No preview available
HomeMy WebLinkAboutRESPONSE - BID - 7361 CONCRETE MAINTENANCE PROJECT PHASE ISECTION 00300 BID FORM PROJECT: 7361 Concrete Maintenance Project Phase 1 Place.- Date.- A.,, In compliance with your Invitation to Bid datedAp-:/ (°�20 /a 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 s` n. "rt x--, exec f/ T ($ 77�yP.8� 1 in accordance with the 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 tie specified performance and payment Bonds is as follows: 6,.rue6,rs ,�! , . r�,� �a ?0_ BQxgay/ s_�,�/, ;V/( 79109-0ati! 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 20. ° Are any lawsuits pending against you or your firm at this time? A116 IF yes, DETAIL 21. What are the limits of your public liability? DETAIL 4am, C . What company? & 0,.,, a 7_ U r&.-C� ",,, 22. What are your company's bonding limitations? Coo 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at /�'// a . ,•� this day of �A,,' 20ja. Name of :.. State of t,nlordo County of 'L1; mee being duly sworn deposes and says that he is l�ecs rQetit of (i,nGrriY_ —7—,c, 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 day of / , 20A. (Seal) My commission expires: 0 Zo/.Z SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM &V 116103:kT:L[�37�7 7 City of F6rt Collinschasin 0"' Purg ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7361: Concrete Maintenance Project Phase I OPENING DATE: 3:00 PM (Our Clock) April 9, 2012 Financial Services Purchasing Division 215 N. Mason St. fd Floor PC Box 580 Fort Collins, CO 80522 970.221.6775 970.221Z707 rcgov. com/purchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Specifications Revisions Exhibit 2 — Questions & Answers Please contact John Stephen, CPPO, LEED AP, Senior Buyer, at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 1 of 5 EXHIBIT 1 — SPECIFICATIONS REVISIONS Section 107, subsection 107.16, first paragraph add; "The Contractor's personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s)." Section 604, subsection 604.06, page 22, delete; "The typical structure length, measured parallel with the sidewalk, shall be five and one half feet (5) feet with eighteen (15") inches from the edge of the plate to the expansion material on each side. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five and one half (5) feet structure dimension." Section 604, subsection 604.06, page 22, add; "The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15") inches from the edge of the plate to the expansion material on each side. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5') feet structure dimension." Section 608, subsection MATERIALS, page 25, delete; "See Sections 2.05, 'Rigid Pavement Design', 4.2.4. 'Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." Section 608, subsection MATERIALS, PAGE 25, add; "See Section 10.5.2 'Rigid Pavement Design' and Section 22.5.6 'Portland Cement Concrete Pavement', of the 'Larimer County Urban Area Street Standards'." Section 608, subsection CONSTRUCTION REQUIREMENTS, page 25, add; "All newly installed concrete shall be stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor's name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor's name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer." Addendum 1 — 7361 Concrete Maintenance Project Phase I . Page 2 of 5 Section 608, Subsection, METHOD OF MEASUREMENT, page 27, add; `The area of an Apron shall be calculated as follows (see diagram below): n ((A*C) - (rr (A-B) (C-D)/4)). UJ ;V • C -tit tv it ilqv its'! it stsiiii" Section 630, subsection 630.16, page 38, delete; Payment Schedule Amount Payable First Monthly Progress Payment 25% Concrete work completed equals 25% of the original contract price 50% Concrete Work completed equals fifty (50%) percent of the original contract price 75% Concrete Work completed equals seventy (75%) percent of the original contract price 100% Change orders related to traffic control for additions to or deletions from the Work shall be paid or deducted in the monthly progress payment in which the change order occurs." Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 3 of 5 A Section 630, subsection 630.16, page 38, add; " Payment Schedule 'Amount Payable First Monthly Progress Payment based on the adjusted contract price 25% Concrete work completed equals twenty five (25%) percent of the adjusted contract price 50% Concrete work completed equals fifty (50%) percent of the adjusted contract price 75% Concrete work completed equals seventy five (75%) percent of the adjusted contract price100% *Percentages listed in the 'Amount Payable' column shall be used to calculate payment for items 630.01, 630.02, 630.03, less any deduction(s) for deleted work. The adjusted contract price shall equal the original contract price less items 630.01, 630.02, 630.03, 630.04, and 630.05. Traffic Control quantities impacted by additions to or deletions from the Work in Section 02500, 'Quantity Estimate' shall be paid by Change Order and included in the monthly progress payment(s)." Section 03500 Project Maps, delete; "Busch Area." Section 03500 Project Maps, add; " 'The City of Fort Collins Master Street Plan' depicting the street classifications (Arterial, Collector, Residential) can be found at the following link: hf p://citydocs.fcgov. com/?dt=M aster+Street+Pl an+Ma P&dn=G I S+MAPS&vid=192&cmd=showdt Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 4 of 5 1 EXHIBIT 2 — QUESTIONS & ANSWERS Question: "If the City requests that asphalt adjacent to a concrete removal remain in place and sawcutting along the toe of the gutter is requested, will the sawcutting be paid under Section 202.127' Answer: "No, sawcutting shall not be paid as per Section 202, subsection 202.11, METHOD OF MEASUREMENT, page 10, which states 'Sawing related to the items described in Revision of Section 604 — Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor and shall not be measured and paid for separately.' " Question: "Section 604, how will the decrease in payment for'Additional One (1) Foot Depth' or 'Additional One (1') Foot Opening' be deducted in the pay application?" Answer: "As determined by the Engineer; it may be entered on the pay application as a negative number in the line item for 'Additional One (1) Foot Depth' or 'Additional One (1) Foot Opening' under the corresponding structure type or may be deducted on a Change Order using the contract unit price." Question: "How will the percentage of traffic control on each street classification, as requested on the Bid Schedule, be used?" Answer: "The cost for traffic control, as a percentage of the actual cost of the concrete work, shall be used as the basis to increase or decrease payment when the work varies from the areas listed in Section 02500, Quantity Estimate. For. non -typical conditions, additions to or reductions from the work listed in Section 02500, Quantity Estimate, shall be negotiated prior to commencing the work. Increases or decreases to the work described in Section 02500, Quantity Estimate, shall be paid by Change Order and included in the monthly progress payment per Section 630, subsection 630.16." Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 5 of 5 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors BID SCHEDULE (Base Bid) Item No. Daeu �Gim I Unit Contra ContractPrice Quantity Total 202.01 Sawcutting <4" LF 200 3.00 600 _ 202.02 Sawcutting- Additional Inch Depth LF/IN 500 r 203.01 General Excavation CY 200 •0 S DOO _ 203.02 Borrow TON 100 to S o0o 208.01 Stomovster Protection - Rock Filled Wattle LF 50 Q 1 33 y - 208.02 Stormwater Protection - Recycled Rubber Filled Wartle LF 50 00 , S 0 209.03 Stormwatcr Protection - Straw Bales EA 5 00 1 a 212.01 Sod SF 500 00 $ /000 a 212.02 Landscape/Irrigation Labor HR 50 S 00 S sO _ 304.01 Aggregate Base Course TON 4,000 00 • 1 7 - 403.01 Temporary Patching TON 600 00 a 1 C; " _ 7 WV 604.01 