Job No. 12-0101 Solicitation No. B-12-013-MR BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting of and an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction and Invitations to Bidders, the undersigned proposes to furnish all labor, materials, and equipment as specified and required to perform street maintenance construction and required appurtenances for the San Antonio Water System (SAWS) in accordance with the Plans and Specifications for the Annual 2012 Asphalt Overlay Work Order Construction Contract, Job No. 12-0101. The undersigned acknowledges and understands that all projects are unspecified at the time of bidding, all quantities are estimated, and it is the intent of this proposal and the quantities herein to establish a unit price for various line items to be paid the Contractor by SAWS on an annual basis. No change in the unit price will be made, regardless of the actual quantity of the item of work performed. The work will be performed for the following prices to wit: 100.1 6 EA Emergency Mobilization (24-Hour Response); 100.2 250 EA Small Project Mobilization (900SF or less); 104 300 C.Y. Excavation; per Cubic Yard BP-1
200 300 C.Y. Flexible Base (Compacted in place); per Cubic Yard 202.1 400 GAL. Prime Coat; per Gallon 203.1 27,577 GAL. Tack Coat; per Gallon 204.1 5,000 S.Y. One Course Surface Treatment; 205.3A 750 S.Y. Hot Mix Asphaltic Pavement Type C (2 Compacted Depth); 205.3B 42,000 S.Y. Hot Mix Asphaltic Pavement Type C (3 Compacted Depth); BP-2
205.4A 233,770 S.Y. Hot Mix Asphaltic Pavement Type D (2 Compacted Depth) 205.4B 750 S.Y. Hot Mix Asphaltic Pavement Type D (3 Compacted Depth) 206 450 C.Y. Asphalt Treated Base (Compacted in place); per Cubic Yard 207.1 1,800 S.Y. Single Course Bituminous Slurry Seal; 208.2 16,495 C.Y. Milling of Asphaltic Concrete Pavement (Salvaging, Hauling, and Stockpiling Reclaimable Asphaltic Pavements); per Cubic Yard 257.1 400 S.Y. Replacing Base and Pavement with Asphalt Treated Base and Pavement (2 HMAC Type D over 6 ATB); BP-3
257.2 850 S.Y. Replacing Base and Pavement with Asphalt Treated Base and Pavement (2 HMAC Type D over 8 ATB); 257.3 1,300 S.Y. Replacing Base and Pavement with Asphalt Treated Base and Pavement (3 HMAC Type C over 10 ATB); 530.1 903 EA. Barricades, Signs, and Traffic Handling; 530.2 40 HR Police Officer (Maximum Bid of $45.00 per HR); per Hour 535.01 15,400 L.F. Hot Applied Thermoplastic Pavement Markings (4 Wide Yellow Line); BP-4
535.02 6,000 L.F. Hot Applied Thermoplastic Pavement Markings (4 Wide White Line); 535.03 175 L.F. Hot Applied Thermoplastic Pavement Markings (8 Wide Yellow Line); 535.04 175 L. F. Hot Applied Thermoplastic Pavement Markings (8 -Wide White Line); 535.05 175 L.F. Hot Applied Thermoplastic Pavement Markings (12 Wide White Line); 535.06 75 L.F. Hot Applied Thermoplastic Pavement Markings (16 Wide White Line); BP-5
535.07 1,200 L.F. Hot Applied Thermoplastic Pavement Markings (24 Wide White Line); 535.08 3 EA. Hot Applied Thermoplastic Pavement Markings (Right White Arrow); 535.09 15 EA. Hot Applied Thermoplastic Pavement Markings (Left White Arrow); 535.10 3 EA. Hot Applied Thermoplastic Pavement Markings (Comb. Thru Right White Arrow); 535.11 3 EA. Hot Applied Thermoplastic Pavement Markings (Comb. Thru Left White Arrow); BP-6
535.12 5 EA. Hot Applied Thermoplastic Pavement Markings (Word ONLY ); 535.13 3 EA. Hot Applied Thermoplastic Pavement Markings (Straight White Arrow); 535.14 1 EA. Hot Applied Thermoplastic Pavement Markings (Railroad Crossing Symbol, including two R s, crossbuck and 3 transverse bars); 535.15 2 EA. Hot Applied Thermoplastic Pavement Markings (Wheelchair Sign); 535.16 1 EA. Hot Applied Thermoplastic Pavement Markings (Bicycle Rider Symbol); BP-7
537 1,100 EA. Raised Pavement Markers (all types); 688.1 750 LF. Vehicle Loop Detectors (Saw Cut); 826 15 EA. Valve Box Adjustment; 851 5 EA. Adjust Existing Manholes; 1000 3,000 SY Geogrid Reinforcement; BP-8
1010 375 SF Painting Concrete Curbs; per Square Foot 3001.1 200 GAL Utra-Thin Bonded Hot Mix Wearing Course (Membrane) (Type A); per Gallon 3001.2 2 TON Utra-Thin Bonded Hot Mix Wearing Course (Asphalt) (PG 64-22) (Type A); per Ton 3001.3 30 TON Utra-Thin Bonded Hot Mix Wearing Course (Aggregate) (SAC A) (Type A); per Ton 8970.1 3 EA. VIVDS Processor System 1 channel; BP-9
8970.1 3 EA. VIVDS Processor System 2 channel; 8970.2 6 EA. VIVDS Camera Assembly; 8970.3 6 EA. VIVDS Set-up System; 8970.4 750 LF VIVDS Communication Cable (Coaxial); BP-10
TOTAL BID $ DOLLARS AND CENTS BIDDER'S SIGNATURE & TITLE FIRM'S NAME(TYPE OR PRINT) FIRM'S ADDRESS FIRM S PHONE NO./FAX NO. FIRM S EMAIL ADDRESS The Contractor herein acknowledges receipt of the following: Addendum Nos. OWNER RESERVES THE RIGHT TO ACCEPT THE OVERALL MOST RESPONSIBLE BID. The bidder offers to construct the Project in accordance with the Contract Documents for the contract price, and to complete the Project within 365 days from the notice to proceed date or until funds are exhausted from the contract, as set forth in the Authorization to Proceed. The bidder understands and accepts the provisions of the contract Documents relating to liquidated damages of the Project if not competed on time. Special Items are included in the SPECIAL CONDITIONS. Complete the additional requirements of the Proposal, which are included on the following pages. BP-11