Sample. Bid Proposal. Not Valid for Use

Size: px

Start display at page:

Download "Sample. Bid Proposal. Not Valid for Use"

Thomasine Curtis
5 years ago
Views:

1 BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting of an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instructions Invitations to Bidders, the undersigned proposes to furnish all labor materials as specified, perform the work required for the construction of pipeline appurtenances, San Antonio Water System Water Job Number Sewer Job Number in accordance with the Plans Specifications for the following prices to wit: Base Bid SAWS JOB NO (WATER) Item No. Description & LF Remove Concrete Curb, per linear foot 106 Remove Sidewalks & Driveways, per square foot 413 Flowable Fill, per cubic yard SF Concrete Curb, Gutter, Concrete Curb Gutter, per linear foot 502 Concrete Sidewalks, per square yard CY 26 _ 511 Asphalt Treated Base (10 Compacted Depth), per square yard 550 Trench Protection, per linear foot LF 4 SY 2 SY 260 LF 415 5/1/2013 BP 1

2 Item No. Description & LF PVC Waterline (Restrained), per linear foot _ PVC Waterline (Restrained), per linear foot LF 35 _ 824 Relay ¾ Short Service, per each 824 Relay ¾ Long Service, per each EA Relay 2 Short Service, per each Gate Valve, per each Gate Valve, per each 833 Existing Meter & Meter Box Relocation, per each _ EA 6 _ 833 New Meter Box, per each EA 6 _ 834 Fire Hydrant, per each _ 5/1/2013 BP 2

3 Item No. Description & TON Pipe Fittings, All Sizes & Types, per ton _ Water Tie-Ins, per each EA 2 _ Water Tie-Ins, per each 841 Hydrostatic Testing, per each Blow-off, Temporary, per each Management of Impacted Soils (4100.2), per cubic yard Transportation to Disposal Facility (4100.4), per cubic yard Lfill Disposal (4100.6), per cubic yard EA 2 CY 320 CY 320 _ Removal, Storage & Treatment of Water (4300.2), per gallons per minute CY 320 _ Removal, Storage & Treatment of Water (4300.4), per gallons per minute GPM 5 GPM 5 5/1/2013 BP 3

4 Item No. Description & Disposal of Impacted Water (4300.6), per gallons per minute GPM 5 _ Testing of Water for Lead (4300.7), per each _ Testing of Water for Arsenic (4300.8), per each Testing of Water for Dissolved Oxygen (4300.9), per each Testing of Water for Total Suspended Solids ( ), per each Development of Site Specific Health Safety Plan (4400.1), per lump sum Development of the Waste Management Plan (4500.1), per lump sum _ Environmental Oversight Implementation (4500.2), per hour SUBTOTAL SAWS JOB NO (WATER) HR 40 _ $ 5/1/2013 BP 4

5 SAWS JOB NO (SEWER) Item No. Description & 413 Flowable Fill, per cubic yard CY 184 _ 511 Asphalt Treated Base (10 Compacted Depth), per square yard 550 Trench Protection, per linear foot PVC Gravity Sanitary Sewer Pipe (SDR , 160 PSI) (0-10 Cut) (Temporary Diversion), per linear foot SY 951 LF 1, PVC Gravity Sanitary Sewer Pipe (SDR , 160 PSI) (0-10 Cut), per linear foot Restrained Joint PVC C900 DR-25 Air Bypass, per linear foot LF 198 LF Restrained Joint PVC C905 DR-18 Sanitary Sewer Pipe Siphon, per linear foot Fusible PVC C905 Sanitary Sewer Siphon, per linear foot LF 186 LF 176 LF 358 _ 5/1/2013 BP 5

6 Item No. Description & PVC Sanitary Sewer Pipe ASTM F-679 (Temporary Diversion), per linear foot LF 449 _ PVC Sanitary Sewer Pipe ASTM F-679 (PVC), per linear foot LF Siphon Box (SB1), per each 850 Siphon Box (SB2), per each Sq. Sanitary Sewer Doghouse Manhole (0-6 ), per each 852 Sanitary Sewer Manhole (0-6 ), per each 852 Extra Depth Manholes (greater than 6 ), per vertical foot EA Sanitary Sewer Fiberglass T-Base Manhole (0-6 ), per each EA 4 VF Sanitary Sewer Laterals SDR , 160 PSI, per linear foot EA 2 LF 270 5/1/2013 BP 6