Type R Inlet - Remove & Replace (5' Opening) EA 2 0 00 !0 1 6000 604.02 Type R Inlet - Remove & Replace Additional One (I') Depth LF 15 00 S 604.03 Type R Inlet - Reconstruct Wet Deck (5' Opening) EA 5 Ss • oo J S yS 604.04 Type R Wet - Reconstruct Wet Deck .Additional One (I') Opening LF 10 00 S _ 604.05 Type R Inlet - Materials Only EA 5 y30 00 S a /S O 604.06 Curb Inlet - Remove & Replace (4' Opening) EA 5 sf 00 S s 604.07 Curb Inlet - Remove & Replace Additional One (I') Foot Depth LF 15 / 00 S _ 604.09 Curb Inlet - Reconstruct Inlet Deck (4' Opening) EA 10 yaa • 00 1 ya 604.09 Curb Inlet - Reconstruct Inlet Deck Additional One (1') Foot Opening LF 10 �'�' • 00 $ �00 604.10 Curb Inlet - Reconstruet Inlet Deck - Material Only FA 5 74 p 1 �8. _ 604.11 Catch Basin - Remove & Replace EA 2 0 0• 00 S t / oG 604.12 Catch Basin - Remove and Replace Additional One (1') Foot Depth LF 5 / 00 $_ 604.13 Catch Basin - Reconstruct Wet Deck EA 3 604.14 Catch Basin - Reconstruct Inlet Deck Additional One W) Foot Opening LF 5 00604. 00 15 Catch Basin -Material Only EA 2 0 00/01 604. 16 Modified Type 13 Curb Inlet - Remove & Replace EA 1 a-100. 00 604.17 Modified Type 13 Curb Inlet - Remove & Replace Additional One (I') Foot Depth LF 5 00 604A8 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck EA 3 �/ 00604.19 AS:Y�r.� Modified Type 13 C'urb Inlet- Reconstmet Inlet Deck Additional One (1') Foot Opening LF 6 tFo.00604.20 Modified Type 13 Curb Inlet- Material Oniv EA 2 00604.21 Concrete Sidewalk Culvert- Remove & Replace EA 1 /�00 604.22 Metal Sidewalk Culvert - Salvaged Material EA 16 00 ,00 604.23 Metal Sidewalk Culvert - Material Only EA 5 /026. S 00 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate SF 25 �ys/ 09 S 60&01 Remove Concrete SF 2,100 C/O 1 as 0 608.02 Remove and Haul Fillet EA 5 v0 $ .r 608.03 Apron 8"- Remove &Replace SF 8,000 00 § _ 608.04 Crosspan 8" - Remove & Replace SF 9,000 00 § Al? nno 608.05 Driveover Curb, Gutter and 6" Sidewalk - Remove & Replace LF 8M0 T- S /1 -0 608.06 Driveover Curb, Gutter, No Sidewalk - Remove &. Replace LF 600 A^ so $ - 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace LF 1,800 608.08 Vertical Curb, Gutter. No Sidewalk - Remove & Replace LF 4,100 Ca 6 4 § _ 608.09 Vertical Outfall Curb. Gutter - Remove & Replace LF 325 00 $ ad 608. 10 Barrier Curb 12" - Remove & Replace LF 5o 00 § -0 C 608.11 Hollywood Curb, Guner, 6" Sidewalk - Remove & Replace LF 1,000 �' 00 S ] y - J ` 60& 12 Hollywood Curb, Guner, No Sidewalk - Remove & Replace LF 250 00 $ � 609.13 Highback Curb, Guner. No Sidewalk - Remove & Replace LF 2.200 ]y 00 •7 § 900 608.14 Pedestrian Access Ramp - Remove&Replace SF 7,500 S/r $ f.. 608, 15 Pedestrian Access Ramp Highback Curb - Remove & Replace SF 1.500 f�` OO $ s� _ 608.16 Truncated Dome Panel SF 600 SO $ - 608.17 Flatwork 4" - Remove & Replace SF 400 5'0 - S �Viz 608.18 Flatwork 6" - Remove & Replace SF 15,000 4. O PP $r_ 24 608.19 Replace Flatwork- I" Additional Depth SF 3,700 !r 10 $- 608.20 Colored Concrete San Diego Buff- Up Charge SF 1.000 . C § _ 6,0821 r Valley Pan 6" - Remove & Replace SF 400 -520 $ -608.22 Concrete Pavement 8" - Remove & Replace SF 600 yO $. 608.23 .Alley Approach 8" - Remove & Replace SF 1,000 7 yo § y - 608.24 Expansion & Caulking LF 1.000 (�/ 00 § _ 608.25 Splashblock 4" - Remove & Replace SF 3.500 y. 60826 Exposed Aggregate - Up Charge SF 300 608.27 Reset Flagstone SF 1,000 a 00 $ co 60828 Haul & Dispose Concrete with Wire/Rebar TON 250 OQ S ( 1.01 623,01 irrigation Sleeving - Three (3") inch PVC LF 100 01 630.01 Traffic Control Artenal Streets LS I ..�i § 3 630.02 Traffic Control Collector Streets LS I 630A3 Traffic Control Residential Streets LS I 630.04 Additional Variable Message Boards PER EACH / PER DAY 250 $ A 3 / - 630.05 Additional Flagging FIR 500 F0 $ 9 M _ C TOTAL COST ARTERIAL- STREETS= �O COLLECTOR STREETS= RESIDENTIAL STREETS Please note that the Bid Schedule has also been uploaded as a separate Microsoft Excel File. U ©' 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: Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: _,`� f f�.