot will be held to review for acceptability to E NGINEER as provided below the schedules submitted in accordance with paragraph 2 6 and _I2iyhsiona�j e<IuJtfD13 CONTRACTOR shall have an additiomal ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, tut such acceptance will neither impose on ENGINEER responsibility for the se�uena. scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CON FACTOR's full responstblity therefor. CONTRACTOWs schedule of Shopp Drawing and Sample submissions will be acceptable to I NGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concernmg the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 32. It is the intent of the Contract Documents to E1CllCOEWRAL COMN7tOt4S 191 M (199a E6tim) w; CITY OF FORT OOLLI NS MODIFICATIONS MV 4,12O x1) describe a functionally complete Project (or part thereof) Rc be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Shoulardr and Specifications of Technical Societies; Reporting and Renvlring Discrepancies: 3.3 L Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any goventmerasi authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code or laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise stwcifically stated in the Contract Documents. 3.3.2. It during the performance of the Work, CONTRACTOR discovers arty conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the pefdxmance of the Work or of any such standard, specification, manual or cede or of any instruction of any Supplier referred to in paragraph 65. CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work dkcted thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided, however. that CONTRACTOR shall not be liable to OWNER or ENGINEER. for failure to report any such conflict. error; ambigitity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6. the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contact Documents and: 3.3.3.1. the provisions of any such standard. spocificatio m manual, code or instruction (whether or not spo ifically incorporated by reference in the Contract Documents); or