(02.13.2024) Amend 0001 (Executed).pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Rachel Rosas

Well Drilling and Other Related Appurtenances on or near Native American Homes, Scattered Sights, Mendocino, Lake, and Sonoma Counties, California

The purpose of this Amendment is to extend the due date for bid packages to 03.14.2024 at 0900 hours. The Government's previous attempt brought no reasonable or responsive packages. The attached Standard Form 1442 replaces the previous version in its entirety. Contractor's shall acknowledge receipt of any Amendments. All other terms and conditions remain unchanged.

Indian Health Service, California Area Office Contracting Office (Rachel Rosas) 650 Capitol Mall, Suite 7-100 Sacramento CA 95814

75H70324B00004

02/13/2024

10/18/2023

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

75H70324B00004

Indian Health Service, California Area Office Contracting Office (Rosas) 650 Capitol Mall, Suite 7-100 Sacramento, California 95814

Well Drilling and Other Related Appurtenances on or near Native American Homes, Scattered Sights, Mendocino, Lake, and Sonoma Counties, California

Contract Type. This requirement is being solicited as a requirements type contract in accordance with FAR 16.503 Requirements Contracts. There is no minimum guarantee nor is there a guarantee of future Task Orders.

Contractor shall provide all labor, materials, and supplies necessary to construct all work contained under subject requirement.

Work shall be performed in accordance with the attached Pricing Schedule, Special Provisions, Submittal Requirements, Technical Sections, Exhibits, and the contract clauses.

Base Period - $480,000 (not-to-exceed);

Option Period 1 - $516,000 (not-to-exceed);

Option Period 2 - $554,000 (not-to-exceed);

Option Period 3 - $600,000 (not-to-exceed); and Option Period 4 - $640,000 (not-to-exceed)

Magnitude of Construction. $1M-5M

Indian Health Service, California Area Office Contracting Office (Rosas) 650 Capitol Mall, Suite 7-100 Sacramento, California 95814

Bid Packages Accepted Electronically at Rachel.Rosas@IHS.

gov & Ronda.English@IHS.gov

Rachel Rosas (916) 930-3981 x318

102/13/2024 at Task Order Level

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

California Office of the Director

John E Moss Federal Bldg

650 Capitol Mall, Suite 7-100 Sacramento CA 95814

Rachel Rosas, Contracting Officer

IHS, California Area Office 650 Capitol Mall, Suite 7-100 Sacramento, California 95814-2922

RACHEL ROSAS 916-930-3981

x

10/20/2023

75H70324B00004

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Well Drilling and Other Related Appurtenances on or near Native American Homes, Scattered Sights, Mendocino, Lake, and Sonoma Counties, California

Contract Type. This requirement is being solicited as a requirements type contract in accordance with FAR 16.503 Requirements Contracts. There is no minimum guarantee nor is there a guarantee of future Task Orders.

Contractor shall provide all labor, materials, and supplies necessary to construct all work contained under subject requirement. Work shall be performed in accordance with the attached Pricing Schedule, Special Provisions, Submittal Requirements, Technical Sections, Exhibits, and the contract clauses.

Base Period - $480,000 (not-to-exceed); Option Period 1 - $516,000 (not-to-exceed);

Option Period 2 - $554,000 (not-to-exceed); Option Period 3 - $600,000

(not-to-exceed); and Option Period 4 - $640,000 (not-to-exceed)

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

0 0 calendar days and complete it within ________________ ________________ calendar days after receiving

Determined at Task Order Level

11/20/2023

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d) revised

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Rachel Rosas

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 313

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

75H70324B00004

Period of Performance: 03/21/2024 to 03/20/2029

Contractor shall provide all labor, materials, and supplies necessary to construct all work contained under subject requirement. Work shall be performed in accordance with the attached Pricing Schedule, Special Provisions, Submittal Requirements, Technical Section Exhibits, and contract clauses.

Base Period. The anticipated not-to-exceed value for this time frame is $480,000.

Anticipated Award Type: Firm-fixed-price

Period of Performance: 03/21/2024 to 03/20/2025

Option Period 1. The anticipated not-to-exceed value for this time frame is $516,000.

Anticipated Award Type: Firm-fixed-price

(Option Line Item)

Period of Performance: 03/21/2025 to 03/20/2026

Option Period 2. The anticipated not-to-exceed value for this time frame is $554,000.

Anticipated Award Type: Firm-fixed-price

(Option Line Item)

Period of Performance: 03/21/2026 to 03/20/2027

Option Period 3. The anticipated not-to-exceed value for this time frame is $600,000.

Anticipated Award Type: Firm-fixed-price

(Option Line Item)

Period of Performance: 03/21/2027 to 03/20/2028

Option Period 4. The anticipated not-to-exceed value for this time frame is $640,000.

Anticipated Award Type: Firm-fixed-price Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

4 313

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

75H70324B00004

(Option Line Item)

Period of Performance: 03/21/2028 to 03/20/2029

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Section B. Pricing Schedule

Item Quantity Unit Unit Price Total Price

1 A. Mendocino County 2 LS $ $ 2 B. Lake County 3 LS $ $ 3 C. Sonoma County 1 LS $ $

4 A. Mendocino County 2 LS $ $ 5 B. Lake County 3 LS $ $ 6 C. Sonoma County 1 LS $ $

7 A. Mendocino County 2 LS $ $ 8 B. Lake County 2 LS $ $ 9 C. Sonoma County 1 LS $ $

10 A. With #8 Wires 100 LF $ $ 11 B. With #10 Wires 100 LF $ $ 12 C. With #12 Wires 100 LF $ $ 13 D. With #16 Wires 100 LF $ $ 14 Imported Structural Fill - Section 31 23 17 10 CY $ $

