(03.12.2024) Amend 0002 (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 replace Technical Section 011700 Measurement & Payment and Section B Pricing Schedule. Both sections are replaced in their entirety. Amendment 0002 extends the due date for proposals to 03.18.2024 0900 hours. 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, California 95814

75H70324B00004

1 33

03/12/2024

10/18/2023

3/18/2024

(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 NUMBER4. 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

8. ADDRESS OFFER TO

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 & Jose.Tapia-Ramirez

Rachel Rosas (916) 930-3981 x318

103/12/2024 at Task Order Level

03.18.2024

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

Section B. Pricing Schedule

Item Quantity Unit Unit Price Total Price

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

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

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

10 10 HR $ $

11 A. Mendocino County 24 HR $ $ 12 B. Lake County 24 HR $ $ 13 C. Sonoma County 8 HR $ $

14 A. Gravel 3-ft Wide 200 LF $ $ 15 B. Gravel less Chamber 200 LF $ $

16 50 LF $ $

17 A. With #8 Wires 50 LF $ $ 18 B. With #10 Wires 50 LF $ $ 19 C. With #12 Wires 50 LF $ $ 20 D. With #16 Wires 50 LF $ $

21 A. 3/4-inch PVC above grade 50 LF $ $ 22 B. 3/4-inch PVC below grade 50 LF $ $ 23 C. 3/4-inch EMT above grade 50 LF $ $ 24 D. 1-inch PVC above grade 50 LF $ $ 25 E. 1-inch PVC below grade 50 LF $ $ 26 F. 1-inch EMT above grade 50 LF $ $ 27 G. 1.5-inch PVC above grade 50 LF $ $ 28 H. 1.5-inch PVC below grade 50 LF $ $ 29 I. 1.5-inch EMT above grade 50 LF $ $ 30 J. 2-inch PVC above grade 50 LF $ $ 31 K. 2-inch PVC below grade 50 LF $ $ 32 L. 2-inch EMT above grade 50 LF $ $ 33 Imported Structural Fill - Section 31 23 17 10 CY $ $

34 5 HR $ $

35 10 HR $ $

36 10 CY $ $

37 10 HR $ $

38 8 EA $ $

39 4 CY $ $

40 10 SY $ $

41 A. Manholes Less than 5 ft 2 EA $ $ 42 B. Manholes Greater than 5 ft 2 EA $ $

43 A. 2-inch HDPE 200 LF $ $ 44 B. 2-inch PVC 100 LF $ $ 45 C. 3-inch HDPE 50 LF $ $ 46 D. 3-inch PVC 50 LF $ $ 47 E. 4-inch PVC 50 LF $ $ 48 F. 6-inch PVC 50 LF $ $

49 6 EA $ $

50 A. 2-inch 50 LF $ $ 51 B. 3-inch 50 LF $ $ 52 C. 4-inch 50 LF $ $ 53 D. 6-inch 20 LF $ $ 54 E. 8-inch 20 LF $ $

55 A. 2-inch 2 EA $ $

Traffic Control - Section 01 50 00

Curtain Drain - Section 02 62 00

Connection to Existing Water Main - Section 33 11 13

Backhoe Service - Section 31 23 17

Slurry Removal - Section 31 23 17

Flush Hydrant Assembly - Section 33 11 16

PVC Sleeve Piping - Section 33 11 13

Water Main - Section 33 11 13

Manholes - Section 33 05 14

Scattered Sites, Residential Water Connections and Sanitation Systems

Troubleshooting and Investigation - Section 01 27 00

Cement Slurry Fill - Section 31 23 17

Soil Tests-Compaction - Section 31 23 17 on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

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

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

Pressurized Drainfield - Section 02 54 10

Installed Electrical Cables - Section 26 05 33

Potholing - Section 31 23 17

Rock Removal - Section 31 23 18 Asphalt Paving - Section 32 12 16

Pricing Schedule - Base Period

Description

Mobilization and Demobilization - Section 01 27 00

Installed Electrical Conduit - Section 26 05 33

Section B. Pricing Schedule Page 1 of 15

56 B. 3-inch 1 EA $ $ 57 C. 4-inch 2 EA $ $

58 A. 2-inch 1 EA $ $ 59 B. 3-inch 1 EA $ $ 60 C. 4-inch 2 EA $ $ 61 D. 6-inch 1 EA $ $

62 1 EA $ $

63 1 EA $ $

64 A. 1-inch PE 500 LF $ $ 65 B. 1 1/4-inch PE 150 LF $ $ 66 C. 1 1/2-inch PE 100 LF $ $ 67 D. 1-inch PVC 100 LF $ $ 68 E. 1 1/4-inch PVC 150 LF $ $ 69 F. 1 1/2-inch PVC 100 LF $ $

70 A. Without PRV 4 EA $ $ 71 B. With PRV 2 EA $ $ 72 Yard Hydrant - Section 33 12 13 3 EA $ $

73 A. Without ERT 2 EA $ $ 74 B. With ERT 4 EA $ $

75 A. 1 ft-5 ft in Depth 5 EA $ $ 76 B. Greater Than 5 ft in Depth 1 EA $ $

77 2 EA $ $

78 A. 1-inch 4 EA $ $ 79 B. 1 1/4-inch 1 EA $ $ 80 C. 1 1/2-inch 1 EA $ $ 81 D. 2-inch 1 EA $ $

82 1 EA $ $

83 2 EA $ $

84 1 EA $ $

85 3 EA $ $

86 A. 44-Gallon 1 EA $ $ 87 B. 86-Gallon 1 EA $ $

88 A. 4-inch 6 EA $ $ 89 B. 6-inch 2 EA $ $

90 A. 4-inch 300 LF $ $ 91 B. 6-inch 100 LF $ $ 92 C. 8-inch 300 LF $ $

Sewer Service Connection - Section 33 31 00 93 A. 1 ft-5 ft in Depth 2 EA $ $ 94 B. Greater Than 5 ft in Depth 1 EA $ $

95 2 EA $ $

96 2 EA $ $

97 A. 1 1/4-inch HDPE DR 11 300 LF $ $ 98 B. 1 1/2-inch HDPE DR 11 100 LF $ $ 99 C. 2-inch HDPE DR 11 50 LF $ $

100 2 EA $ $

101 2 EA $ $

102 1 EA $ $

103 2 LS $ $

104 1 EA $ $

105 A. 1250-Gallon Polyethylene 1 EA $ $ 106 B. 1250-Gallon Concrete - Non-Traffic 1 EA $ $ 107 C. 1500-Gallon Polyethylene 1 EA $ $ 108 D. 1500-Gallon Concrete - Traffic-Rated 1 EA $ $ 109 E. 1500-Gallon Concrete - Non-Traffic 3 EA $ $

