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Home My WebLink AboutBID - 5763 PIER WALL PROJECTEXHIBIT A City of Fort Collins Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No. 2 BID #5763 GATEWAY PARK PIERWALL PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5763 Gateway Park Pierwall Project OPENING DATE: February 4, 2003, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. The following list of items is for clarification for the project: Revised bid schedule The bid schedule for the project is hereby revised. A line item has been added to accommodate caisson drilling into competent rock. The item added with be as follows: 8. Rock Drilling Equipment -'carbide tipped" to be paid for hourly with an estimated quantity of 20 hours. This item will be paid only upon approval by the ENGINEER and will be determined in the field at the time of drilling. Please use the attached Addendum #2 Bid Schedule when submitting your bid. Spoils The spoils generated by the caisson excavation may be disposed of at the Gateway Park site. The disposal location will be at an approved area aproximately'/ of a mile from the project site location. If you should have any questions, please contact Jason Stutzman, Project Manager at (970) 221- 6366 or John Stephen, CPPB, Senior Buyer, at (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. Page 1 of 1 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 �■■■■u■W■■�un�n■■HNunH■■Nm■HHNmm®nn■®m� ON MBONN EMO W■■■n®NHnNN■1 I■aaa■q■■aaaN■�■�aHn■■■■N un NNNn MEN 1■■■■■■■■■aHH■■aW■■WBNHHW■nN■■■■non■N■■■ice 1■ggaH■■qqq■■■■■■a■■■■man■�■■■�■■a■■■■Na■�■DWI uHnn■■®■Wa■■Hna■■auN■WH■■aNu■i® IW aN■gene■in■■H■■■■■■au■■■■nnn■H■Hn■■N■■n� ■Naa■Wugan■■nnnanW■H■■u■■N■■■■Nq■■■■N■1 1■Hu■■unuaangn■Wu■■N■■HN■■■■■■N■■nq■■■o■■■l loam■nun■■as■■un■■um■■n■■Nu■■■■■■=NNNnq■1 WH■■una■WnnaanIN=■■■��nr�■■■■■■■■■nnN■■NN■■N■■■1 nommol loom ■■■■ana■■nn■■NNNninn=.■ioY uran�■n■■nnn■1 ngannan■■Homoink.■■■■■fi■If�iiliiUri�lANHmm�■! 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GATEWAY PARK ACCE Roadwoy Cross Sections 1 INN INN ON EXHIBIT B INSURANCE REQUIREMENTS The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. EXHIBIT C Bid #5763 Addendum #2 Bid Schedule Project: Gateway Park Pierwall Project Spec/Item Number Description Unit Unit Cost Estimated Quantity Item Cost 626-01 Mobilization LS 832.00 1 $ 832.00:: 503-02 Drilled Caisson 18 inch diameter LF 51.00 242 12' 342.00 601-03 C.I.P. Pier Headwall LF 62.00 42 2,604.00 602-04 Reinforcing Steel (Epoxy Coated lbs. 0.65 800 520.00 5 Remove and Reset Guardrail LF 48.75 40 12950.00 6 Traffic Control LS 1575.00 1 1,575.00 7 Remove and Replace Asphalt Pavement w/ Asphalt Curb SF 18.00 135 2,430.00 8 Rock Drilling Equipment -'carbide Upped' HR 448.00 Y0 8,960.00 TOTAL $31,213.00 Thirty one thousand two hundred thirte n Dollars 00/10 --- Cents Page 2 of I BID SCHEDULE Awarded Contractor must provide all materials, labor and installation required for construction of a retaining wall per the specifications and drawings attached: Project: Gateway Park Pierwall Project Spec/Item Description Unit Unit Cost Estimated Number Quantity Item Cost 626-01 Mobilization LS 1 503-02 Drilled Caisson (18 inch diameter) LF 242 601-03 C.I.P. Pier Headwall LF 42 602-04 Reinforcing Steel (Epoxy Coated) lbs. 800 5 Remove and Reset Guardrail LF 40 6 Traffic Control LS 1 Remove and Replace Asphalt Pavement w/ Asphalt 7 Curb SF 135 TOTAL **See revised Addendum #2 Bid Schedule Dollars Cents FIRM NAME: G.L. Hoff Company (Are you a corporation, DBArfartnershi}r,-i-L-e-vrPf;} ADDRESS: 1815 West 12th Street Loveland, CO 80537 TELEPHON # 970-669-3255 FAX # 970-663-1566 BY: Gregory L. Hoff, President Si na re Printed '02/13/03 THU 13:29 FAX 19026418715 FLOOD PETERSON11 HOFCO Q 001 aCORDTM CERTIFICATE of LIABILITY INSURANCE ti; PRODUCER Er Flood &Peterson Insurance Inc THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMAnON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4821 Wheaton Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P O Box 270370 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Collins, CO 80527 INSURED INSURERS AFFORDING COVERAGE NAIL � G.L. Hoff CO. INSURER A; TrBVelers Insurance 1815 W 12th Street; P,O. Box 744E NSURERs: Pinnac.I Assurance Loveland, CO 80537 INSURERc; Flreman,s Fund Insurance_ Ca. COVERAGES INSURER E: 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 MAY PERTAIN, RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS IS POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, OF SUCH LTR N TYPE OF WSURANCE POLICY NUMBER P EFL A GATE POLIO (RATION TE GENERAL LUUNLIY'T DTC0324D9364 01/01/03 LIMIT 01/01/04 X CeMMERCpI GENERAL LU181LnY TIL03 EACHOCCURRENCE $1 O�i00 CLAIMS MADE O OCCUR DA GE To REaITED 5300 O(N) MEDEXP (Anyone penm) $5000 PERSONALS ADV INJURY $1000000 GEN'L AGGREGATE LIMIT APPLIES PER; GENERALAGOREGATE $2000000 POLICY X P Co LOC PRODUCTS -COMP/OP Are SZ 000 OOO A AUTOMOBILE LIABILITY DT810784F$171 01101/03 X 01/01/04 ANY AUTO TIL03 COMBINED SINGLE LIMrr R:a xddwel $11000,000 ALL OWNED AUTOS SCHEDULED AUTOS BODILYINJURY X HIREDAUTOs S X NON -OWNED AUTOS BODILYINJU1RY S PR ecd Z DAMAGE S GARAGE LIABILITY ANY AUTO AUTO ONLY -EA ACCIDENT S OTHER THAN EA ACC S A [E�XCEIISIUMBRELLA LIABILITY 01/01/03 rDTSMCUP324D9364 01/01/04OCCURRENCE OCCUR EICLAIMS MADE TIL03 S2 000,000 DEDUCTIBLE B I WORKERS COWENSATION AND r2242590 01l01/03 01/01/04 II EMPLOYERS' LIABUM ANY PROPRIETOR/PARfNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? C IOTHER Builders Risk GESCRIPTK)N OF OPERATIONS / LOCATK RE: Gateway Park Pier Wall City of Fort Collins Purchasing Dept, PO Box 580 Fort Collins, CO 80S22 ADDED BY ENDORSEMENT( SPECIAL PROVISIONS $1,500,000 Limit $1,000 Deductible LID ANY OF THE ABOVE DESCRIBED POLK:IEB EE CANCELLED BEFORE THE EXPIRATION THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL --&L DAYS WRITTEN E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DD SO SHALL �E NO ORJGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR eSENTLYIvca . ACORD 25 (2001/08) 1 of 2 #3239008/1101235837 ACORO CORPORATION ISM Bid #5763 Addendum #2 Bid Schedule Project: Gateway Park Plerwall Project Spectite Numb Number Description Unit Unit Cost Estimated Quantity Item Cost 626-01 Mobilization LS 1 503-02 Drilled Caisson 18 inch diameter LF 242 601-03 C.I.P. Pier Headwall LF 42 602-04 Reinforcing Steel (Epoxy Coated lbs. 800 5 Remove and Reset Guardrail LF 40 6 Traffic Control LS 1 7 Remove and Replace Asphalt Pavement w/ Asphalt Curb SF 135 8 Rock Drilling Equipment -'carbide tipped' HR 20 TOTAL Dollars Cents Page 2 of 1 Administrative Services Purchasing Division City of Fort Collins CITY OF FORT COLLINS ADDENDUM No. 1 BID #5763 GATEWAY PARK PIERWALL PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5763 Gateway Park Pierwall Project OPENING DATE: February 4, 2003, 3:00 p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. The following list of items is for clarification for the project: Bid Item #6 — Traffic Control A full closure of the Gateway Park access road will be allowed for a single continuous period of no more than 5 days. Any additional traffic control requirements will have to accommodate a single lane of traffic. All M.H.T.s must meet current CDOT code requirements. Bid Item #2 — Drilled Caisson (18 inch) The reinforcing steel included in the construction of the concrete caisson is NOT required to be epoxy -coated steel. If you should have any questions, please contact Jason Stutzman, Project Manager at 970-221- 6366 or John Stephen, CPPB, Senior Buyer at 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. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 SPECIFICATIONS 10N a SECTION 01800 - DEFINITION OF BID ITEMS The following items describe the scope of work for this Contract and are further clarified through 'limit -of -work' lines and notes on the drawings and specifications. The work described in each Bid Item may contain work from one or several technical specification sections. The contractor shall refer to the technical specifications that apply to the individual components. Bid Item 1 - Mobilization This work consists of mobilization of personnel, equipment and supplies, temporary restroom facilities, etc. at the project site in preparation for work on the project in accordance with the project plans and specifications section 626 of the C.D.O.T. Standard Specifications for Road and Bridge Construction. 1999. Bid Item 2 - Drilled Caisson (18 inch diameter) This work consists of drilling holes and placing reinforcing steel and concrete in the drilled holes in accordance with the project plans and specifications section 503 of the C.D.O.T. Standard Specifications for Road and Bridge Construction. 1999. Bid Item 3 - C.I.P. Pier Headwall This work consists of furnishing and placing Portland cement concrete in accordance with specifications section 601 of the C.D.O.T. Standard Specifications for Road and Bridge Construction 1999 and in conformity with the lines, grades, dimensions and notes as shown on the plans or established. _Bid Item 4 - Reinforcing Steel (Epoxy Coated) This work consists of furnishing and placing reinforcing steel in accordance with specifications section 602 of the C.D.O.T. Standard Specifications for Road and Bridge Construction 1999 and in conformity with the lines, grades, dimensions and notes as shown on the plans or established. Bid Item 5 - Remove and Reset Guardrail This work shall consist of removing and resetting all authorized existing guardrailing. The limits of this work are estimated on the plans with approval of exact limits of the work to be authorized by the Engineer in the field. The reinstallation shall conform to specification section 606 of the C.D.O.T. Standard Specifications for Road and Bridge Construction 1999 and in conformity with the lines, grades, dimensions and notes as shown on the plans or established. Bid Item 6 - Traffic Control This work shall conform to specification section 630 of the C.D.O.T. Standard Specifications for Road and Bridge Construction 1999 and in conformity with the lines, grades, dimensions and notes as shown on the plans or established. Bid Item 7 - Remove and Replace Asphalt Pavina w/ Asphalt Curb This work shall consist of removing and replacing all designated asphalt and shall conform with specifications section 403 of the C.D.O.T. Standard Specifications for Road and Bridge Construction 1999 and in conformity with the lines, grades, dimensions and notes as shown on the plans or established. The Engineer will determine the approved quantity for this item in the field. The estimated amount on the plans was based upon a 45' x 2' patched area. The pavement thickness is to be a min. of 6" thick. The mix for the bituminous material shall conform to END OF SECTION END OF DIVISION 1 No Text UTILITY MUTArT I mT W1rtAcr ) AWRY nnc NU&M 4 UK& ari1EER Raga LOOSE MM 2-SilEa (9N) Y10-21" �007REM -OEM.. CO 60FT1 �aM. 9" PA4= 760 SEA ekW ty1o) 7a-M# - EE COLLIK W 60626. . '� 0MMACIMM (ntt0 DUL) cw We tw@9a! M51 L W" � (970) 377-6401 FM mWEt W 605E (9]0) 587 H CELL WL15141C11d1 {WYgOR 999E (87O) 4R-51W RESEfYIC O MU IFiLNE, W B0512 R= NEW FAP. ' ImWAT�_i _J -- NEW E.0 M455-041 ` e $ L . 