15 30 HR $ $

16 A. 1-inch PE 300 LF $ $ 17 B. 1-1/2 inch PE 100 LF $ $ 18 D. 1-inch PVC 100 LF $ $ 19 E. 1-1/2 inch PVC 100 LF $ $

20 A. Without PRV 6 LF $ $ 21 B. With PRV 2 LF $ $

22 6 EA $ $

23 A. For 5-inch Well 400 VF $ $ 24 B. For 6-inch Well 600 VF $ $

25 A. 5-Inch Steel 100 VF $ $ 26 B. 6-Inch Steel 100 VF $ $ 27 C. 5-Inch PVC SDR 17 200 VF $ $ 28 D. 6-Inch PVC SDR 17 300 LF $ $ 29 E. 5-Inch PVC SDR 21 300 VF $ $ 30 F. 6-Inch PVC SDR 21 200 LF $ $

31 A. 5-Inch Steel 50 VF $ $ 32 B. 6-Inch Steel 50 VF $ $ 33 C. 5-Inch PVC SDR 17 50 VF $ $ 34 D. 6-Inch PVC SDR 17 100 35 E. 5-Inch PVC SDR 21 200 36 F. 6-Inch PVC SDR 21 100 VF $ $

37 100 VF $ $

38 50 VF $ $

39 50 VF $ $

40 6 HR $ $

41 6 HR $ $

42 8 LS $ $

43 300 VF $ $

44 A. With #8 Wire 200 VF $ $ 45 B. With #10 Wire 300 VF $ $ 46 C. With #12 Wire 300 VF $ $

47 A. With #8 Wire 200 LF $ $ 48 B. With #10 Wire 300 LF $ $ 49 C. With #12 Wire 300 LF $ $

50 A. 3/4 HP 3 EA $ $

51 B. 1 HP 3 EA $ $

52 C. 1-1/2 HP 1 EA $ $

53 D. 2 HP 1 EA $ $

Yard Hydrant - Section 33 12 13

Well Grounting - Section 33 21 00

Formation Stabilizer - Section 33 21 00

Submersible Pump & Controls - Section 33 21 00

Water Service Line - Section 33 12 13

1.5-Inch Drop Pipe and Submersible Cable - Section 33 21 00

Well Screen or Slotted Casing - Section 33 21 00

Well Casing - Section 33 21 00

Well Drilling - Section 33 21 00

Gravel Pack - Section 33 21 00

House Connection - Section 33 12 13

Well Development - Section 33 21 00 Pump Testing - Section 33 21 00

Scattered Sites, Construction of Water Wells on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

Mobilization and Demobilization (Service Service) - Section 01 27 00

Mobilization and Demobilization (Trouble Shooting) - Section 01 27 00

Buried Electrical Cables - Section 26 05 33

Potholing - Section 31 23 17

Well Disinfection and Water Testing - Section 33 21 00 Well Destruction - Section 33 21 00

1-Inch Drop Pipe and Submiersible Cable - Section 33 21 00

Pricing Schedule - Base Period

Description

Pressure System - Section 33 21 00

Mobilization and Demobilization - Section 01 27 00

Section B. Pricing Schedule Page 1 of 10

54 A. 44-Gallon 2 EA $ $ 55 B. 86-Gallon 6 EA $ $

56 A. 44-Gallon 2 EA $ $ 57 B. 86-Gallon 2 EA $ $

58 5 EA $ $

59 3 EA $ $

60 3 EA $ $

61 5 EA $ $

62 A. 500-Gallon 1 EA $ $ 63 B. 1,000-Gallon 1 EA $ $ 64 C. 1,500-Gallon 3 EA $ $ 65 D. 2,000 Gallon 3 EA $ $

66 20 HR

** Permits and/or Other Fees EA ** ** ** Paid by Direct Reimbursement, Receipt Required

Pressure Tank Replacement - Section 33 21 00

Trouble Shooting and Investigation - Section 33 21 00

Pump Saver Replacement - Section 33 21 00 Well Enclosure (Fiberglass) - Section 33 21 00 Well Enclosure (Woodframe) - Section 33 21 00

Booster Pump & Controls - Section 33 21 00

Total Base Period

Water Storage Tank - Sections 33 21 00 & 33 19 00

Section B. Pricing Schedule Page 2 of 10

1001 A. Mendocino County 2 LS $ $ 1002 B. Lake County 3 LS $ $ 1003 C. Sonoma County 1 LS $ $

1004 A. Mendocino County 2 LS $ $ 1005 B. Lake County 3 LS $ $ 1006 C. Sonoma County 1 LS $ $

1007 A. Mendocino County 2 LS $ $ 1008 B. Lake County 2 LS $ $ 1009 C. Sonoma County 1 LS $ $

1010 A. With #8 Wires 100 LF $ $ 1011 B. With #10 Wires 100 LF $ $ 1012 C. With #12 Wires 100 LF $ $ 1013 D. With #16 Wires 100 LF $ $ 1014 Imported Structural Fill - Section 31 23 17 10 CY $ $

1015 30 HR $ $

1016 A. 1-inch PE 300 LF $ $ 1017 B. 1-1/2 inch PE 100 LF $ $ 1018 D. 1-inch PVC 100 LF $ $ 1019 E. 1-1/2 inch PVC 100 LF $ $

1020 A. Without PRV 6 LF $ $ 1021 B. With PRV 2 LF $ $

1022 6 EA $ $

1023 A. For 5-inch Well 400 VF $ $ 1024 B. For 6-inch Well 600 VF $ $

1025 A. 5-Inch Steel 100 VF $ $ 1026 B. 6-Inch Steel 100 VF $ $ 1027 C. 5-Inch PVC SDR 17 200 VF $ $ 1028 D. 6-Inch PVC SDR 17 300 LF $ $ 1029 E. 5-Inch PVC SDR 21 300 VF $ $ 1030 F. 6-Inch PVC SDR 21 200 LF $ $