110 A. Traffic-Rated 1 EA $ $ 111 B. Non-Traffic 1 EA $ $

112 5 EA $ $

113 1000 LF $ $

114 1 LS $ $

115 1 LS $ $

Solid Sewer Pipe - Section 33 31 00 & 33 31 13

House Connection - Section 33 12 13

Distribution Box - Section 33 36 00 Chamber Drainfield - Section 33 36 00 Flow Divider - Section 33 36 00 Split Flow Valve - Section 33 36 00

Lateral Kit - Section 33 33 00

Septic Tank Manhole Access Risers and Lids - Section 33 36 00

Pump Station Abandonment - Section 33 36 00 Septic Tank Pumping and Inspection - Section 33 36 00 Connect to Existing Septic Tank - Section 33 36 00

On-Lot Sewage Grinder Pumping Unit with Wired Level Sensor- Section 33 32 17 Pump Panel Installation - Section 33 32 17

Septic Tank Abandonment - Section 33 36 00

Fire Hydrant Assembly (6-inch) - Section 33 11 16 Combination Air/Vacuum Valve - Section 33 11 16

Meter Box and Spacer - Section 33 12 13

Water Meter and Box - Section 33 12 13

Backflow Prevention Device - Section 33 12 13

Water Service Line - Section 33 12 13

Gate Valve and Box - Section 33 11 16

Booster Pump - Section 33 12 13 Booster Pump with VFD - Section 33 12 13 Enclosure (Fiberglass) - Section 33 12 13

Pressure System - Section 33 12 13

Sewer Service Line Cleanout - Section 33 31 00

Curb Stop and Box - Section 33 12 13

Water Service Connection - Section 33 12 13

Septic Tank - Section 33 36 00

Low Pressure Sewer Service Line - Section 33 33 00

Section B. Pricing Schedule Page 2 of 15

116 1 EA $ $

117 A. 1 1/4-inch SDR 21 100 LF $ $ 118 B. 1 1/2-inch SDR 21 100 LF $ $ 119 C. 2-inch SDR 21 200 LF $ $

120 50 CY $ $

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

Sewage Mound - Section 33 36 13

PVC Sewer Force Main - Section 33 36 13 Effluent Lift Station - Section 33 36 13

Total Base Period

Section B. Pricing Schedule Page 3 of 15

1001 A. Mendocino County 6 LS $ $ 1002 B. Lake County 6 LS $ $ 1003 C. Sonoma County 1 LS $ $

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

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

1010 10 HR $ $

1011 A. Mendocino County 24 HR $ $ 1012 B. Lake County 24 HR $ $ 1013 C. Sonoma County 8 HR $ $

1014 A. Gravel 3-ft Wide 200 LF $ $ 1015 B. Gravel less Chamber 200 LF $ $

1016 50 LF $ $

1017 A. With #8 Wires 50 LF $ $ 1018 B. With #10 Wires 50 LF $ $ 1019 C. With #12 Wires 50 LF $ $ 1020 D. With #16 Wires 50 LF $ $

1021 A. 3/4-inch PVC above grade 50 LF $ $ 1022 B. 3/4-inch PVC below grade 50 LF $ $ 1023 C. 3/4-inch EMT above grade 50 LF $ $ 1024 D. 1-inch PVC above grade 50 LF $ $ 1025 E. 1-inch PVC below grade 50 LF $ $ 1026 F. 1-inch EMT above grade 50 LF $ $ 1027 G. 1.5-inch PVC above grade 50 LF $ $ 1028 H. 1.5-inch PVC below grade 50 LF $ $ 1029 I. 1.5-inch EMT above grade 50 LF $ $ 1030 J. 2-inch PVC above grade 50 LF $ $ 1031 K. 2-inch PVC below grade 50 LF $ $ 1032 L. 2-inch EMT above grade 50 LF $ $ 1033 Imported Structural Fill - Section 31 23 17 10 CY $ $

1034 5 HR $ $

1035 10 HR $ $

1036 10 CY $ $

1037 10 HR $ $

1038 8 EA $ $

1039 4 CY $ $

1040 10 SY $ $

1041 A. Manholes Less than 5 ft 2 EA $ $ 1042 B. Manholes Greater than 5 ft 2 EA $ $

1043 A. 2-inch HDPE 200 LF $ $ 1044 B. 2-inch PVC 100 LF $ $ 1045 C. 3-inch HDPE 50 LF $ $ 1046 D. 3-inch PVC 50 LF $ $ 1047 E. 4-inch PVC 50 LF $ $ 1048 F. 6-inch PVC 50 LF $ $

1049 6 EA $ $

1050 A. 2-inch 50 LF $ $ 1051 B. 3-inch 50 LF $ $ 1052 C. 4-inch 50 LF $ $ 1053 D. 6-inch 20 LF $ $ 1054 E. 8-inch 20 LF $ $

1055 A. 2-inch 2 EA $ $ 1056 B. 3-inch 1 EA $ $ 1057 C. 4-inch 2 EA $ $

Traffic Control - Section 01 50 00

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

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

Pressurized Drainfield - Section 02 54 10

Installed Electrical Cables - Section 26 05 33

Soil Tests-Compaction - Section 31 23 17 Rock Removal - Section 31 23 18 Asphalt Paving - Section 32 12 16

Mobilization and Demobilization - Section 01 27 00

Troubleshooting and Investigation - Section 01 27 00

Curtain Drain - Section 02 62 00

Potholing - Section 31 23 17 Slurry Removal - Section 31 23 17 Cement Slurry Fill - Section 31 23 17 Backhoe Service - Section 31 23 17

