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Project: Bridge Rehabilitation 120th St Over Coal Creek Contractor:
Design Professional: RockSol Consulting Group, Inc.
Total Cost:
Term: 60 Working Days
Project: 2001 City Street Improvement Project Contractor:
Design Professional: Andi Staley Total Cost:
Term:
Acct. or P.O. #: 34-301-9321 Bond No.:
CONTRACTOR’S BID
I. The following Proposal is hereby made to:
City of Lafayette 1290 S. Public Road Lafayette, Colorado 80026
II. STIPULATED AMOUNT
The undersigned hereby propose and agree to furnish all the necessary labor, material, equipment, tools, and services necessary for the construction of the Bridge Rehabilitation 120th St Over Coal Creek for the City of Lafayette all in accordance with the Contract Documents prepared by the City of Lafayette Department of Public Works for the following stipulated amount: Dollars and Cents ($ ), based on unit prices.
III. KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUMENTS
The undersigned has examined the location of the proposed work, as well as Contract Documents and is familiar with the local conditions present where the work is to be performed.
IV. PROPOSAL GUARANTY
The Proposal Guaranty attached, without endorsement, in the sum of not less than five percent (5%) of the amount of the Proposal, is furnished to the CITY as a guarantee that the Agreement will be executed and a Performance Bond and a Payment Bond will be furnished within five (5) Business Days after award of the Contract to the undersigned, or that the undersigned will pay to the CITY the difference between the stipulated amount of this Contractor’s Bid and such larger amount for which the CITY may in good faith contract with another party to perform the work covered by this Proposal, provided that such payment shall be limited to the amount of the Proposal Guaranty.
V. EXECUTION OF AGREEMENT AND FURNISHING BONDS
Within fifteen (15) Business Days after being awarded the Contract, the undersigned agrees to execute the form of Agreement included in Contract Documents, and to furnish a Performance Bond and Payment Bond, both in an amount equal to one hundred percent (100%) of the Contract amount on the forms provided in these documents.
VI. ADDENDA
The undersigned hereby acknowledges receipt of the following Addenda:
Addendum No.
Dated
VII. BID SCHEDULE
City of Lafayette – Bridge Rehabilitation 120th St Over Coal Creek
CDOT 25517
CONSTRUCTION BID SCHEDULE
| Item No. |
| Contract Bid Item |
| Unit |
| Quantity |
| Unit Cost |
| Total Cost |
| 201-00000 |
| Clearing and Grubbing |
| LS |
| 1 |
| 202-00200 |
| Removal of Sidewalk |
| SY |
| 20 |
| 202-00220 |
| Removal of Asphalt Mat |
| SY |
| 280 |
| 202-00250 |
| Removal of Pavement Marking |
| SF |
| 20 |
| 202-00425 |
| Removal of Bridge Railing |
| LF |
| 94 |
| 202-00495 |
| Removal of Portions of Present Structure |
| LS |
| 1 |
| 202-01130 |
| Removal of Guardrail Type 3 |
| LF |
| 110 |
| 203-01597 |
| Potholing |
| HOUR |
| 8 |
| 206-00000 |
| Structure Excavation |
| CY |
| 14 |
| 206-00200 |
| Structure Backfill (Class 2) |
| CY |
| 14 |
| 208-00002 |
| Erosion Log Type 1 (12 Inch) |
| LF |
| 300 |
| 208-00020 |
| Silt Fence |
| LF |
| 150 |
| 208-00035 |
| Aggregate Bag |
| LF |
| 150 |
| 208-00046 |
| Pre-fabricated Concrete Washout Structure (Type I) |
| EACH |
| 2 |
| 208-00075 |
| Pre-fabricated Vehicle Tracking Pad |
| EACH |
| 1 |
| 208-00103 |
| Removal and Disposal of Sediment (Labor) |
| HOUR |
| 24 |
| 208-00105 |
| Removal and Disposal of Sediment (Equipment) |
| HOUR |
| 24 |
| 208-00106 |
| Sweeping (Sediment Removal) |
| HOUR |
| 80 |