1031 A. 5-Inch Steel 50 VF $ $ 1032 B. 6-Inch Steel 50 VF $ $ 1033 C. 5-Inch PVC SDR 17 50 VF $ $ 1034 D. 6-Inch PVC SDR 17 100 1035 E. 5-Inch PVC SDR 21 200 1036 F. 6-Inch PVC SDR 21 100 VF $ $

1037 100 VF $ $

1038 50 VF $ $

1039 50 VF $ $

1040 6 HR $ $

1041 6 HR $ $

1042 8 EA $ $

1043 300 VF $ $

1044 A. With #8 Wire 200 VF $ $ 1045 B. With #10 Wire 300 VF $ $ 1046 C. With #12 Wire 300 VF $ $

1047 A. With #8 Wire 200 LF $ $ 1048 B. With #10 Wire 300 LF $ $ 1049 C. With #12 Wire 300 LF $ $

1050 A. 3/4 HP 3 EA $ $

1051 B. 1 HP 3 EA $ $

1052 C. 1-1/2 HP 1 EA $ $

1053 D. 2 HP 1 EA $ $

1054 A. 44-Gallon 2 EA $ $ 1055 B. 86-Gallon 6 EA $ $

Submersible Pump & Controls - Section 33 21 00

1.5-Inch Drop Pipe and Submersible Cable - Section 33 21 00

1-Inch Drop Pipe and Submersible Cable - Section 33 21 00

Well Grounting - Section 33 21 00

Well Screen or Slotted Casing - Section 33 21 00

Well Casing - Section 33 21 00

Well Drilling - Section 33 21 00 Yard Hydrant - Section 33 12 13

House Connection - Section 33 12 13

Water Service Line - Section 33 12 13 Potholing - Section 31 23 17

Buried Electrical Cables - Section 26 05 33

Mobilization and Demobilization (Trouble Shooting) - Section 01 27 00

Mobilization and Demobilization (Service Service) - Section 01 27 00

Well Destruction - Section 33 21 00 Well Disinfection and Water Testing - Section 33 21 00 Pump Testing - Section 33 21 00 Well Development - Section 33 21 00 Formation Stabilizer - Section 33 21 00 Gravel Pack - Section 33 21 00

Pricing Schedule - Option Period One on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

Mobilization and Demobilization - Section 01 27 00

Scattered Sites, Residential Water Connections and Sanitation Systems

Description

Pressure System - Section 33 21 00

Section B. Pricing Schedule Page 3 of 10

1056 A. 44-Gallon 2 EA $ $ 1057 B. 86-Gallon 2 EA $ $

1058 5 EA $ $

1059 3 EA $ $

1060 3 EA $ $

1061 5 EA $ $

1062 A. 500-Gallon 1 EA $ $ 1063 B. 1,000-Gallon 1 EA $ $ 1064 C. 1,500-Gallon 3 EA $ $ 1065 D. 2,000 Gallon 3 EA $ $

1066 20 HR

** Permits and/or Other Fees EA ** ** ** Paid by Direct Reimbursement, Receipt Required

Trouble Shooting and Investigation - Section 33 21 00

Water Storage Tank - Sections 33 21 00 & 33 19 00

Pressure Tank Replacement - Section 33 21 00

Well Enclosure (Woodframe) - Section 33 21 00

Pump Saver Replacement - Section 33 21 00

Total Option Period 1

Well Enclosure (Fiberglass) - Section 33 21 00

Booster Pump & Controls - Section 33 21 00

Section B. Pricing Schedule Page 4 of 10

2001 A. Mendocino County 2 LS $ $ 2002 B. Lake County 3 LS $ $ 2003 C. Sonoma County 1 LS $ $

2004 A. Mendocino County 2 LS $ $ 2005 B. Lake County 3 LS $ $ 2006 C. Sonoma County 1 LS $ $

2007 A. Mendocino County 2 LS $ $ 2008 B. Lake County 2 LS $ $ 2009 C. Sonoma County 1 LS $ $

2010 A. With #8 Wires 100 LF $ $ 2011 B. With #10 Wires 100 LF $ $ 2012 C. With #12 Wires 100 LF $ $ 2013 D. With #16 Wires 100 LF $ $ 2014 Imported Structural Fill - Section 31 23 17 10 CY $ $

2015 30 HR $ $

2016 A. 1-inch PE 300 LF $ $ 2017 B. 1-1/2 inch PE 100 LF $ $ 2018 D. 1-inch PVC 100 LF $ $ 2019 E. 1-1/2 inch PVC 100 LF $ $

2020 A. Without PRV 6 LF $ $ 2021 B. With PRV 2 LF $ $

2022 6 EA $ $

2023 A. For 5-inch Well 400 VF $ $ 2024 B. For 6-inch Well 600 VF $ $

2025 A. 5-Inch Steel 100 VF $ $ 2026 B. 6-Inch Steel 100 VF $ $ 2027 C. 5-Inch PVC SDR 17 200 VF $ $ 2028 D. 6-Inch PVC SDR 17 300 LF $ $ 2029 E. 5-Inch PVC SDR 21 300 VF $ $ 2030 F. 6-Inch PVC SDR 21 200 LF $ $

2031 A. 5-Inch Steel 50 VF $ $ 2032 B. 6-Inch Steel 50 VF $ $ 2033 C. 5-Inch PVC SDR 17 50 VF $ $ 2034 D. 6-Inch PVC SDR 17 100 2035 E. 5-Inch PVC SDR 21 200 2036 F. 6-Inch PVC SDR 21 100 VF $ $