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

PVC Sleeve Piping - Section 33 11 13

Water Main - Section 33 11 13

Connection to Existing Water Main - Section 33 11 13

Flush Hydrant Assembly - Section 33 11 16

Scattered Sites, Residential Water Connections and Sanitation Systems

Description

Manholes - Section 33 05 14

Section B. Pricing Schedule Page 4 of 15

1058 A. 2-inch 1 EA $ $ 1059 B. 3-inch 1 EA $ $ 1060 C. 4-inch 2 EA $ $ 1061 D. 6-inch 1 EA $ $

1062 1 EA $ $

1063 1 EA $ $

1064 A. 1-inch PE 500 LF $ $ 1065 B. 1 1/4-inch PE 150 LF $ $ 1066 C. 1 1/2-inch PE 100 LF $ $ 1067 D. 1-inch PVC 100 LF $ $ 1068 E. 1 1/4-inch PVC 150 LF $ $ 1069 F. 1 1/2-inch PVC 100 LF $ $

1070 A. Without PRV 4 EA $ $ 1071 B. With PRV 2 EA $ $ 1072 Yard Hydrant - Section 33 12 13 3 EA $ $

1073 A. Without ERT 2 EA $ $ 1074 B. With ERT 4 EA $ $

1075 A. 1 ft-5 ft in Depth 5 EA $ $ 1076 B. Greater Than 5 ft in Depth 1 EA $ $

1077 2 EA $ $

1078 A. 1-inch 4 EA $ $ 1079 B. 1 1/4-inch 1 EA $ $ 1080 C. 1 1/2-inch 1 EA $ $ 1081 D. 2-inch 1 EA $ $

1082 1 EA $ $

1083 2 EA $ $

1084 1 EA $ $

1085 3 EA $ $

1086 A. 44-Gallon 1 EA $ $ 1087 B. 86-Gallon 1 EA $ $

1088 A. 4-inch 6 EA $ $ 1089 B. 6-inch 2 EA $ $

1090 A. 4-inch 300 LF $ $ 1091 B. 6-inch 100 LF $ $ 1092 C. 8-inch 300 LF $ $

Sewer Service Connection - Section 33 31 00 1093 A. 1 ft-5 ft in Depth 2 EA $ $ 1094 B. Greater Than 5 ft in Depth 1 EA $ $

1095 2 EA $ $

1096 2 EA $ $

1097 A. 1 1/4-inch HDPE DR 11 300 LF $ $ 1098 B. 1 1/2-inch HDPE DR 11 100 LF $ $ 1099 C. 2-inch HDPE DR 11 50 LF $ $

1100 2 EA $ $

1101 2 EA $ $

1102 1 EA $ $

1103 2 LS $ $

1104 1 EA $ $

1105 A. 1250-Gallon Polyethylene 1 EA $ $ 1106 B. 1250-Gallon Concrete - Non-Traffic 1 EA $ $ 1107 C. 1500-Gallon Polyethylene 1 EA $ $ 1108 D. 1500-Gallon Concrete - Traffic-Rated 1 EA $ $ 1109 E. 1500-Gallon Concrete - Non-Traffic 3 EA $ $

1110 A. Traffic-Rated 1 EA $ $ 1111 B. Non-Traffic 1 EA $ $

1112 5 EA $ $

1113 1000 LF $ $

1114 1 LS $ $

1115 1 LS $ $

1116 1 EA $ $

Gate Valve and Box - Section 33 11 16

Water Service Line - Section 33 12 13

Connect to Existing Septic Tank - Section 33 36 00

Booster Pump - Section 33 12 13 Booster Pump with VFD - Section 33 12 13 Enclosure (Fiberglass) - Section 33 12 13

On-Lot Sewage Grinder Pumping Unit with Wired Level Sensor- Section 33 32 17 Pump Panel Installation - Section 33 32 17

Effluent Lift Station - Section 33 36 13 PVC Sewer Force Main - Section 33 36 13

Septic Tank - Section 33 36 00

Septic Tank Manhole Access Risers and Lids - Section 33 36 00

Solid Sewer Pipe - Section 33 31 00 & 33 31 13

Low Pressure Sewer Service Line - Section 33 33 00

Distribution Box - Section 33 36 00 Chamber Drainfield - Section 33 36 00 Flow Divider - Section 33 36 00 Split Flow Valve - Section 33 36 00

Water Service Connection - Section 33 12 13

Lateral Kit - Section 33 33 00 Septic Tank Abandonment - Section 33 36 00 Pump Station Abandonment - Section 33 36 00 Septic Tank Pumping and Inspection - Section 33 36 00

Water Meter and Box - Section 33 12 13

Curb Stop and Box - Section 33 12 13

Pressure System - Section 33 12 13

Sewer Service Line Cleanout - Section 33 31 00

Fire Hydrant Assembly (6-inch) - Section 33 11 16 Combination Air/Vacuum Valve - Section 33 11 16

Meter Box and Spacer - Section 33 12 13

Backflow Prevention Device - Section 33 12 13

House Connection - Section 33 12 13

Section B. Pricing Schedule Page 5 of 15

1117 A. 1 1/4-inch SDR 21 100 LF $ $ 1118 B. 1 1/2-inch SDR 21 100 LF $ $ 1119 C. 2-inch SDR 21 200 LF $ $

1120 50 CY $ $

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

Sewage Mound - Section 33 36 13

Total Option Period 1

Section B. Pricing Schedule Page 6 of 15

2001 A Mendocino County 6 LS 2002 B. Lake County 6 LS 2003 C. Sonoma County 1 LS

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

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

2010 10 HR

2011 A. Mendocino County 24 HR $ $ 2012 B. Lake County 24 HR $ $ 2013 C. Sonoma County 8 HR $ $

2014 A. Gravel 3-ft Wide 200 LF $ $ 2015 B. Gravel less Chamber 200 LF $ $

2016 50 LF $ $

2017 A. With #8 Wires 50 LF $ $ 2018 B. With #10 Wires 50 LF $ $ 2019 C. With #12 Wires 50 LF $ $ 2020 D. With #16 Wires 50 LF $ $

2021 A. 3/4-inch PVC above grade 50 LF $ $ 2022 B. 3/4-inch PVC below grade 50 LF $ $ 2023 C. 3/4-inch EMT above grade 50 LF $ $ 2024 D. 1-inch PVC above grade 50 LF $ $ 2025 E. 1-inch PVC below grade 50 LF $ $ 2026 F. 1-inch EMT above grade 50 LF $ $ 2027 G. 1.5-inch PVC above grade 50 LF $ $ 2028 H. 1.5-inch PVC below grade 50 LF $ $ 2029 I. 1.5-inch EMT above grade 50 LF $ $ 2030 J. 2-inch PVC above grade 50 LF $ $ 2031 K. 2-inch PVC below grade 50 LF $ $ 2032 L. 2-inch EMT above grade 50 LF $ $ 2033 Imported Structural Fill - Section 31 23 17 10 CY $ $

