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Home My WebLink AboutBID - 5763 GATEWAY PARK PIERWALL PROJECTAdministrative Services Purchasing Division CITY OF FORT COLLINS City of Fort Collins INVITATION TO BID BID #5763 GATEWAY PARK PIERWALL PROJECT BID OPENING: FEBRUARY 4, 2003, 3:00 P.M. (our clock) Sealed bids will be received and publicly opened at the office of the Director Of Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract documents. If delivered, they are to be sent to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Bids must be received at the Purchasing Office prior to 3:00p.m. (our clock), February 4, 2003. A copy of the Bid may be obtained as follows: Download the Bid from the Purchasing Webpage, Current Bids page, at: www.fcgov.com/purchasing. 2. Come by Purchasing at 215 North Mason St., 2nd floor., Fort Collins, and request a copy of the Bid. Special Instructions All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into contract or honor the purchase order will be cause for removal of supplier's name from the City of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of forty-five (45) days after bid openings. Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained in the City's specifications initially provided to the bidder. Any proposed modification must be accepted in writing by the City prior to award of the bid. Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly identified by the bid number and bid name contained in the bid proposal. No proposal will be accepted from, or any purchase order awarded, to any person, firm or corporation in default on any obligation to the City. Bids must be furnished exclusive of any federal excise tax, wherever applicable. Bidders must be properly licensed and secure necessary permits wherever applicable 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort CPllins, CO 80522.-0580 • (970) 221-6775 • FAX (970) 221-6707 • = Dimensions to be field verified Length of Headwall = •4l'-6" T 6.25' 'Mega Seal' at suoce To of P (`surface Guardrail Guartlrail _ around all posts Pavement Post (Tap.) evel cost' High Cast -in -Place Concrete Headwall 2.00'High aC-n-place Concrete Headwall / I / LI or Dnllod Caisson i�18"e Existing (Typ.) (Total 11 I o ground line I I O 18"0 Drilled � I I I Caisson (Typ.) I 4.00' I 3' Asphalt Patch NOTES. cantorm to current PC Street St. cards 1. Location of Pierwall to be determined in the field. Reset Gucmmcil at 6'-3" spacing per 2. Ouantities are estimated based upon Pierwall length of 40'. CDOT section 606 3, Concrete Class D ((c = 4500 PSI) shall be used for CIP Headwall. Replace ashalt curb 4. Concrete Class BZ (fc = 4000 PSI)shall be used for Grilled Caisson. Top of Roadway Pavement 5. Reinforcement in the Grilled Caisson shall not be paid for seperctely, but shall be included and paid for under pay item 'Drilled Caisson (18 Inch)". 6. All rebom in headwall and vertical {5 bon are epoxy coated. 7. 85 Vertical bon to be securely held in piece during - construction of drilled Caisson. See Detail 'B' 8. Top of headwall and Drilled Caisson elevations shall be field adjusted to match the lop of headwall with top of asphak pavement. 9. Work under all items shall conform to "CDOT Standard Specifications for Road and Bridge Construction". 2- #5 O Top and bottom - 2- #5 (Each fface) Fir c to' (Typo) TYPICAL SECTION _ Length of Pier Wall = •40-0" See Note 1 ELEVATION ITEM CDOT PAY ITEM DESCRIPTION UNIT IMATE ESTIMATED ANM 1 626 MOBILIZATION LS 1 2 503 DRILLED CASSON 18 INCH LF 242 3 601 C.LP PIER HEADWALL LF 41.5 4 602 REINFORCING STEEL EPDXY COATED LBS 800 S - REMOVE AND RESET GUARDRAIL LF 40 6 TRAFFIC CONTROL LS 1 7 1 REMOVE AND REPLACE ASPHALT PAVEMENT W ASPHALT CURB SF 135 c 09/17/02 Initials CMS 6. pats10/01/02 15:20 Initials VW SEE S1EET MIRCIN Name: DETAILOI.DWG 2002 Scab: AS SHOWN Units: ENGLISH Q 13Y #4 Tie; _-fig•) — 9 12 (Rotate alternate ties 189) (23 Total) SECTION e As Constructed UMNOR"IFOOK Revised: Vaid 15 Caisson reinforcement o w E N E I I Additional /4 ties (4 total) to secure $5 vertical bare, 2- 15 Each face (total of 4) DETAIL e GATEWAY PARK Project No./Code PIERWALL DETAILS w. V. MAHADEVAN r. C. 