2037 100 VF $ $

2038 50 VF $ $

2039 50 VF $ $

2040 6 HR $ $

2041 6 HR $ $

2042 8 EA $ $

2043 300 VF $ $

2044 A. With #8 Wire 200 VF $ $ 2045 B. With #10 Wire 300 VF $ $ 2046 C. With #12 Wire 300 VF $ $

2047 A. With #8 Wire 200 LF $ $ 2048 B. With #10 Wire 300 LF $ $ 2049 C. With #12 Wire 300 LF $ $

2050 A. 3/4 HP 3 EA $ $

2051 B. 1 HP 3 EA $ $

2052 C. 1-1/2 HP 1 EA $ $

2053 D. 2 HP 1 EA $ $

2054 A. 44-Gallon 2 EA $ $ 2055 B. 86-Gallon 6 EA $ $

Pricing Schedule - Option Period Two Scattered Sites, Residential Water Connections and Sanitation Systems on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

Description Mobilization and Demobilization - Section 01 27 00

Mobilization and Demobilization (Service Service) - Section 01 27 00

Mobilization and Demobilization (Trouble Shooting) - Section 01 27 00

Buried Electrical Cables - Section 26 05 33

Potholing - Section 31 23 17 Water Service Line - Section 33 12 13

House Connection - Section 33 12 13

Yard Hydrant - Section 33 12 13 Well Drilling - Section 33 21 00

Well Casing - Section 33 21 00

Well Screen or Slotted Casing - Section 33 21 00

Well Grounting - Section 33 21 00 Gravel Pack - Section 33 21 00 Formation Stabilizer - Section 33 21 00 Well Development - Section 33 21 00 Pump Testing - Section 33 21 00 Well Disinfection and Water Testing - Section 33 21 00 Well Destruction - Section 33 21 00

1-Inch Drop Pipe and Submersible Cable - Section 33 21 00

1.5-Inch Drop Pipe and Submersible Cable - Section 33 21 00

Submersible Pump & Controls - Section 33 21 00

Section B. Pricing Schedule Page 5 of 10

2056 A. 44-Gallon 2 EA $ $ 2057 B. 86-Gallon 2 EA $ $

2058 5 EA $ $

2059 3 EA $ $

2060 3 EA $ $

2061 5 EA $ $

2062 A. 500-Gallon 1 EA $ $ 2063 B. 1,000-Gallon 1 EA $ $ 2064 C. 1,500-Gallon 3 EA $ $ 2065 D. 2,000 Gallon 3 EA $ $

2066 20 HR

** Permits and/or Other Fees EA ** ** ** Paid by Direct Reimbursement, Receipt Required

Pressure Tank Replacement - Section 33 21 00

Booster Pump & Controls - Section 33 21 00 Pump Saver Replacement - Section 33 21 00 Well Enclosure (Fiberglass) - Section 33 21 00 Well Enclosure (Woodframe) - Section 33 21 00

Water Storage Tank - Sections 33 21 00 & 33 19 00

Trouble Shooting and Investigation - Section 33 21 00

Total Option Period 2 $

Section B. Pricing Schedule Page 6 of 10

3001 A. Mendocino County 2 LS $ $ 3002 B. Lake County 3 LS $ $ 3003 C. Sonoma County 1 LS $ $

3004 A. Mendocino County 2 LS $ $ 3005 B. Lake County 3 LS $ $ 3006 C. Sonoma County 1 LS $ $

3007 A. Mendocino County 2 LS $ $ 3008 B. Lake County 2 LS $ $ 3009 C. Sonoma County 1 LS $ $

3010 A. With #8 Wires 100 LF $ $ 3011 B. With #10 Wires 100 LF $ $ 3012 C. With #12 Wires 100 LF $ $ 3013 D. With #16 Wires 100 LF $ $ 3014 Imported Structural Fill - Section 31 23 17 10 CY $ $

3015 30 HR $ $

3016 A. 1-inch PE 300 LF $ $ 3017 B. 1-1/2 inch PE 100 LF $ $ 3018 D. 1-inch PVC 100 LF $ $ 3019 E. 1-1/2 inch PVC 100 LF $ $

3020 A. Without PRV 6 LF $ $ 3021 B. With PRV 2 LF $ $

3022 6 EA $ $

3023 A. For 5-inch Well 400 VF $ $ 3024 B. For 6-inch Well 600 VF $ $

3025 A. 5-Inch Steel 100 VF $ $ 3026 B. 6-Inch Steel 100 VF $ $ 3027 C. 5-Inch PVC SDR 17 200 VF $ $ 3028 D. 6-Inch PVC SDR 17 300 LF $ $ 3029 E. 5-Inch PVC SDR 21 300 VF $ $ 3030 F. 6-Inch PVC SDR 21 200 LF $ $

3031 A. 5-Inch Steel 50 VF $ $ 3032 B. 6-Inch Steel 50 VF $ $ 3033 C. 5-Inch PVC SDR 17 50 VF $ $ 3034 D. 6-Inch PVC SDR 17 100 3035 E. 5-Inch PVC SDR 21 200 3036 F. 6-Inch PVC SDR 21 100 VF $ $

3037 100 VF $ $

3038 50 VF $ $

3039 50 VF $ $

3040 6 HR $ $

3041 6 HR $ $

3042 8 EA $ $

3043 300 VF $ $

3044 A. With #8 Wire 200 VF $ $ 3045 B. With #10 Wire 300 VF $ $ 3046 C. With #12 Wire 300 VF $ $

3047 A. With #8 Wire 200 LF $ $ 3048 B. With #10 Wire 300 LF $ $ 3049 C. With #12 Wire 300 LF $ $

3050 A. 3/4 HP 3 EA $ $

3051 B. 1 HP 3 EA $ $

3052 C. 1-1/2 HP 1 EA $ $

3053 D. 2 HP 1 EA $ $

3054 A. 44-Gallon 2 EA $ $ 3055 B. 86-Gallon 6 EA $ $

Pricing Schedule - Option Period Three Scattered Sites, Residential Water Connections and Sanitation Systems on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