2034 5 HR $ $

2035 10 HR $ $

2036 10 CY $ $

2037 10 HR $ $

2038 8 EA $ $

2039 4 CY $ $

2040 10 SY $ $

2041 A. Manholes Less than 5 ft 2 EA $ $ 2042 B. Manholes Greater than 5 ft 2 EA $ $

2043 A. 2-inch HDPE 200 LF $ $ 2044 B. 2-inch PVC 100 LF $ $ 2045 C. 3-inch HDPE 50 LF $ $ 2046 D. 3-inch PVC 50 LF $ $ 2047 E. 4-inch PVC 50 LF $ $ 2048 F. 6-inch PVC 50 LF $ $

2049 6 EA $ $

2050 A. 2-inch 50 LF $ $ 2051 B. 3-inch 50 LF $ $ 2052 C. 4-inch 50 LF $ $ 2053 D. 6-inch 20 LF $ $ 2054 E. 8-inch 20 LF $ $

2055 A. 2-inch 2 EA $ $ 2056 B. 3-inch 1 EA $ $ 2057 C. 4-inch 2 EA $ $

Rock Removal - Section 31 23 18 Asphalt Paving - Section 32 12 16

Connection to Existing Water Main - Section 33 11 13

Troubleshooting and Investigation - Section 01 27 00

Curtain Drain - Section 02 62 00

Potholing - Section 31 23 17

Pricing Schedule - Option Period Two

Slurry Removal - Section 31 23 17

PVC Sleeve Piping - Section 33 11 13 on Native American Homes in Mendocino, Lake, and Sonoma Counties, California

Soil Tests-Compaction - Section 31 23 17

Pressurized Drainfield - Section 02 54 10

Manholes - Section 33 05 14

Flush Hydrant Assembly - Section 33 11 16

Scattered Sites, Residential Water Connections and Sanitation Systems

Description

Water Main - Section 33 11 13

Installed Electrical Cables - Section 26 05 33

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

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

Mobilization and Demobilization - Section 01 27 00

Cement Slurry Fill - Section 31 23 17 Backhoe Service - Section 31 23 17

Traffic Control - Section 01 50 00

Section B. Pricing Schedule Page 7 of 15

2058 A. 2-inch 1 EA $ $ 2059 B. 3-inch 1 EA $ $ 2060 C. 4-inch 2 EA $ $ 2061 D. 6-inch 1 EA $ $

2062 1 EA $ $

2063 1 EA $ $

2064 A. 1-inch PE 500 LF $ $ 2065 B. 1 1/4-inch PE 150 LF $ $ 2066 C. 1 1/2-inch PE 100 LF $ $ 2067 D. 1-inch PVC 100 LF $ $ 2068 E. 1 1/4-inch PVC 150 LF $ $ 2069 F. 1 1/2-inch PVC 100 LF $ $

2070 A. Without PRV 4 EA $ $ 2071 B. With PRV 2 EA $ $ 2072 Yard Hydrant - Section 33 12 13 3 EA $ $

2073 A. Without ERT 2 EA $ $ 2074 B. With ERT 4 EA $ $

2075 A. 1 ft-5 ft in Depth 5 EA $ $ 2076 B. Greater Than 5 ft in Depth 1 EA $ $

2077 2 EA $ $

2078 A. 1-inch 4 EA $ $ 2079 B. 1 1/4-inch 1 EA $ $ 2080 C. 1 1/2-inch 1 EA $ $ 2081 D. 2-inch 1 EA $ $

2082 1 EA $ $

2083 2 EA $ $

2084 1 EA $ $

2085 3 EA $ $

2086 A. 44-Gallon 1 EA $ $ 2087 B. 86-Gallon 1 EA $ $

2088 A. 4-inch 6 EA $ $ 2089 B. 6-inch 2 EA $ $

2090 A. 4-inch 300 LF $ $ 2091 B. 6-inch 100 LF $ $ 2092 C. 8-inch 300 LF $ $

Sewer Service Connection - Section 33 31 00 2093 A. 1 ft-5 ft in Depth 2 EA $ $ 2094 B. Greater Than 5 ft in Depth 1 EA $ $

2095 2 EA $ $

2096 2 EA $ $

2097 A. 1 1/4-inch HDPE DR 11 300 LF $ $ 2098 B. 1 1/2-inch HDPE DR 11 100 LF $ $ 2099 C. 2-inch HDPE DR 11 50 LF $ $

2100 2 EA $ $

2101 2 EA $ $

2102 1 EA $ $

2103 2 LS $ $

2104 1 EA $ $

2105 A. 1250-Gallon Polyethylene 1 EA $ $ 2106 B. 1250-Gallon Concrete - Non-Traffic 1 EA $ $ 2107 C. 1500-Gallon Polyethylene 1 EA $ $ 2108 D. 1500-Gallon Concrete - Traffic-Rated 1 EA $ $ 2109 E. 1500-Gallon Concrete - Non-Traffic 3 EA $ $

2110 A. Traffic-Rated 1 EA $ $ 2111 B. Non-Traffic 1 EA $ $

2112 5 EA $ $

2113 1000 LF $ $

2114 1 LS $ $

2115 1 LS $ $

2116 1 EA $ $

Water Meter and Box - Section 33 12 13

Water Service Connection - Section 33 12 13

Septic Tank - Section 33 36 00

Septic Tank Manhole Access Risers and Lids - Section 33 36 00

PVC Sewer Force Main - Section 33 36 13

Lateral Kit - Section 33 33 00

Curb Stop and Box - Section 33 12 13

Sewer Service Line Cleanout - Section 33 31 00

Solid Sewer Pipe - Section 33 31 00 & 33 31 13

Booster Pump with VFD - Section 33 12 13 Enclosure (Fiberglass) - Section 33 12 13

Low Pressure Sewer Service Line - Section 33 33 00

Fire Hydrant Assembly (6-inch) - Section 33 11 16 Combination Air/Vacuum Valve - Section 33 11 16

Meter Box and Spacer - Section 33 12 13

Backflow Prevention Device - Section 33 12 13 Booster Pump - Section 33 12 13

On-Lot Sewage Grinder Pumping Unit with Wired Level Sensor- Section 33 32 17 Pump Panel Installation - Section 33 32 17