| 210-00825 |
| Reset Flashing Beacon |
| EACH |
| 1 |
| 211-03005 |
| Dewatering |
| LS |
| 1 |
| 212-00032 |
| Soil Conditioning |
| ACRE |
| 0.1 |
| 212-00706 |
| Seeding (Native) Drill |
| ACRE |
| 0.1 |
| 213-00012 |
| Spray-On Mulch Blanket |
| ACRE |
| 0.1 |
| 304-06000 |
| Aggregate Base Course (Class 6) |
| TON |
| 27 |
| 403-00720 |
| Hot Mix Asphalt (Patching) (Asphalt) |
| TON |
| 30 |
| 403-34742 |
| Hot Mix Asphalt (Grading SX)(75)(PG 64-22) |
| TON |
| 131 |
| 509-08100 |
| Provide Temporary Support |
| LS |
| 1 |
| 515-00120 |
| Waterproofing (Membrane) |
| SY |
| 178 |
| 601-03030 |
| Concrete Class D (Box Culvert) |
| CY |
| 63 |
| 601-40300 |
| Structural Concrete Coating |
| SY |
| 506 |
| 602-00020 |
| Reinforcing Steel (Epoxy Coated) |
| LB |
| 27,806 |
| 603-01185 |
| 18 Inch Reinforced Concrete pipe (Complete in Place) |
| LF |
| 60 |
| 606-01370 |
| Transition Type 3G |
| EACH |
| 1 |
| 606-01380 |
| Transition Type 3H |
| EACH |
| 2 |
| 606-01385 |
| Transition Type 3J |
| EACH |
| 1 |
| 606-01390 |
| End Anchorage Type 3K |
| EACH |
| 1 |
| 606-01402 |
| Transition Type BR10B-GR3 |
| EACH |
| 4 |
| 606-02003 |
| End Anchorage (Nonflared) |
| EACH |
| 2 |
| 606-11035 |
| Bridge Rail Type 10 MASH |
| LF |
| 94 |
| 607-11525 |
| Fence (Plastic) |
| LF |
| 250 |
| 608-00006 |
| Concrete Sidewalk (6 Inch) |
| SY |
| 24 |
| 608-00015 |
| Detectable Warnings |
| SF |
| 40 |
| 614-85001 |
| Impact Attenuator |
| EACH |
| 1 |
| 620-00020 |
| Sanitary Facility |
| EACH |
| 1 |
| 625-00000 |
| Construction Surveying |
| LS |
| 1 |
| 626-00000 |
| Mobilization |
| LS |
| 1 |
| 627-00008 |
| Modified Epoxy Pavement Marking |
| GAL |
| 6 |
| 627-30210 |
| Thermoplastic Pavement Marking (Xwalk-Stop Line) |
| SF |
| 100 |
| 630-00000 |
| Flagging |
| HOUR |
| 600 |
| 630-00007 |
| Traffic Control Inspection |
| DAY |
| 24 |
| 630-00012 |
| Traffic Control Management |
| DAY |
| 65 |
| 630-80335 |
| Barricade (Type 3M-A) (Temporary) |
| EACH |
| 12 |
| 630-80340 |
| Pedestrian Barricade (ADA) |
| LF |
| 120 |
| 630-80341 |
| Construction Traffic Sign (Panel Size A) |
| EACH |
| 44 |
| 630-80342 |
| Construction Traffic Sign (Panel Size B) |
| EACH |
| 7 |
| 630-80355 |
| Portable Message Sign Panel |
| EACH |
| 2 |
| 630-80360 |
| Drum Channelizing Device |
| EACH |
| 20 |
| 630-80370 |
| Barrier (Temporary) |
| LF |
| 48 |
| 630-80380 |
| Traffic Cone |
| EACH |
| 50 |
| 630-85010 |
| Impact Attenuator (Temporary) |
| EACH |
| 2 |
| 700-70010 |
| F/A Minor Contract Revisions |
| FA |
| 1 |
| $50,000.00 |
| $50,000.00 |
Total:
VII. CONTRACT TIME
All work shall be completed by within sixty (60) working days after the issuance of the Notice to Proceed. The CITY anticipates issuance of the Notice to Proceed within thirty (30) calendar days from the date of the Notice of Award.
Furthermore, the CONTRACTOR agrees that failure to complete the Contract within the time proposed, including any extension thereof, shall be considered a breach of the Contract, and entitles the CITY to liquidated damages as specified in Article 3 of the Construction Contract.
VIII. OWNER'S RIGHT RESERVED
The undersigned understands that the OWNER reserves the right to reject any or all Proposals and to waive any formality or technicality in any Proposal in the interest of the OWNER.
IX. THE ABOVE PROPOSAL IS HEREBY RESPECTFULLY SUBMITTED BY:
CONTRACTOR
Business Name an individual, a Colorado corporation, a Colorado partnership, a Colorado limited liability company, a _______________________, as independent contractor.
Business Address
City State Zip Code
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