�w�ti�•� 'III �pRPpR"' i Z - Ire, R � Address 6330 S, Co //P cr H ✓e, . 61 Telephone Fro- YSY 3k90 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned vogel concrete, 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 $ 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, 7361 Concrete Maintenance Project Phase I. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid 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. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of April 9 , 2012 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: Vogel Concrete, Inc. Address: 6330 S. College Ave. Fort Collins, Co 80525 ATTEST: M SURETY Contractors Bonding and Insurance Company P.O. Box 9271 Seattle, WA 98109-0271 -pQ WALZ 7 ONG10� Contractors Bonding and Insurance Company ebie 1213 Valley Street en a"m.a..r P.O. Box 9271 Seattle, WA 98109-0271 Know All Men by These Presents: POWER OF ATTORNEY Contractors Bonding and Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That Contractors Bonding and Insurance Company, a Washington corporation, does hereby make, constitute and appoint: W R Withrow, Tyler Withrow. Megan A Brown Bud Withrow, jointly or severally in the City of Denver , State of Colorado its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million and 00/100 Dollars ( $10.000,000.00 ) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The Contractors Bonding and Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of Contractors Bonding and Insurance Companv, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the corporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." 'IN wr t rvc3a wrtcKGvr, the Contractors Bonding and Insurance Company has caused these presents to be executed by its Yig.€ President with its corporate seal affixed this 13th day of March 2012 „a .c State of Washington hda- % A�.�° 1979 kag'CI SS 0*) County of King On this 13th day of March 2012 'rs 1, the before me, a Notary Public, personally appeared Roy C. Die , who Comp1 being by me duly swom, acknowledged that he signed the above Power of certify Attorney as the aforesaid officer of the Contractors Bonding and and is Insurance Company and acknowledged said instmment to be the voluntary Compa act and deed of said corporation. testimn �t of Cc Joseph B. Xuller Notary Public Notary Pabao _ State of Washington ROy JOSEPH B. MULL -ER MY COMMISSION EXPIRES March 29, 2012 8575578032912 Bonding and Insurance Company Vice CERTIFICATE ersigned officer of Contractors Bonding and Insurance , a stock corporation of the State of Washington, do hereby I the attached Power of Attorney is in full force and effect revocable; and furthermore, that the Resolution of the as set forth in the Power of Attorney, is now in force. In whereof, 1 have hereunto set my hand and thG gCal of the rs Bond' ad Insurance Company this ,day L, LSIJ L Bonding and Insurance Company President A0059511 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. 1. Name of Bidder: * / T r . 2. Permanent main office address: 6330 3. When organized: /97g 4. If a corporation, where incorporated:�f. 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: Have you ever failed to complete any Work awarded to you? /yi0 If so, where and why? 9. Have you ever defaulted on a contract? /J, ) If so, where and why? 10. Are you debarred by any government agency? Ifle If yes list agency name. 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: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 3rGn :0 00 16. Bank Reference: %3 �n �olcoVn 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? Y s 18. Are you licensed as a General Contractor?�f,(� If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? ier If yes, what percent of total contract? /3'9/ And to whom?. QA&L- & I- n /