Description Mobilization and Demobilization - Section 01 27 00

Mobilization and Demobilization (Service Service) - Section 01 27 00

Mobilization and Demobilization (Trouble Shooting) - Section 01 27 00

Buried Electrical Cables - Section 26 05 33

Potholing - Section 31 23 17 Water Service Line - Section 33 12 13

House Connection - Section 33 12 13

Yard Hydrant - Section 33 12 13 Well Drilling - Section 33 21 00

Well Casing - Section 33 21 00

Well Screen or Slotted Casing - Section 33 21 00

Well Grounting - Section 33 21 00 Gravel Pack - Section 33 21 00 Formation Stabilizer - Section 33 21 00 Well Development - Section 33 21 00 Pump Testing - Section 33 21 00 Well Disinfection and Water Testing - Section 33 21 00 Well Destruction - Section 33 21 00

1-Inch Drop Pipe and Submersible Cable - Section 33 21 00

1.5-Inch Drop Pipe and Submersible Cable - Section 33 21 00

Submersible Pump & Controls - Section 33 21 00

Section B. Pricing Schedule Page 7 of 10

3056 A. 44-Gallon 2 EA $ $ 3057 B. 86-Gallon 2 EA $ $

3058 5 EA $ $

3059 3 EA $ $

3060 3 EA $ $

3061 5 EA $ $

3062 A. 500-Gallon 1 EA $ $ 3063 B. 1,000-Gallon 1 EA $ $ 3064 C. 1,500-Gallon 3 EA $ $ 3065 D. 2,000 Gallon 3 EA $ $

3066 20 HR

** Permits and/or Other Fees EA ** ** ** Paid by Direct Reimbursement, Receipt Required

Pressure Tank Replacement - Section 33 21 00

Booster Pump & Controls - Section 33 21 00 Pump Saver Replacement - Section 33 21 00 Well Enclosure (Fiberglass) - Section 33 21 00 Well Enclosure (Woodframe) - Section 33 21 00

Water Storage Tank - Sections 33 21 00 & 33 19 00

Trouble Shooting and Investigation - Section 33 21 00

Total Option Period 3 $

Section B. Pricing Schedule Page 8 of 10

4001 A. Mendocino County 2 LS $ $ 4002 B. Lake County 3 LS $ $ 4003 C. Sonoma County 1 LS $ $

4004 A. Mendocino County 2 LS $ $ 4005 B. Lake County 3 LS $ $ 4006 C. Sonoma County 1 LS $ $

4007 A. Mendocino County 2 LS $ $ 4008 B. Lake County 2 LS $ $ 4009 C. Sonoma County 1 LS $ $

4010 A. With #8 Wires 100 LF $ $ 4011 B. With #10 Wires 100 LF $ $ 4012 C. With #12 Wires 100 LF $ $ 4013 D. With #16 Wires 100 LF $ $ 4014 Imported Structural Fill - Section 31 23 17 10 CY $ $

4015 30 HR $ $

4016 A. 1-inch PE 300 LF $ $ 4017 B. 1-1/2 inch PE 100 LF $ $ 4018 D. 1-inch PVC 100 LF $ $ 4019 E. 1-1/2 inch PVC 100 LF $ $

4020 A. Without PRV 6 LF $ $ 4021 B. With PRV 2 LF $ $

4022 6 EA $ $

4023 A. For 5-inch Well 400 VF $ $ 4024 B. For 6-inch Well 600 VF $ $

4025 A. 5-Inch Steel 100 VF $ $ 4026 B. 6-Inch Steel 100 VF $ $ 4027 C. 5-Inch PVC SDR 17 200 VF $ $ 4028 D. 6-Inch PVC SDR 17 300 LF $ $ 4029 E. 5-Inch PVC SDR 21 300 VF $ $ 4030 F. 6-Inch PVC SDR 21 200 LF $ $

4031 A. 5-Inch Steel 50 VF $ $ 4032 B. 6-Inch Steel 50 VF $ $ 4033 C. 5-Inch PVC SDR 17 50 VF $ $ 4034 D. 6-Inch PVC SDR 17 100 4035 E. 5-Inch PVC SDR 21 200 4036 F. 6-Inch PVC SDR 21 100 VF $ $

4037 100 VF $ $

4038 50 VF $ $

4039 50 VF $ $

4040 6 HR $ $

4041 6 HR $ $

4042 8 EA $ $

4043 300 VF $ $

4044 A. With #8 Wire 200 VF $ $ 4045 B. With #10 Wire 300 VF $ $ 4046 C. With #12 Wire 300 VF $ $

4047 A. With #8 Wire 200 LF $ $ 4048 B. With #10 Wire 300 LF $ $ 4049 C. With #12 Wire 300 LF $ $

4050 A. 3/4 HP 3 EA $ $

4051 B. 1 HP 3 EA $ $

4052 C. 1-1/2 HP 1 EA $ $

4053 D. 2 HP 1 EA $ $

4054 A. 44-Gallon 2 EA $ $ 4055 B. 86-Gallon 6 EA $ $

Buried Electrical Cables - Section 26 05 33

Potholing - Section 31 23 17 Water Service Line - Section 33 12 13

House Connection - Section 33 12 13

Well Drilling - Section 33 21 00

Well Casing - Section 33 21 00

Well Screen or Slotted Casing - Section 33 21 00

Well Grounting - Section 33 21 00 Gravel Pack - Section 33 21 00 Formation Stabilizer - Section 33 21 00 Well Development - Section 33 21 00 Pump Testing - Section 33 21 00 Well Disinfection and Water Testing - Section 33 21 00 Well Destruction - Section 33 21 00

