Addendum 3.pdf

PROPOSAL

Addendum 3 Proposal – Page 1

TO: The Honorable Mayor and Board of Commissioners The City of Enid, Garfield County, Oklahoma

Gentlemen:

Pursuant to the notice inviting proposals, the undersigned bidder herewith submits his proposal.

He declares he has carefully examined the Plans, Specifications and forms of Contract and bonds as set forth in the proceedings for:

Ames Raw Water Transmission Main Rehabilitation

Creek Crossing (Turkey and Spring) W-2114C1 and that he has reached a full understanding of everything required on said Plans and Specifications, and that he has informed himself as to the kind and quantities of various materials to be furnished and/or the nature and location of the work to be done, and all other matters affecting the work.

The undersigned bidder proposes and agrees that if his proposal is accepted, to enter into contract with THE CITY OF ENID, on forms prescribed, with approved sureties, within seven (7) days, after notice of award to execute the Contract, and to furnish to the City a satisfactory Performance and Statutory Bond in the sum of 100% of the contract price, guaranteeing the faithful performance of the work and payment of bills.

To do any extra work not covered by the following schedule of prices or stipulated lump sum price which may be ordered by the Engineer and to accept as full compensation therefor such prices as may be agreed upon in writing by the Engineer and the Contractor in accordance with Section 108.04 of the General Provisions.

It is further agreed that the Contractor shall begin the work on the date as provided in these Specifications and to prosecute said work in such a manner as to complete all work contracted for within the number of calendar days submitted in the bid.

The Contractor shall take out and maintain public liability and OCP insurance in accordance with Section

106.25 of the General Provisions of the Specifications. A copy of said Specifications is now on file in the Office of the City Clerk of the City of Enid.

Upon completion of the Contract, the Contractor shall furnish to the City a satisfactory Maintenance Bond in the amount of 100% of the final contract price, guaranteeing the maintenance of the work for a period of THREE (3) years after acceptance by the City.

Accompanying this proposal is a proposal guaranty for 5% of the total bid, payable to the CITY OF ENID, OKLAHOMA, which is to be forfeited, as liquidated damages, if, in the event that this proposal is accepted, the undersigned shall fail to execute the contract and furnish satisfactory contract bond under the conditions and within the time specified in this proposal. Otherwise said proposal guaranty is to be returned to the undersigned.

Project Name: Ames Raw Water Transmission Main Rehabilitation – Creek Crossing (Turkey and Spring) Project No.: W-2114C1

Addendum 3 Proposal – Page 2

WATERLINE BASE BID QUANTITIES

Line No. Bid Item Description Quantity Unit Unit Price Extended Price

1 Mobilization 1 LS

2 Bonds & Insurance 1 LS

3 Construction Staking / As-Built 1 LS

4 Ductile Iron Fittings 10 EA

5 24" Valve and Apparatus, Materials 4 EA

24" Valve and Apparatus, Installation and Complete in Place 4 EA

7 Trench and Backfill 2347 LF

8 Restoration 1 LS

9 Manholes 4 EA

10 Pressure Testing, Complete in Place 1 LS

11 3” Crusher Run* 54 TON

Base Bid Total

Contract Time (Calendar Days)

Total Base Bid in Words:

Addendum 3 Proposal – Page 3

WATERLINE (OPTION A - DUCTILE IRON)

A-1 24" Ductile Iron Pipe, CL50, Restrained Joint, Material (By Boring) 2220 LF

A-2

24" Ductile Iron Pipe, CL50, Restrained Joint, Installation by Boring, Complete in Place

LF

A-3 24" Ductile Iron Pipe, CL50, Restrained Joint, Material (By Open Trench) 2347 LF

A-4

24" Ductile Iron Pipe, CL50, Restrained Joint, Installation by Trench & Fill, Complete in Place 2347 LF

A-5

Joint, Material (By Boring) – Imo Rd 100 LF

A-6

24" Ductile Iron Pipe, CL50, Restrained Joint, Installation by Boring, Complete in Place – Imo Rd 100 LF

Addendum 3 Proposal – Page 4

WATERLINE (OPTION B - HDPE)

B-1 30" C906 HDPE Pipe, DIPS, DR-11, Material (By Boring) 2220 LF

B-2 30" C906 HDPE Pipe, DIPS, DR-11, Installation by Boring, Complete in Place 2220 LF

B-3 30" C906 HDPE Pipe, DIPS, DR-11, Material (By Open Trench) 2347 LF

B-4

30" C906 HDPE Pipe, DIPS, DR-11, Installation by Trench & Fill, Complete in Place 2347 LF

B-5

Joint, Material (By Boring) – Imo Rd 100 LF

B-6

24" Ductile Iron Pipe, CL50, Restrained

B-7 HDPE to DIP Transition Coupling 2 EA

Addendum 3 Proposal – Page 5

WATERLINE (OPTION C – Fusible PVC)

C-1 24" Fusible PVC, DR-14, Material (By Boring) 2220 LF

C-2 24" Fusible PVC, DR-14, Installation by Boring, Complete in Place 2220 LF

C-3 24" Fusible PVC, DR-14, Material (By Open Trench) 2347 LF

C-4

24" Fusible PVC, DR-14, Installation by Trench & Fill, Complete in Place, 6 FT Cover 2347 LF

C-5

Joint, Material (By Boring) – Imo Rd 100 LF

C-6

24" Ductile Iron Pipe, CL50, Restrained

Addendum 3 Proposal – Page 6

A Bidder's Bond, Certified or Cashier's Check is enclosed in the amount of $______________, as required.