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The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. 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. Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on proposal. Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not entered as separate pricing on the proposal form. Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions. Collusive or sham bids: any bid deemed to be collusive or a 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. 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 our office 7 days after the bid opening. JO O `R"�c''" R, a es B. O'Neill II, CPPO, FNIGP ctor of Purchasing and Risk Management 2 CITY OF FORT COLLINS BID PROPOSAL BID #5763 GATEWAY PARK PIERWALL PROJECT BID OPENING: FEBRUARY 4. 2003, 3:00 mm. (our clock) WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR GATEWAY PARK PIERWALL PROJECT PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS AND DRAWINGS: The City of Fort Collins is requesting bids to provide all materials, labor and installation required for construction of a series of drilled caissons capped with a concrete pier wall to be installed along the outer edge of a mountain roadway. The project also includes an amount of disassembly and reinstallation of guardrail and a nominal amount of asphalt patching and curbing. The intent of the project is to construct a retaining system for the hillside fill slope that the roadway currently rests upon. Substantial completion must be complete by March 15, 2003 and final completion by March 30, 2003,or as approved by Project Manager. Awarded contractor must name the City of Fort Collins as an additional insured as required in Exhibit "B" and sign the attached Service Agreement. A pre -bid meeting will be held January 21 at 1:30 p.m. at 215 N Mason, Ft Collins in room 1a For technical questions, please call Jason Stutzman, Project Manager at 970-221-6366. For purchasing questions, please call John Stephen, CPPB, Senior Buyer at 970-221-6775 3 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 meDescription Unit Unit Cost Estimated NuItem Cost Numbberr Quantity 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 FIRM NAME: (Are you a corporation, DBA, Partnership, LLC, or PC) ADDRESS: TELEPHONE # FAX # BY: Signature Printed Cents Dollars 4 SPECIFICATIONS DNI&ION 1 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. 5 Bid Item 7 - Remove and Replace Asphalt Paving wl 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 Z 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 11 No Text MN C MACT PERMM(S) - - ADORM MORE NAM CDDT KEGM 4 UMT DIGIM DEI66 L006E 1400 T S70M (M) M-2164 4WEW. CO 6001 ELF A590[� AM 1'MGRIC REA P/ilD1E'! (S7D) 716-E734 rT.T6* C01116, CD 60u8. - mKKrEanlps (TBD EMOL) ERE: n111 M M) F [HOOK -(M) 3"-W FORT CML46. t0 MM (M) 56/-41R6 CELL VS PlSDE SERtE KE471Mc EKR�S) JW FFI1DFIt _ ro ss0e IEIMLW E, CO 80510 (M) 46 N510D EIOSTRO RC 24'3 WKIM 1b 1ao 50 200 FEET .k- X---CCC 8 ' NEY FOP. r, r�nsnri� 1 1 1 y * NEW E.O.P. * �t T BON VWLC CONTRI L TO KEI EOWN Sol 14.71tT TO 1 ♦� LT. � -0 RELOu1E POKER POtE ,( OF FILL % In / i # TANRE i1�TOP OF CUr / 3r PPE To Rum` TOI W #0 WATER YE DDA RDAMM SN 14 SEA 114 ACCES ROAD PART ACCESS RMD FEPMam DTI Underground Electric (TEA) General location of caisson & pierwall Work NOTE: The information shown -on this drawing concerning type and r locatoin of underground and other utilities is. not guaranteed to be accurate or all inclusive. The Contractor. is responsiblefor making all determinations as to the type and location of underground and other utilities as may be. necessary to avoiddamage thereto. Underground Elec O ACCESS ROAD ------------------------- i 1 � w \ Aoroximate Limits of — Drilled Caisson — C.I.P. Pier Headwall Reinforcing Steel (epoxy coated) — Remove & Reset Guardrail /Caisson 8- dia. R. & R. asphalt paving w/ asphalt curb —Possible closure location for traffic control 0 0 1: gill i - SH 14 5NEET 3 / 4