1-Inch Drop Pipe and Submersible Cable - Section 33 21 00

1.5-Inch Drop Pipe and Submersible Cable - Section 33 21 00

Submersible Pump & Controls - Section 33 21 00

Mobilization and Demobilization (Trouble Shooting) - Section 01 27 00

Mobilization and Demobilization (Service Service) - Section 01 27 00

Pressure System - Section 33 21 00

Pricing Schedule - Option Period Four

Mobilization and Demobilization - Section 01 27 00 Description

Yard Hydrant - Section 33 12 13 on Native American Homes in Mendocino, Lake, and Sonoma Counties, California Scattered Sites, Residential Water Connections and Sanitation Systems

Section B. Pricing Schedule Page 9 of 10

4056 A. 44-Gallon 2 EA $ $ 4057 B. 86-Gallon 2 EA $ $

4058 5 EA $ $

4059 3 EA $ $

4060 3 EA $ $

4061 5 EA $ $

4062 A. 500-Gallon 1 EA $ $ 4063 B. 1,000-Gallon 1 EA $ $ 4064 C. 1,500-Gallon 3 EA $ $ 4065 D. 2,000 Gallon 3 EA $ $

4066 20 HR

** Permits and/or Other Fees EA ** ** ** Paid by Direct Reimbursement, Receipt Required

Note 1 Note 2 Note 3 Note 4

Note 5

A.

B.

C.

D.

Note 6 Note 7 Note 8

Pressure Tank Replacement - Section 33 21 00

Booster Pump & Controls - Section 33 21 00 Pump Saver Replacement - Section 33 21 00 Well Enclosure (Fiberglass) - Section 33 21 00 Well Enclosure (Woodframe) - Section 33 21 00

Water Storage Tank - Sections 33 21 00 & 33 19 00

Trouble Shooting and Investigation - Section 33 21 00

Total Option Period 3

Grand Total (Base + 4 Option Periods) $

Total Base Year Total Option Period 1 Total Option Period 2 Total Option Period 3 Total Option Period 4

Pricing Schedule Notes.

The following Bid Schedule is based on estimated quantities required to meet the specifications. The total extended prices shall be used fo The Pricing Schedules is based on the bona fide needs necessary to execute IHS mission requirements. Extended pricing will be used for bid Offeror/Bidder shall distribute indirect costs (overhead, profit, bond, etc., over all the items in the Pricing Schedule. The Government wil In the event, if there is a difference between a unit price and the extend total, the unit price will be held to the intended proposed price. If the Arithmetic Discrepancies. For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder(s) intends their bid to be evaluated based on unit prices, the totals arrive at by resolution of arithmetic discrepancies as provided below and the bid will be so reflecte4d on the abstract of bids. These correction procedures shall not be used to resolve any ambiguity concerning which bid is low. For the purpose of initial evaluation, the following will be utilized in resolving arithmetic discrepancies fond on the face of the Pricing Schedule as submitted by the Bidder/Offeror.

Obviously misplaced decimal points will be corrected.

Discrepancy between unit price and extended price, the unit price will govern.

Apparent errors in extension of unit prices will be corrected.

Apparent errors in addition of lump sum and extended prices will be corrected.

Dewatering prices will be negotiated on a site specific basis - annotated on the Pricing Schedule with **.

Water Service Connection Fees and Sewer Service Connection Fees. The cost of these fees will be reimbursed as indicated on each FAR 52.211-18 Variation in Estimated Quantities. Lines are estimated quantities and fall under the guidelines of FAR 52.211-18. Estimated

End Section B.

Section B. Pricing Schedule Page 10 of 10

Section C. Scope of Work

Special Provisions CAO Standard October 2009

Revised May 2018

Special Provisions p. 1 of 3

SPECIAL PROVISIONS

C.1 SCOPE OF WORK

The work to be done under this contract consists of furnishing all labor, materials, equipment, and supervision necessary to construct individual onsite water systems, water service lines, wells, water storage tanks, and other required appurtenances in accordance with the attached drawings, exhibits, and specifications.

C.2 SITE CONDITIONS

Work is to be performed on various Indian Reservations, Rancherias and Fee land located throughout Lake, Shasta and Mendocino Counties, California.

The Contractor shall determine actual site conditions with regard to surface vegetation and other miscellaneous obstacles to construction. The Contractor shall perform, at no additional cost, all necessary clearing, grubbing, and disposal of these and other obstacles in order to do work required by the contract.

Locations, materials, and sizes of any utilities shown are approximate only and are not meant to be a complete representation of all utilities actually present. The Contractor shall determine exact locations and details from the responsible utility authority.

See Section I, Contract Clauses, FAR 52.236-02 and FAR 52.236-03.

C.3 CONTRACT DOCUMENTS

A maximum of 3 sets of contract drawings and specifications will be furnished without charge to the Contractor at award of this contract, except applicable publications incorporated by reference which will be furnished on request at the cost of reproduction.

C.4 DAYS OF WORK

Normal work days are Monday through Friday with 10 work hours allowed per day.

Construction work shall not be normally permitted on Saturdays, Sundays, or Federal holidays.

The Contractor may submit a written request to the Project Engineer for permission to work on any Saturday, Sunday, or Federal holiday or in excess of 10 hours per day. Written approval must be obtained by the Contracting Officer before the Contractor may work on any such day.

C.5 LAWS AND PERMITS AFFECTING WORK

Special Provisions p. 2 of 3

The Contractor shall at all times observe and comply with Federal, State, City, and County laws, Tribal ordinances and regulations which in any manner affect the conduct of the work; and all such orders and decrees as exist at the present and which may be enacted later by legislative bodies or tribunals having legal jurisdiction or authority over the work. All other required permits, certificates and licenses shall be obtained by and at the expense of the Contractor. No pleas of misunderstanding or ignorance thereof will be considered. The Contractor shall be wholly responsible for any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order or decree.

C.6 RIGHTS-OF-WAY

The Government shall obtain from the Tribe rights-of-way and easements necessary to install facilities located specifically by the plans and specifications.