7 Item No. Description & 854 Service Lateral Cleanout, per each 2 _ Carrier Pipe (Restrained Joint PVC Joint C-900 DR-25, per linear foot LF Carrier Pipe (Restrained Joint PVC C-905 DR- 18), per linear foot Carrier Pipe (Fusible PVC C-905), per linear foot Steel Casing, per linear foot Steel Casing, per linear foot LF 210 LF Jacking Boring - 54 Casing (30-40 Depths), per linear foot LF 210 LF 210 _ 856 Jacking Boring 60 Casing (30 40 Depths), per linear foot LF 210 _ 862 Abonment of Sanitary Sewer Main (8 or greater), per linear foot LF 210 LF 227 5/1/2013 BP 7

8 Item No. Description & 864 Bypass Pumping (8-36 ), per lump sum _ 866 Sewer Main Pre-Television Inspection (36 ), per linear foot LF Sewer Main Post-Television Inspection (36 ), per linear foot 2002 Odor Control Set-up Removal 2002 Odor Control Equipment Rental 2002 Odor Control Biochemical Solution LF 2, Dewater, Clean, Remove Backfill of Temporary Diversion (8 or greater), per linear foot $ X X X X $ X X X X $ X X X X Management of Impacted Soils (4100.1), per cubic yard Transportation to Disposal Facility (4100.3), per cubic yard LF 552 CY 1,284 CY 1,284 _ 5/1/2013 BP 8

9 Item No. Description & Lfill Disposal (4100.5), per cubic yard CY 1,284 _ Removal, Storage & Treatment of Water (4300.1), per gallons per minute GPM Removal, Storage & Treatment of Water (4300.3), per gallons per minute Disposal of Impacted Water (4300.5), per gallons per minute Testing of Water for Lead (4300.7), per each GPM Testing of Water for Arsenic (4300.8), per each Testing of Water for Dissolved Oxygen (4300.9), per each GPM Testing of Water for Total Suspended Solids ( ), per each _ 5/1/2013 BP 9

10 Item No. Description & Development of Site Specific Health Safety Plan (4400.1), per lump sum _ Development of the Waste Management Plan (4500.1), per lump sum Environmental Oversight Implementation (4500.2), per hour SUBTOTAL SAWS JOB NO (SEWER) HR 200 $ Traffic Control Bid Items Item No. Description & 530 Barricades, Signs, Traffic Hling, per lump sum SUBTOTAL TRAFFIC CONTROL BID ITEMS $ Bid Summary SUBTOTAL SAWS JOB NO (WATER): $ SUBTOTAL SAWS JOB NO (SEWER): $ SUBTOTAL TRAFFIC CONTROL: $ _ LINE ITEM A SUBTOTAL BASE BID (WATER, SEWER, & TRAFFIC CONTROL) $ 5/1/2013 BP 10

11 Mobilization & Prep Right-of-Way Items Item No. Description & 100 Mobilization Percent of the Line Item A Subtotal Base Bid written in words Lump Sum 1 Percent (Maximum of 10% of the Line Item A Subtotal Base Bid amount) $ XXXXXXXX 101 Preparing R.O.W. Percent of the Line Item A Subtotal Base Bid written in words Percent (Maximum of 5% of the Line Item A Subtotal Base Bid amount) Lump Sum 1 $ XXXXXXXX Mobilization lump sum bid shall be limited to a maximum 10% of the Line Item A Sub-total Base Bid amount. Preparing Right-of-Way lump sum bid shall be limited to a maximum of 5% of the Line Item A Sub-total Base Bid amount. The Line Item A Sub-total base bid is defined as all bid items EXCLUDING Item 100, Mobilization Item 101, Preparing Right-of-Way. In the event of a discrepancy between the written percentage dollar amount shown for Mobilization Preparation of ROW bid items the written percentage will govern. If the percentage written exceeds the allowable maximum stated for mobilization or preparation of ROW, SAWS reserves the right to cap the amount at the percentages shown adjust the extensions of the bid items accordingly. TOTAL BID AMOUNT (Line Item A, Mobilization & Preparing Right-of-Way) AND The Contractor herein acknowledges receipt of the following: Addendum Nos. $ CENTS DOLLARS AND BIDDER S SIGNATURE & TITLE FIRM S NAME (TYPE OR PRINT) FIRM S ADDRESS FIRM S PHONE NO. /FAX NO. FIRM S ADDRESS 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, to complete the Project within 240 calendar days after the start date, as set forth in the Authorization to Proceed. The bidder understs accepts the provisions of the contract Documents relating to liquidated damages of the project if not completed on time. Complete the additional requirements of the Proposal which are included on the following pages. 5/1/2013 BP 11