STATE OF )

) SS:

COUNTY OF )

___________________________________; of lawful age, being first duly sworn, upon his oath, deposes and says, that he executed the accompanying bid on behalf of the bidder named therein for the construction of the above improvement in THE CITY OF ENID, OKLAHOMA, that he had lawful authority so to do and that the bidder has not been a party to any collusion among bidders in restraint of freedom of competition by agreement to bid at a fixed price or to refrain from bidding; or with any State or City official or employee as to quantity, quality, or price in the prospective contract, or any other terms of said prospective contract; or in any discussions between bidders and any State or City officials concerning exchange of money or other thing of value for special consideration in the letting of a contract; said bidder has neither directly nor indirectly entered into any agreement, express or implied, with any bidder or bidders, having for its object the controlling of the price or amount of such bid or bids, the limiting of the bids or bidders, the parceling or farming out to any bidder or bidders, or other persons of any part of the contract or any part of the profits thereof and that he has not and will not divulge the sealed bid on such public improvement to any person whatsoever, except those having a partnership or other financial interest with him in said bid or bids, until after the sealed bid or bids are opened.

If partnership, give name and address of each partner

By:

Address:

Incorporated under the laws of the State of:

Subscribed and sworn to before me this _____ day of _______________________, 20____.

Notary Public

(SEAL)

My Commission Expires:

PAY QUANTITY NOTES:

1. Payment for pipe shall be per linear foot as bid for each method and size installed, and shall include trenching or boring, bedding, pipe, restraint devices, thrust blocking, tracer wire, warning tape, backfill, clean-up, flushing, connections to existing main, abandonment of existing lines, plugging existing mains, hard material excavation, and incidentals required for complete installation. Measurement of pipe shall be per plan quantity with no deductions for valves or fittings. If contractor chooses to bore paved areas for ease of installation, payment shall be made based on plan quantities.

2. Payment for "gate valve w/ box" shall be at unit price for each size installed in pipe line, and includes installation of valve, box, blocking, fittings, adapters, excavation and backfill. Altitude valves, creek crossings, check meters, etc. Shall be included in unit price for those items. Where feasible, set valves tight against fitting and restrain with swivel adapters or foster adapter.

3. Payment for fire hydrants shall be at unit price per hydrant installed and shall include excavation and backfill, hydrant assembly, gate valve and box, connection to water line, crushed rock blocking, restraint devices, testing and disinfection, and incidentals required for complete installation. No additional payment will be made for fire hydrant barrel extensions.

4. Payment for weight of fittings shall be based on the provided fitting schedule. All compact ductile iron fittings shall be MJ restrained joint type fittings conforming to ANSI/AWWA c-153/a21.53. The contractor's bid price for fittings shall include costs of all bolts, glands, gaskets, concrete anchors for thrust restraint, tension rods, metal harnessing, clamps, lugs, or other anchoring devices. No additional weight will be added to include the noted appurtenances. See provided fittings schedule for additional details.

5. All work not classified as a "pay item" shall be considered incidental construction, the cost of which shall be included in the cost of other bid items.

6. The cost of removal of any existing pipe, valves, etc. Shall be included in the bid price for other items unless a unit price is provided in the proposal.

7. Payment for S.Y. of asphalt and concrete repair shall be made based upon the quantity measured in place.

8. All testing shall be the responsibility of the contractor. Contractor shall provide all materials and equipment necessary to conduct the tests, and shall pay all laboratory fees.

Abbreviations L.S. Long Service S.S. Short Service R.O.W. Right of Way S.S.W.L. Sanitary Sewer Water Line STA. Station W.L. Water Line O.N.G Oklahoma Natural Gas MIN. Minimum P.C.C. Portland Cement Concrete S.F. Square Feet F.O AT&T Fiber Optic F.H. Fire Hydrant

Abbreviations S.L. Sewer Line TYP. Typical

AutoCAD SHX Text 401 West Owen K. Garriott Road

AutoCAD SHX Text P.O. Box 1768

AutoCAD SHX Text Enid, Oklahoma 73702

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REVISIONS

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AutoCAD SHX Text The City Of Enid

AutoCAD SHX Text Tele: (580) 234-0400 Fax: (580) 234-8946

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AutoCAD SHX Text Murali Katta, P.E., Director of Engineering

AutoCAD SHX Text Tam Nguyen, Project Engineer

AutoCAD SHX Text Jason Unruh, P.E., City Engineer

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TN

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TN

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MK

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QUANTITY

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WL-004

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WHEAT CAPITAL ROAD

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ENID, OKLAHOMA

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REV 1

AutoCAD SHX Text 05/24/2024

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UPDATED BID QUANTITIES

AutoCAD SHX Text W-2114C1

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MAY 2024

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AMES RAW WATER

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TRANSMISSION MAIN

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REHABILITATION

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(TURKEY AND SPRING)

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CREEK CROSSING

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