C.7 MAINTENANCE OF UTILITIES AND SITE FACILITIES

The Contractor is responsible to determine the exact location of any and all utilities not specifically located on the plans and to protect them from damage during construction. Should any utility be damaged or disturbed, the Contractor shall immediately notify the Project Engineer and the owner of the damaged utility. Any and all damage that results from work under the contract shall be promptly repaired at the expense of the Contractor.

During the progress of work, the Contractor shall protect all existing vegetation, structures, sidewalks, streets, mailboxes, ditches, culverts, signposts, fences, driveways, and similar items.

If the Contractor must remove or disturb these facilities, provision shall be made to maintain a temporary facility serving the same purpose as that which it was intended to replace. Destruction of vegetation shall be kept to a minimum. Upon completion of the work, the Contractor shall restore all such facilities to a condition at least equal to that existing prior to construction. The Contractor shall not obstruct access to the site.

The Contractor shall perform his work at all times in a manner to ensure minimal obstruction to traffic and minimal inconvenience to the general public.

C.8 CONTRACT SUBMITTAL REQUIREMENTS

The Contractor shall furnish material submittals, design submittals, shop drawings, test reports, and as-built drawings in accordance with the requirements detailed in the Contract Submittal Requirements section.

C.9 CLEANUP AND FINISH GRADING

The Contractor shall restore all areas disturbed by construction to a condition at least equal to that existing prior to construction. Excess construction materials, equipment, tools, waste

Special Provisions p. 3 of 3 excavation, and rubbish shall be removed. Excavated areas shall be finish graded to provide drainage as required by the drawings and specifications, or in the absence of specific requirements, to provide drainage away from the facilities constructed and to provide drainage away from excavated areas and installed facilities. Where a lawn is disturbed, the Contractor shall place a generous amount of grass seed to the disturbed area following final grading.

See Section I, Contract Clauses, FAR 52.236-12

C.10 MEASUREMENT AND PAYMENT

As line item quantities are estimates, contractor will be paid full compensation based on the actual quantities utilized/completed verified by the Engineer. The price paid for the completed item of work shall include full compensation for furnishing all labor, materials, tools, equipment, and performing all work required by the provisions of the contract to furnish and install the items of work, completed in place. In all cases, the finished product shall be a complete, operational system or component. The price for the completed item of work shall also include all applicable state and local sales or other taxes.

C.11 ORDER OF PRECEDENCE

Order of Precedence: In the event of an inconsistency between provisions of this contract, the inconsistency shall be resolved by giving precedence in the following order:

1. Bid Schedule

2. Written bidding instructions.

3. Encroachment Permit by Authorized Authority

4. Special Provisions.

5. Standard General Provisions.

6. Submittals.

7. Technical Specifications.

8. Drawings.

9. Exhibits

C.12 DUST CONTROL

A. Execute Work by methods to minimize raising dust from construction operations.

B. Provide positive means to prevent air-borne dust from dispersing into atmosphere.

C. Water using water truck on a regular basis, as directed by the project engineer, to prevent air-borne dust. Do not allow water to drain to stream or other drainage.

Contract Submittal Requirements p. 1 of 8

CONTRACT SUBMITTAL REQUIREMENTS

SR-01 Submittals for Information

The Contractor will be responsible for obtaining the encroachment permits, application for electrical service, etc. as specified in the pre-construction submittals listed on the “Submittal Review Form”. The Project Engineer shall receive 3 copies of all approved permits and application fees for verification purposes prior to the start of any construction. The Government has provided the Contractor with the necessary information as it is related to the project on the permit applications as identified in the Exhibits section of the contract documents in order to expedite the application process.

The contractor is responsible for contacting the local utility authority to complete the application and pay the required application fees.

The Contractor within five days after the work commences shall furnish 3 copies of a work schedule, for approval, as required by contract clause. The schedule shall be in the form of a progress chart indicating the starting and completion dates of the salient features of the work, including acquiring materials and equipment. The schedule shall indicate the work by percentage for any given date.

During the course of construction, the Contractor will be responsible for maintaining the integrity of all permanent survey monuments (brass cap, iron pin, hub, etc.) established by the Government through avoidance. The contractor will be responsible for making the determination as to whether or not avoidance is possible when the circumstance arises. If the Contractor deems that it is necessary to destroy the integrity of the monument, then the Contractor will be held accountable for re-establishing the survey monument’s permanency by having a legal land survey conducted by a registered land surveyor. The contractor will provide the Government 3 copies of supporting documentation with the surveyor’s certification that the monuments have been re-established.

SR-02 Material Submittals

The Contractor shall furnish to the Project Engineer 3 copies of all material submittals listed on the "Submittal Review Form". All material submittals or resubmittals shall be accompanied by and furnished in accordance with this "Submittal Review Form". The location of the specification for each of these items in the Technical Provisions is indicated on this form. If the item description for the material submittal is not the exact brand or model specified by the Government, then 3 copies of the manufacturer's descriptive literature, catalog cut-sheets, etc., must also be included with the submittal. In all cases, the Contractor shall enter the exact brand and model on the "Submittal Review Form" for that particular item. All material submittals are required within 14 days after receipt of Notice to Award. The Contractor should allow 7 days from receipt by Project Engineer for review and approval or rejection by the Government. For each material

Contract Submittal Requirements p. 2 of 8 resubmittal required, the Contractor should allow an additional 7 days from date of receipt by the Project Engineer for review and approval or rejection by the Government.

SR-03 Design Submittals

For the following referenced items, 3 copies of all design submittals and related shop drawings are required. Each design submittal or re-submittal and related shop drawing shall be listed on the " Submittal Review Form" with an appropriate reference to the attached submittal. All design submittals are required within 14 days after receipt of Notice to Award. The Contractor should allow 10 days from receipt by Project Engineer for review and approval or rejection by the Government. For each design re-submittal required, the Contractor should allow an additional 10 days from date receipt by the Project Engineer for review and approval or rejection by the Government.