166no, t NrW EDP, ao too 50 200 FEET T x sAmt VALVE WMML TO RD EEtCE 14h71 C I I STA MTO 17h� LT. OGiE POWat Pa£ � _Or fdl SEA 1 24 LT MER % k TAR 'K�`TOP OF CUT / — kr IH62SO SN 14 (SEE SN I U5 BSTam To S STE M455 TO REINUM PROPAM TANK 70 PRE TO Rom I_ ro AVU WATER wd1E WX BACK - ,A Er57.74 AND ..� 14 TO A 11h ACCESS MAD ACCESS Ram DFIVMW GATE FENCE SV9M Underground Electric (REA) \ \ F l location ofn & pierwall Work age ��aYa� IIIIII tNe�rrg II � st m fill HA W W 'o yy o 3 co 4-J •O a 0 CU d 3 L ^M LL � ca m N NOTE: The information shown on this drawing concerning type and $MEET locatoin of underground and other utilities is. not guaranteed to be accurate or all inclusive. The Contractor.is responsible L'I for making all determinations as to the type and location of underground and other utilities as may be. necessary to ovoid Z damage thereto. 4 Underground Aploximate Limits of Elec — Drilled Caisson (REA) — C.I.P. Pier Headwall — Reinforcing Steel (epoxy coated) — Remove & Reset Guardrail ACCESS ROAD X* WARM% R-B MT 3 ---------------------- 1, 8" dia. - O Caisson R. & R. asphalt paving w/ asphalt curb —Possible closure location for traffic control 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- ---- - __ ------ - - - - - - - H 14SHEET 2.00' High Cast -in -place Concrete Headwall 18'0 Drilled Caisson (TYp.) (Total 11) w Dimensions to be field verified -ength of Headwall=.•41'-6� -T 6.25' I �H (TrpJ _ Length of Pier Wall='40-0" See Note 1 ELEVATION R ITEM COOT PAY ITEM DESCRIPTION UNIT ESTIMATED ES OUIMATY 1 626 MOBIU2ATION LS 1 2 503 DRILLED CAISSON 18 INCH LF 242 3 601 C.I.P PIER HEADWALL LF 41.5 4 502 REINFORCING STEEL EPDXY COATED LB5 800 5 REMOVE AND RESET GUARDRAIL LF 40 6 - TRAFFIC CONTROL LS 1 ] REMOVE AND REPLACE ASPHALT PAVEMENT W ASPHALT CURB SF 135 Creation Dots 09/17/02 In= CMS Q Lest MadTwa6m Dolw10/01/02 15:20 hiliet� vM =1 ` Fall ", SEE SHEET MARM Do" fk Nome: DETHLOIAWG Acoa We. R2002 Seer AS SHOWN Units: ENCLI5H QEA -Mega Seal' at surface �Guartlrail around all posts 2.00' High Cast -in -place Concrete Headwall --T 1.5 / A � Existing o n 0 ground line 16"0 Drilled � Caisson (Typ.) 135 #4 re, 3' Asphalt Patch N T to conform to current ..OFC Street Stai dards 1. Location of Pierwall to be determined in the field. Reset Guardrail at 6'-3' spacing Per 2. Quantities are estimated based upon Pismo)) length of 40'. COOT section 606 3. Concrete Cl... 0 (('a = 4500 PSI) shall be used for CIP Headwall. Replace .shalt curb d. Concrete Class BZ (fc = 4000 PSI) shall be used for Grilled Caisson. Top of Roadway Pavement S. Reinforcement in the Drilled Caisson shall not be paid for sepe .tely, put shall be included and Paid for under pay item "Drilled Caisson (18 Inch)". 6. NI rebors in headwall and vertical #5 bars are epoxy coated. 7. #5 Vertical ban to be securely held in place during - construction of drilled Caisson. See Detail .8. 8. Top of headwall and Drilled Caisson elesab'ons shall be field adjusted to match the top of headwall with top of asphalt Pavement. 9. Work under all items shall conform to `COOT Stonal Specifications for Road and Bridge Construction". �+l 2- #5 O Tap and baHom - 2- #5 (Ea�ch—face) llo- L1O"J 1 o TYPICAL SECTION � (Rotate alternate ties 189) (23 Total) S CTION e As Constructed No RwieiwQ RerOatl: void ` 2" Cl, > 'o a` a' Caisson reinforcement E E ' ri w n E E I Additional #4 see (4 total c 2 to secure #5 vertical bon i2- #5 Each face (total of 4) O AI e GATEWAY PARK Project PIERWALL DETAILS 0eegnv V. MANADEVAN Dealw: C. shl Ji Swel Subset: ISubsd Swets or sw Number