Gate Valve and Box - Section 33 11 16

House Connection - Section 33 12 13

Septic Tank Abandonment - Section 33 36 00 Pump Station Abandonment - Section 33 36 00 Septic Tank Pumping and Inspection - Section 33 36 00 Connect to Existing Septic Tank - Section 33 36 00

Distribution Box - Section 33 36 00 Chamber Drainfield - Section 33 36 00 Flow Divider - Section 33 36 00 Split Flow Valve - Section 33 36 00 Effluent Lift Station - Section 33 36 13

Water Service Line - Section 33 12 13

Pressure System - Section 33 12 13

Section B. Pricing Schedule Page 8 of 15

2117 A. 1 1/4-inch SDR 21 100 LF $ $ 2118 B. 1 1/2-inch SDR 21 100 LF $ $ 2119 C. 2-inch SDR 21 200 LF $ $

2120 50 CY $ $

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

Sewage Mound - Section 33 36 13

Total Option Period 2

Section B. Pricing Schedule Page 9 of 15

3001 A. Mendocino County 6 LS 3002 B. Lake County 6 LS 3003 C. Sonoma County 1 LS

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

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

3010 10 HR

3011 A. Mendocino County 24 HR $ $ 3012 B. Lake County 24 HR $ $ 3013 C. Sonoma County 8 HR $ $

3014 A. Gravel 3-ft Wide 200 LF $ $ 3015 B. Gravel less Chamber 200 LF $ $

3016 50 LF $ $

3017 A. With #8 Wires 50 LF $ $ 3018 B. With #10 Wires 50 LF $ $ 3019 C. With #12 Wires 50 LF $ $ 3020 D. With #16 Wires 50 LF $ $

3021 A. 3/4-inch PVC above grade 50 LF $ $ 3022 B. 3/4-inch PVC below grade 50 LF $ $ 3023 C. 3/4-inch EMT above grade 50 LF $ $ 3024 D. 1-inch PVC above grade 50 LF $ $ 3025 E. 1-inch PVC below grade 50 LF $ $ 3026 F. 1-inch EMT above grade 50 LF $ $ 3027 G. 1.5-inch PVC above grade 50 LF $ $ 3028 H. 1.5-inch PVC below grade 50 LF $ $ 3029 I. 1.5-inch EMT above grade 50 LF $ $ 3030 J. 2-inch PVC above grade 50 LF $ $ 3031 K. 2-inch PVC below grade 50 LF $ $ 3032 L. 2-inch EMT above grade 50 LF $ $ 3033 Imported Structural Fill - Section 31 23 17 10 CY $ $

3034 5 HR $ $

3035 10 HR $ $

3036 10 CY $ $

3037 10 HR $ $

3038 8 EA $ $

3039 4 CY $ $

3040 10 SY $ $

3041 A. Manholes Less than 5 ft 2 EA $ $ 3042 B. Manholes Greater than 5 ft 2 EA $ $

3043 A. 2-inch HDPE 200 LF $ $ 3044 B. 2-inch PVC 100 LF $ $ 3045 C. 3-inch HDPE 50 LF $ $ 3046 D. 3-inch PVC 50 LF $ $ 3047 E. 4-inch PVC 50 LF $ $ 3048 F. 6-inch PVC 50 LF $ $

3049 6 EA $ $

3050 A. 2-inch 50 LF $ $ 3051 B. 3-inch 50 LF $ $ 3052 C. 4-inch 50 LF $ $ 3053 D. 6-inch 20 LF $ $ 3054 E. 8-inch 20 LF $ $

3055 A. 2-inch 2 EA $ $ 3056 B. 3-inch 1 EA $ $ 3057 C. 4-inch 2 EA $ $

Installed Electrical Cables - Section 26 05 33

Pressurized Drainfield - Section 02 54 10

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

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

Mobilization and Demobilization - Section 01 27 00

Flush Hydrant Assembly - Section 33 11 16

PVC Sleeve Piping - Section 33 11 13 Connection to Existing Water Main - Section 33 11 13

Water Main - Section 33 11 13

Manholes - Section 33 05 14

Description

Backhoe Service - Section 31 23 17 Soil Tests-Compaction - Section 31 23 17 Rock Removal - Section 31 23 18 Asphalt Paving - Section 32 12 16

Troubleshooting and Investigation - Section 01 27 00 on Native American Homes in Mendocino, Lake, and Sonoma Counties, California Scattered Sites, Residential Water Connections and Sanitation Systems

Curtain Drain - Section 02 62 00

Potholing - Section 31 23 17 Slurry Removal - Section 31 23 17 Cement Slurry Fill - Section 31 23 17

Installed Electrical Conduit - Section 26 05 33

Traffic Control - Section 01 50 00

Section B. Pricing Schedule Page 10 of 15

3058 A. 2-inch 1 EA $ $ 3059 B. 3-inch 1 EA $ $ 3060 C. 4-inch 2 EA $ $ 3061 D. 6-inch 1 EA $ $

3062 1 EA $ $

3063 1 EA $ $

3064 A. 1-inch PE 500 LF $ $ 3065 B. 1 1/4-inch PE 150 LF $ $ 3066 C. 1 1/2-inch PE 100 LF $ $ 3067 D. 1-inch PVC 100 LF $ $ 3068 E. 1 1/4-inch PVC 150 LF $ $ 3069 F. 1 1/2-inch PVC 100 LF $ $

3070 A. Without PRV 4 EA $ $ 3071 B. With PRV 2 EA $ $ 3072 Yard Hydrant - Section 33 12 13 3 EA $ $

3073 A. Without ERT 2 EA $ $ 3074 B. With ERT 4 EA $ $

3075 A. 1 ft-5 ft in Depth 5 EA $ $ 3076 B. Greater Than 5 ft in Depth 1 EA $ $

3077 2 EA $ $

3078 A. 1-inch 4 EA $ $ 3079 B. 1 1/4-inch 1 EA $ $ 3080 C. 1 1/2-inch 1 EA $ $ 3081 D. 2-inch 1 EA $ $

3082 1 EA $ $

3083 2 EA $ $

3084 1 EA $ $

3085 3 EA $ $

3086 A. 44-Gallon 1 EA $ $ 3087 B. 86-Gallon 1 EA $ $

3088 A. 4-inch 6 EA $ $ 3089 B. 6-inch 2 EA $ $

3090 A. 4-inch 300 LF $ $ 3091 B. 6-inch 100 LF $ $ 3092 C. 8-inch 300 LF $ $

Sewer Service Connection - Section 33 31 00 3093 A. 1 ft-5 ft in Depth 2 EA $ $ 3094 B. Greater Than 5 ft in Depth 1 EA $ $