SR-04 Operation and Maintenance Manuals

The contractor shall prepare three (3) Operation and Maintenance (O&M) Manuals for equipment furnished and incorporated in the work. The manuals shall be prepared in durable 3-ring binders, approximately 8.5 x 11 inches in size, and with at least the following:

1. Identification on the front cover stating the general nature of manual.

2. Typed index and index tabs identifying each section.

3. Complete instructions regarding operation, maintenance, and troubleshooting of all equipment. Material list of components with manufacturers' bulletins and list of replacement parts, part numbers, and name and address of nearest vendor of the parts and equipment.

4. Physical wiring diagram of all control system devices, accessory equipment, and the physical location of each wire between connection terminals on these devices.

5. Electrical schematic (ladder) diagram of the control system showing all circuits and control components in symbolic form using standard symbols. The diagram shall include a legend that explains all symbols.

6. Outline dimension and general physical arrangement drawings of each enclosure and panel board.

7. Copy of all guarantees and warranties issued.

Contract Submittal Requirements p. 3 of 8

SR-05 As-Built Drawings

The as-built drawing shall be a record of the construction as installed and completed by the Contractor. They shall include all the information shown on the contract set of drawings and a record of all deviations, modifications or changes from those drawings which were incorporated in the work; all additional work not appearing on the contract drawings; and all changes which are made after final inspection of the contract work.

The Contractor shall mark up a set of plans to show the as-built conditions. These as-built marked prints shall be kept current and available on the job site at all times. The changes from the contract plans that are made in the work or additional information that might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. No construction work shall be concealed until it has been inspected, approved, and recorded. The drawings shall show at least the following:

a) The project number, contract number, community name, and other relevant general information.

b) The location and description of any utilities or other installations known to exist within the construction area.

c) The location and description of all facilities installed by the Contractor. The location of facilities shall include accurate dimensions and at least 2 ties to permanent features for all major components.

A set of as-built marked prints shall be delivered to the Project Engineer before performance period completion date. As-built drawings must be approved before final payment will be made.

Contract Submittal Requirements p. 4 of 8

SUBMITTAL REVIEW FORM

Received by Proj. Eng. Submittal No.

Date Initial Contract Name

Contract No.

Return to Contractor Contractor Date Initial Project No.

ITEM DESCRIPTION* ACTION BY

NO. (Indicate Type, Model No., Manufacturer, etc.) GOVERNMENT

PRE-CONSTRUCTION SUBMITTALS

1. Work Schedule

(Contract Submittals)

2. Drilling Permit (if required)

3. Erosion/Sediment Control

Plan (if required) Section 31 25 13

4. EPA/State Certified

Testing Lab Sections 33 13 00, 33 13 13, 33 21 00

5. Well Drilling Plan _________________________________ ______

Section 33 21 00

6. Control/Wiring Schematics Section 33 21 00 _________________________________ ______

MATERIAL SUBMITTALS REQUIRED

7. Concrete Materials

Section 03 30 00

8. Concrete Reinforcement

Contract Submittal Requirements p. 5 of 8

9. Concrete Mix

10. Electrical Wire

Section 26 05 19

11. Grounding Components _________________________________ ______

Section 26 05 26

12. Electrical Conduit Section 26 05 33

13. Electrical Pull and Junction

Boxes, Section 26 05 33

14. Electrical: License Requirements, Section 26 05 33

15. Sand Bedding, Section 31 23 17 ________________________________ ______

16. Silt Fence Material

17. Erosion Fiber Logs

18. Aggregate Base ________________________________ ______ Section 32 11 23

19. Topsoil Section 32 91 19

20. Seed Mixture, Application Rate/Times, Section 32 92 19

21. Mulching Material Section 32 92 19

22. Utility Vaults

Section 33 05 17

23. Warning Tape

Section 33 12 13

24. Water Service Line

Section 33 12 13

Contract Submittal Requirements p. 6 of 8

25. Water Service Line Fittings ________________________________ ______ Section 33 12 13

26. Saddles, Tees or Tapped Couplings, Section 33 12 13

27. Individual PRV Section 33 12 13

28. House Connection Materials Section 33 12 13

29. Yard Hydrant Section 33 12 13

30. Disinfection of Water System:

Product Data, Sections 33 13 00, 33 13 13

31. Water Storage Tank Section 33 21 00

32. Submersible Pump/Motor Section 33 21 00

33. Submersible Pump Controller Section 33 21 00

34. Booster Pump/Motor Section 33 21 00

35. Booster Pump Controller Section 33 21 00

36. Pressure System Enclosure (Fiberglass) Section 33 21 00

37. Pressure System Enclosure (Woodframe) Section 33 21 00

38. Pressure Tank Section 33 21 00

39. Pressure System Accessories Section 33 21 00

40. Above Grade Piping ________________________________ ______

Contract Submittal Requirements p. 7 of 8

41. Well Casing

42. Well Screen

43. Drop Pipe

44. Check Valve ________________________________ ______

45. Drilling Fluids

46. Surface Seal

47. Annular Transition Seal

48. Filter Pack

49. Formation Stabilizer

50. Well Development Method _________________________________ ______

POST CONSTRUCTION SUBMITTALS

51. Disinfection Reports

Sections 33 13 00, 33 13 13, 33 21 00

52. Bacteriological Reports

Sections 33 13 00, 33 13 13, 33 21 00

53. Water Well Abandonment:

Signed Statement

54. Well Log

55. Pump Test Results

Contract Submittal Requirements p. 8 of 8

56. Water Quality Test Report ________________________________ ______

57. O&M Manuals

58. Warranty Information

All Sections

59…