S-2001C_Addendum_No.1.pdf

Proposal

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:

2020 Sanitary Sewer Point Repair Program

S-2001C 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 Notice to Proceed shall become effective within 60 calendar days of the bid opening. The Proposal can be obtained in Microsoft Excel format by emailing a request to the Project Engineer.

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 the period specified on the bond form. This period will commence after acceptance by the Mayor and Board of Commissioners.

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.

Addendum No. 1

ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL COST

1. Bonds and Insurance 1 LUMS

2. Remove & Replace 4'-6' Wood Fence 360 LF

3. Remove & Replace 4'-5' Chain Fence 278 LF

4. Removal of Existing Manhole 5 EA

5. Pavement Repair, Concrete (Driveways & Parking Lots) 140 SY

6. Pavement Repair, Asphalt (Driveways & Parking Lots) 60 SY

7. Pavement Repair (Sidewalks) 60 SF

8. Remove & Replace Pavement (Street & Alleys) 173 SY

9. Trench & Backfill 0'-6' 849 LF

10. Trench & Backfill 6'-8' 822 LF

11. Trench & Backfill 8'-10' 417 LF

12. Trench & Backfill 10'-12' 162 LF

13. Trench & Backfill 12'-14' 36 LF

14. Trench & Backfill 14'-16' 36 LF

15. Trench & Backfill 16-'18' 36 LF

16. Trench & Backfill 18'-20' 36 LF

17. Trench & Backfill 20'-22' 36 LF

18. Trench & Backfill 22'-24' 36 LF

19. Trench & Backfill 24'-26' 36 LF

20. 4' Diameter Manhole 5 EA

21. 4' Diameter Manhole Additional Depth 10 VF

22. Existing Manhole Connections 16 EA

23. Service Connections 30 EA

24. 8" SDR 26 PVC, Sewer Pipe 804 LF

25. 10" SDR 26 PVC, Sewer Pipe 60 LF

26. Tree Removal (4"-12") 9 EA

27. Tree Removal (13"-24") 2 EA

28. Dewatering Wells, Complete 11 EA

29. Pump Around (Initial Day) 27 DAYS

30. Bypass Pumping 6 DAYS

31. Bypass Disacharge Line 780 LF

32. Remove Existing Pipe (All Sizes) 804 LS

33. Saw Cut Existing Paved Surfaces 600 LF

34. Slab Sod 240 SY

35. Crushed Stone Backfill (Paved Streets & Paved Alleys) 144 TON

36. Installation of 5' of Interal Lining of Existing Pipe, Complete in Place 2 EA

37. Pre-Television Inspection 60 LF

38. Installation of Additional Interal Lining of Existing Pipe Per Foot, Complete in Place 110 LF

TOTAL BASE BID $ _______________________________________________________________________________________________

TOTAL BASE BID IN WORDS ______________________________________________________________________________________

CALENDAR DAYS FOR CONSTRUCTION ___________________________________________________________________________

PAY QUANTITIES

CITY OF ENID

2020 Sanitary Sewer Point Repair Program

PROJECT NO. S-2001C

ALL ITEMS TO INCLUDE ANY OTHER APPUTENANCES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM AS

DESCRIBED IN THE SPECIFICATIONS.

Proposal

2020 Sanitary Sewer Point Repair Program S-2001C

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 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.

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

Notary Public

My Commission Expires:

(SEAL)

POINT

REPAIR

NO.

ADDRESS

UP

STREAM

MANHOLE

DOWN

STREAM

MANHOLE

APPROX.