3095 2 EA $ $

3096 2 EA $ $

3097 A. 1 1/4-inch HDPE DR 11 300 LF $ $ 3098 B. 1 1/2-inch HDPE DR 11 100 LF $ $ 3099 C. 2-inch HDPE DR 11 50 LF $ $

3100 2 EA $ $

3101 2 EA $ $

3102 1 EA $ $

3103 2 LS $ $

3104 1 EA $ $

3105 A. 1250-Gallon Polyethylene 1 EA $ $ 3106 B. 1250-Gallon Concrete - Non-Traffic 1 EA $ $ 3107 C. 1500-Gallon Polyethylene 1 EA $ $ 3108 D. 1500-Gallon Concrete - Traffic-Rated 1 EA $ $ 3109 E. 1500-Gallon Concrete - Non-Traffic 3 EA $ $

3110 A. Traffic-Rated 1 EA $ $ 3111 B. Non-Traffic 1 EA $ $

3112 5 EA $ $

3113 1000 LF $ $

3114 1 LS $ $

3115 1 LS $ $

3116 1 EA $ $

House Connection - Section 33 12 13

Water Service Line - Section 33 12 13

Gate Valve and Box - Section 33 11 16

PVC Sewer Force Main - Section 33 36 13

Septic Tank Manhole Access Risers and Lids - Section 33 36 00

Septic Tank - Section 33 36 00

Low Pressure Sewer Service Line - Section 33 33 00

Solid Sewer Pipe - Section 33 31 00 & 33 31 13

Sewer Service Line Cleanout - Section 33 31 00

Pressure System - Section 33 12 13

Curb Stop and Box - Section 33 12 13

Water Service Connection - Section 33 12 13

Booster Pump with VFD - Section 33 12 13

Combination Air/Vacuum Valve - Section 33 11 16

Water Meter and Box - Section 33 12 13

Backflow Prevention Device - Section 33 12 13 Booster Pump - Section 33 12 13

Effluent Lift Station - Section 33 36 13

Septic Tank Abandonment - Section 33 36 00 Pump Station Abandonment - Section 33 36 00

Lateral Kit - Section 33 33 00

Fire Hydrant Assembly (6-inch) - Section 33 11 16

Pump Panel Installation - Section 33 32 17

Flow Divider - Section 33 36 00 Split Flow Valve - Section 33 36 00

Meter Box and Spacer - Section 33 12 13

Distribution Box - Section 33 36 00 Chamber Drainfield - Section 33 36 00

Enclosure (Fiberglass) - Section 33 12 13

On-Lot Sewage Grinder Pumping Unit with Wired Level Sensor- Section 33 32 17

Septic Tank Pumping and Inspection - Section 33 36 00 Connect to Existing Septic Tank - Section 33 36 00

Section B. Pricing Schedule Page 11 of 15

3117 A. 1 1/4-inch SDR 21 100 LF $ $ 3118 B. 1 1/2-inch SDR 21 100 LF $ $ 3119 C. 2-inch SDR 21 200 LF $ $

3120 50 CY $ $

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

$ $Total Option Period 3

Sewage Mound - Section 33 36 13

Section B. Pricing Schedule Page 12 of 15

4001 A. Mendocino County 6 LS 4002 B. Lake County 6 LS 4003 C. Sonoma County 1 LS

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

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

4010 10 HR

4011 A. Mendocino County 24 HR $ $ 4012 B. Lake County 24 HR $ $ 4013 C. Sonoma County 8 HR $ $

4014 A. Gravel 3-ft Wide 200 LF $ $ 4015 B. Gravel less Chamber 200 LF $ $

4016 50 LF $ $

4017 A. With #8 Wires 50 LF $ $ 4018 B. With #10 Wires 50 LF $ $ 4019 C. With #12 Wires 50 LF $ $ 4020 D. With #16 Wires 50 LF $ $

4021 A. 3/4-inch PVC above grade 50 LF $ $ 4022 B. 3/4-inch PVC below grade 50 LF $ $ 4023 C. 3/4-inch EMT above grade 50 LF $ $ 4024 D. 1-inch PVC above grade 50 LF $ $ 4025 E. 1-inch PVC below grade 50 LF $ $ 4026 F. 1-inch EMT above grade 50 LF $ $ 4027 G. 1.5-inch PVC above grade 50 LF $ $ 4028 H. 1.5-inch PVC below grade 50 LF $ $ 4029 I. 1.5-inch EMT above grade 50 LF $ $ 4030 J. 2-inch PVC above grade 50 LF $ $ 4031 K. 2-inch PVC below grade 50 LF $ $ 4032 L. 2-inch EMT above grade 50 LF $ $ 4033 Imported Structural Fill - Section 31 23 17 10 CY $ $

4034 5 HR $ $

4035 10 HR $ $

4036 10 CY $ $

4037 10 HR $ $

4038 8 EA $ $

4039 4 CY $ $

4040 10 SY $ $

4041 A. Manholes Less than 5 ft 2 EA $ $ 4042 B. Manholes Greater than 5 ft 2 EA $ $

4043 A. 2-inch HDPE 200 LF $ $ 4044 B. 2-inch PVC 100 LF $ $ 4045 C. 3-inch HDPE 50 LF $ $ 4046 D. 3-inch PVC 50 LF $ $ 4047 E. 4-inch PVC 50 LF $ $ 4048 F. 6-inch PVC 50 LF $ $

4049 6 EA $ $

4050 A. 2-inch 50 LF $ $ 4051 B. 3-inch 50 LF $ $ 4052 C. 4-inch 50 LF $ $ 4053 D. 6-inch 20 LF $ $ 4054 E. 8-inch 20 LF $ $

4055 A. 2-inch 2 EA $ $ 4056 B. 3-inch 1 EA $ $ 4057 C. 4-inch 2 EA $ $ on Native American Homes in Mendocino, Lake, and Sonoma Counties, California Scattered Sites, Residential Water Connections and Sanitation Systems