12 Statement of Bidder s Experience BIDDER S EXPERIENCE In order to make a responsive Bid, the Bidder (Prime Contractor) must provide evidence of being a responsible bidder by providing a minimum of three (3) successfully completed Jacking Boring projects. The Bidder must have successfully completed three projects with similar size (48 inches or larger) similar scope of work. A successfully completed project is considered as a project that did not involve the contractor defaulting on the contract, was completed within the contract time incurred zero (0) owner claims. Contractor should reference projects that included Jacking Boring work on either sanitary sewer or water lines with a minimum diameter of forty-eight (48) inches under the San Antonio River. Data given must be clear comprehensive. Include specific project name, facility owner telephone number, total length of installed water/sanitary sewer lines, total contract amount, as presented below. San Antonio Water System in determining the responsible bidder will approve the Bid based on low cost on Bidder s demonstrated experience ability to perform the work. Project Name Facility Owner (tel. #) Length Size of Mains Installed Construction Completion Date Contract Amount The signed Bidder Experience Form any required supplemental information must be submitted with this Proposal for the Bidder to be considered: Contractor By Title Date 5/1/2013 BP 12

13 PROPOSAL CERTIFICATION Accompanying this proposal is a Bid Bond or Certified or Cashier's Check on a State or National Bank payable to the Order of the San Antonio Water System for dollars ( ), which amount represents five percent (5%) of the total bid price. Said bond or check is to be returned to the bidder unless the proposal is accepted the bidder fails to execute file a contract within 10 calendar days after the award of the Contract, in which case the check shall become the property of said San Antonio Water System, shall be considered as payment for damages due to delay other inconveniences suffered by said San Antonio Water System due to the failure of the bidder to execute the contract. The San Antonio Water System reserves the right to reject any all bids. It is anticipated that the Owner will act on this proposal within 60 calendar days after the bid opening. Upon acceptance award of the contract to the undersigned by the Owner, the undersigned shall execute stard San Antonio Water System Contract Documents make Performance Payment Bonds for the full amount of the contract within 10 calendar days after the award of the Contract to secure proper compliance with the terms provisions of the contract, to insure guarantee the work until final completion acceptance, the guarantee period stipulated, to guarantee payment of all lawful claims for labor performed materials furnished in the fulfillment of the contract. It is anticipated that the Owner will provide written Authorization to Proceed within 30 days after the award of the Contract. The Contractor hereby agrees to commence work under this Contract within seven (7) calendar days after issuance by the SAWS of the written Authorization to Proceed. Under no circumstances shall the work commence prior to Contractor's receipt of SAWS issued, written Authorization to Proceed. Work shall be completed in full within consecutive calendar days. The undersigned certifies that the bid prices contained in the proposal have been carefully checked are submitted as correct final. In completing the work contained in this proposal the undersigned certifies that bidder's practices policies do not discriminate on the grounds of race, color, religion, sex or national origin that the bidder will affirmatively cooperate in the implementation of these policies practices. Please return bidder's check to: Signed: Company Representative Company Name Address Company Name Address Rev. 01/13 PC-1

2010 IDC WATER AND SEWER CONSTRUCTION PACKAGE III 12/11/2009 SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B RA

2010 IDC WATER AND SEWER CONSTRUCTION PACKAGE III 12/11/2009 SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B RA BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and