MANHOLE

DEPTH (LF)

LINE

SIZE

(IN)

ESTIMATED

REPAIR

LENGTH

(LF)

2001 3313 Chisholm Trail 1O109 1O108 7 8 10 2002 2501 Homestead Rd 1O261 1O253 7 8 15 2003 3104 N Van Bauren St 1O191 1O190 11 8 10 2004 109 N Rimrock Rd 2G229 2G228 7 8 20 2005 2650 Rock Island Blvd 1N020A 1N020 10 8 10 2006 306 E Beech 1N115 1N008 7 8 20 2007 2300 Indian Drive 1K129 1K128 6 8 10 2008 1314 N Washington St 1G139 1G137 6 8 20 2009 1402 N Washington St 1M097 1M096 14 8 10 2010 1101 N Madison 1G217 1G216 6 8 10 2011 3201 Chisholm Trail 1O106 1O105 9 8 10 2012 3105 Chisholm Trail 1O105 1O104 9 8 10 2013 2201 N 4th Street 1N059 1N058 12 8 10 2014 1406 Kennedy St 1M272L 1M271 11 8 10 2015 2814 N Adam St 1O089 1O088 12 8 10 2016 1006 N Jefferson 1G213 1G212 8 8 10 2017 1002 N Washington St 1G137 1G136 13 8 10 2018 514 W Cherokee Ave 1I004 1I003 11 8 20 2019 1102 N Washington 1G139 1G137 7 8 10 2020 3025 W Broadway 1H058 8 MH 2021 1200 W Broadway 1H056 1H055 7 8 10 2022 515 N Jackson 1G117 1G116 8 8 10 2023 512 N Jackson 1G118 1G117 7 8 40 2024 2613 Rosewood Circle 1O202 1O203L 9 8 10 2025 4901 Evandale Drive 2F190 2F189 9 8 20 2026 101 Tanglewood 2G385 2G384 6 8 10 2027 1721 W Cherokee 1I014 1I015 15 8 10 2028 530 S Van Buren St 1K006 1k006A 8 8 10 2029 2706 N Madison St 1O074 MH 2030 1701 W Broadway Ave 1H062 1H061 8 8 20

REPAIRS BY TRENCHING

No. Quan. Unit Item

1 1 LS Bonds and Insurance 2 360 LF Remove & Replace 4'-6' Wood Fence 3 278 LF Remove & Replace 4'-5' Chain Fence 4 5 EA Removal of Existing Manhole 5 140 SY Pavement Repair, Concrete (Driveways & Parking Lots) 6 60 SY Pavement Repair, Asphalt (Driveways & Parking Lots) 7 60 SF Pavement Repair (Sidewalks) 8 173 SY Remove & Replace Pavement (Street & Alleys) 9 849 LF Trench & Backfill 0'-6' 10 822 LF Trench & Backfill 6'-8' 11 417 LF Trench & Backfill 8'-10' 12 162 LF Trench & Backfill 10'-12' 13 36 LF Trench & Backfill 12'-14' 14 36 LF Trench & Backfill 14'-16' 15 36 LF Trench & Backfill 16-'18' 16 36 LF Trench & Backfill 18'-20' 17 36 LF Trench & Backfill 20'-22' 18 36 LF Trench & Backfill 22'-24' 19 36 LF Trench & Backfill 24'-26' 20 5 EA 4' Diameter Manhole 21 10 VF 4' Diameter Manhole Additional Depth 22 16 EA Existing Manhole Connections 23 30 EA Service Connections 24 804 LF 8" SDR 26 PVC, Sewer Pipe, Complete in Place 25 60 LF 10" SDR 26 PVC, Sewer Pipe, Complete in Place 26 9 EA Tree Removal (4"-12") 27 2 EA Tree Removal (13"-24") 28 11 EA Dewatering Wells, Complete 29 27 DAYS Pump Around (Initial Day) 30 6 DAYS Bypass Pumping 31 780 LF Bypass Disacharge Line 32 804 LS Remove Existing Pipe (All Sizes) 33 600 LF Saw Cut Existing Paved Surfaces 34 240 SY Slab Sod 35 144 TON Crushed Stone Backfill (Paved Streets & Paved Alleys) 36 2 EA Installation of 5' of Interal Lining of Existing Pipe, Complete in Place 37 60 LF Pre-Television Inspection 38 110 LF Installation of Additional Interal Lining of Existing Pipe Per Foot, Complete in Place

Base Bid