Description

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

Pressurized Drainfield - Section 02 54 10

Installed Electrical Cables - Section 26 05 33

Manholes - Section 33 05 14

Water Main - Section 33 11 13

PVC Sleeve Piping - Section 33 11 13

Flush Hydrant Assembly - Section 33 11 16

Troubleshooting and Investigation - Section 01 27 00

Curtain Drain - Section 02 62 00

Mobilization and Demobilization - Section 01 27 00

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

Potholing - Section 31 23 17 Slurry Removal - Section 31 23 17 Cement Slurry Fill - Section 31 23 17 Backhoe Service - Section 31 23 17

Installed Electrical Conduit - Section 26 05 33

Soil Tests-Compaction - Section 31 23 17 Rock Removal - Section 31 23 18 Asphalt Paving - Section 32 12 16

Connection to Existing Water Main - Section 33 11 13

Traffic Control - Section 01 50 00

Section B. Pricing Schedule Page 13 of 15

4058 A. 2-inch 1 EA $ $ 4059 B. 3-inch 1 EA $ $ 4060 C. 4-inch 2 EA $ $ 4061 D. 6-inch 1 EA $ $

4062 1 EA $ $

4063 1 EA $ $

4064 A. 1-inch PE 500 LF $ $ 4065 B. 1 1/4-inch PE 150 LF $ $ 4066 C. 1 1/2-inch PE 100 LF $ $ 4067 D. 1-inch PVC 100 LF $ $ 4068 E. 1 1/4-inch PVC 150 LF $ $ 4069 F. 1 1/2-inch PVC 100 LF $ $

4070 A. Without PRV 4 EA $ $ 4071 B. With PRV 2 EA $ $ 4072 Yard Hydrant - Section 33 12 13 3 EA $ $

4073 A. Without ERT 2 EA $ $ 4074 B. With ERT 4 EA $ $

4075 A. 1 ft-5 ft in Depth 5 EA $ $ 4076 B. Greater Than 5 ft in Depth 1 EA $ $

4077 2 EA $ $

4078 A. 1-inch 4 EA $ $ 4079 B. 1 1/4-inch 1 EA $ $ 4080 C. 1 1/2-inch 1 EA $ $ 4081 D. 2-inch 1 EA $ $

4082 1 EA $ $

4083 2 EA $ $

4084 1 EA $ $

4085 3 EA $ $

4086 A. 44-Gallon 1 EA $ $ 4087 B. 86-Gallon 1 EA $ $

4088 A. 4-inch 6 EA $ $ 4089 B. 6-inch 2 EA $ $

4090 A. 4-inch 300 LF $ $ 4091 B. 6-inch 100 LF $ $ 4092 C. 8-inch 300 LF $ $

Sewer Service Connection - Section 33 31 00 4093 A. 1 ft-5 ft in Depth 2 EA $ $ 4094 B. Greater Than 5 ft in Depth 1 EA $ $

4095 2 EA $ $

4096 2 EA $ $

4097 A. 1 1/4-inch HDPE DR 11 300 LF $ $ 4098 B. 1 1/2-inch HDPE DR 11 100 LF $ $ 4099 C. 2-inch HDPE DR 11 50 LF $ $

4100 2 EA $ $

4101 2 EA $ $

4102 1 EA $ $

4103 2 LS $ $

4104 1 EA $ $

4105 A. 1250-Gallon Polyethylene 1 EA $ $ 4106 B. 1250-Gallon Concrete - Non-Traffic 1 EA $ $ 4107 C. 1500-Gallon Polyethylene 1 EA $ $ 4108 D. 1500-Gallon Concrete - Traffic-Rated 1 EA $ $ 4109 E. 1500-Gallon Concrete - Non-Traffic 3 EA $ $

4110 A. Traffic-Rated 1 EA $ $ 4111 B. Non-Traffic 1 EA $ $

4112 5 EA $ $

4113 1000 LF $ $

4114 1 LS $ $

4115 1 LS $ $

4116 1 EA $ $

Sewer Service Line Cleanout - Section 33 31 00

Pressure System - Section 33 12 13

Water Service Connection - Section 33 12 13

Solid Sewer Pipe - Section 33 31 00 & 33 31 13

Gate Valve and Box - Section 33 11 16

Water Service Line - Section 33 12 13

Low Pressure Sewer Service Line - Section 33 33 00

Septic Tank - Section 33 36 00

House Connection - Section 33 12 13

Curb Stop and Box - Section 33 12 13

Septic Tank Manhole Access Risers and Lids - Section 33 36 00

PVC Sewer Force Main - Section 33 36 13

Septic Tank Pumping and Inspection - Section 33 36 00

On-Lot Sewage Grinder Pumping Unit with Wired Level Sensor- Section 33 32 17

Effluent Lift Station - Section 33 36 13

Combination Air/Vacuum Valve - Section 33 11 16

Pump Station Abandonment - Section 33 36 00

Backflow Prevention Device - Section 33 12 13 Booster Pump - Section 33 12 13 Booster Pump with VFD - Section 33 12 13 Enclosure (Fiberglass) - Section 33 12 13

Fire Hydrant Assembly (6-inch) - Section 33 11 16

Distribution Box - Section 33 36 00 Chamber Drainfield - Section 33 36 00 Flow Divider - Section 33 36 00

Meter Box and Spacer - Section 33 12 13

Split Flow Valve - Section 33 36 00

Pump Panel Installation - Section 33 32 17

Lateral Kit - Section 33 33 00 Septic Tank Abandonment - Section 33 36 00

Connect to Existing Septic Tank - Section 33 36 00

Water Meter and Box - Section 33 12 13

Section B. Pricing Schedule Page 14 of 15

4117 A. 1 1/4-inch SDR 21 100 LF $ $ 4118 B. 1 1/2-inch SDR 21 100 LF $ $ 4119 C. 2-inch SDR 21 200 LF $ $

4120 50 CY $ $

** 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

Total Option Period 4

Total Base Year

Sewage Mound - Section 33 36 13

Total Option Period 1 Total Option Period 2 Total Option Period 3 Total Option Period 4

Grand Total (Base + 4 Option Periods)

Apparent errors in extension of unit prices will be corrected.

Pricing Schedule Notes.

The following Bid Schedule is based on estimated quantities required to meet the specifications. The total extended prices shall be used for bid evaluation purposes only. The actual amount to be paid by the Government under the contract shall be computed on the actual quantities installed at the unit bid prices awarded. Work performed under the contract will be ordered by issuance of delivery orders in accordance with clause 52.216-18 Ordering (See Section I). The designated ordering office is the Contracting Office, Indian Health Service Service/California Area Office, Sacramento, CA.

The Pricing Schedules is based on the bona fide needs necessary to execute IHS mission requirements. Extended pricing will be used for bid evaluation purposes only. The amount paid by the Government, under this contract, shall be based on actual quantities executed at the unit prices awarded.

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 delivery order at the actual of the connection or permitting fees - annotated on the Pricing Schedule.

FAR 52.211-18 Variation in Estimated Quantities. Lines are estimated quantities and fall under the guidelines of FAR 52.211-18. Estimated quantities are annotated in the Pricing Schedule with *.

Offeror/Bidder shall distribute indirect costs (overhead, profit, bond, etc., over all the items in the Pricing Schedule. The Government will review all submitted schedules for an unbalancing of the items Any submitted line items determined to be unbalanced may cause the proposal to be determined "unacceptable."

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

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 Offeror/Bidder shows only the total price but fail to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

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.

End Section B.

Section B. Pricing Schedule Page 15 of 15

California Area Indian Health Service Revised 5/18/2018

Measurement and Payment

01 27 00 - 1

SECTION 01 27 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Summary.

B. Estimated quantities.

C. Survey and measurements.

D. Payment for increased or decreased quantities.

E. Omitted items.

F. Partial payments.

G. Payment for material delivered.

H. Final payment.

I. Incidental work.

J. Description of pay items

1.2 SUMMARY

A. Work covered by this section includes method of measurement and basis of payment for all divisions included.

B. Payment for the various items of the Bid Schedules, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation, and temporary facilities required to complete the work in accordance with contract documents including incidentals.

C. Respective prices and payment shall constitute full compensation for all work completed including incidentals.

D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor.

E. No payment shall be made for mobilization and demobilization of equipment, unless it is explicitly included as a bid item.

F. The Contractor, in case of unit-price items measured for payment, shall be paid for the actual amount of Work accepted and for the actual amount of materials in place, as shown by final

01 27 00 - 2 measurement. Plan quantity items shall be paid for at the unit price for the quantities shown on the plans and tabulated in the bid form.

G. The Contractor, in case of lump sum amounts, or by plan quantities, shall be paid for the percentage of the work item completed as determined by the Engineer.

H. All units of measurement shall be standard United States convention as applied to the specific items of Work by tradition and as interpreted by the Engineer.

1.3 ESTIMATED QUANTITIES

A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used: (1) as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted.

B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for damages, anticipated profits, or otherwise, on account of differences between the estimated amounts and the actual amount of work performed and materials furnished.

C. The payment of any partial estimate or of any retained percentage in no way shall affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damage due to such defects.

1.4 SURVEY AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the project Engineer.

B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the drawings, specifications, and other contract documents.

1.5 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of work are ordered and performed, the Contractor shall accept payment in full at the Contract price for the actual quantities of Work done. No allowance will be made for anticipated profits.

1.6 OMITTED ITEMS

A. Should any items contained in the Bid Form be found unnecessary for the proper completion of the Work contracted, the Engineer may eliminate such items from the Contract, and such action shall in no way invalidate the Contract, and no allowance will be made for items so eliminated in making final payment to the Contractor.

1.7 PARTIAL PAYMENTS

01 27 00 - 3

A. Partial payments shall be made monthly as the work progresses. All partial invoices and payments shall be subject to the provisions of the General and Supplementary Conditions.

1.8 PAYMENT FOR MATERIAL DELIVERED

A. When requested by the Contractor and at the discretion of the Engineer, payment may be made for all or part of the value of acceptable, non-perishable materials and equipment which are to be incorporated into Bid Items, have not been used and have been delivered to the construction site, or placed in storage places acceptable to the Engineer. Payment shall require paid invoices and proof of insurance and be subject to the provisions of the General and Supplementary Conditions.

B. No partial payment shall be made upon fuels, supplies, lumber, false work, or other materials, or on temporary structures of any kind that are not a permanent part of the Contract.

1.9 FINAL PAYMENT

A. The Engineer will make, as soon as practicable after the entire completion of the project, a final quantity invoice of the amount of the Work performed and the value of such Work. The Contracting Officer shall make final payments of the sum found due less retainages subject to provisions of the General and Supplemental Conditions.

1.10 INCIDENTAL WORK

A. Incidental work items for which separate payment will not be made includes the following items, unless explicitly included as a bid item. This is not a complete and comprehensive list – see other Technical Specifications for more information:

1. Pre-Construction photographs.

2. Project record documents

3. Traffic control plan and traffic regulation.

4. Signs.

5. Clean up and restoration of property.

6. Restoration of fences and other structures.

7. Cooperation and coordination with other contractors and utility companies.

8. Utility crossings and relocations, unless otherwise paid for.

9. Temporary utility service to buildings, as required to maintain service during construction.

10. Minor Items – such as relocation of sign posts, guard rails, rock wall, mail boxes, curbs, traffic loop detectors, pavement markings, etc., damaged as a result of construction activities.

11. Trench boxes, steel and/or wood sheeting as required, including that left in place.

12. Maintenance of all existing water flows and repair of existing water pipes.

13. Dust control.

14. Erosion control.

15. Clearing, grubbing, and stripping.

16. Loaming, seeding, grading, liming, fertilizing, mulching, and watering.

17. Routine flagman services.

18. Construction schedules, bonds, insurance, shop drawings, warranties, guarantees, certifications, and other submittals required by the Contract Documents.

01 27 00 - 4

19. Repair and replacement of water lines, culverts, under-drains, rock lined drainage trenches in streets and other utilities damaged by construction activities and corresponding proper disposal of removed materials unless otherwise paid for.

20. Weather protection.

21. Permits not otherwise paid for or provided by the Owner.

22. Visits to the project site or elsewhere by personnel or agents of the Contractor, including manufacturer’s representatives, as may be required.

23. Mobilization and demobilization, unless specifically listed in Bid Schedule.

24. Excavation including the test pits specifically shown or ordered by the Engineer to establish underground utility locations.

25. Contract administration and insurance.

26. Test pits to establish in place field soils density, groundwater conditions, or requirements for de-watering.

27. Pipe markings.

28. Construction Trailer.

PART 2…