SF_1442.pdf

SECTION B

PRICING

SCHEDULE

ITEM Qty U/M U/P TOTAL PRICE

1 10 LS $ $

2 10 CY $ $

3 5 CY $ $

4 50 HR $ $

5 2 CY $ $

6 2 EA $ $

7 2 CY $ $

8 2 CY $ $

9 50 LF $ $

10 50 LF $ $

11 50 LF $ $

12 50 LF $ $

13 1 EA $ $

14 1 EA $ $

15 1 EA $ $

16 1 EA $ $

17 1 EA $ $

18 1 EA $ $

19 1 EA $ $

20 1 EA $ $

21 1 EA $ $

22 1 EA $ $

23 20 LF $ $

24 2 EA $ $

25 2 EA $ $

26 500 LF $ $

27 50 LF $ $

28 50 LF $ $

29 50 LF $ $

30 50 LF $ $

31 1 EA $ $

32 2 EA $ $

BID SCHEDULE - BASE YEAR

b. With PRV

a. 1 ft - 5 ft Depth

b. Greater the 5 ft to 9 ft Depth

Water Service Line - TP 02518

a. 1" PE

b. 1 1/4-inch PE

c. 1 1/2-inch PE

a. 2-inch

b. 3-inch

c. 4-inch

d. 6-inch Combination Air/Vacuum Valve - TP 02510

Water Service Connection - TP 02510 Steel Pipe Encasement (6-inch dia) - TP 02510 Connection to Existing Water Main - TP 02510

a. 2-inch

b. 4-inch

Fire Hydrant Assembly (6-inch) - TP 02510

a. Wet Barrel

b. Dry Barrel

Gate Valve and Box - TP 02510

PVC Water Main - TP 02510

a. 2-inch

b. 3-inch

c. 4-inch

d. 6-inch

Flush Hydrant Assembly - TP 02510

Potholing - TP 02315 Cement Slurry Fill - TP 02315 Soils Tests - TP 02315 Rock Removal - TP 02316 Flowable Fill - TP 02322

d. 1-inch PVC

Service Systems and other related appurtenances on or near Native American residences located in Humbolt, Del

DESCRIPTION

Imported Pipe Embedment - TP 02315 Mobilization/Demobilization - TP 02100

e. 1 1/2-inch PVC House Connection - TP 02518

Contractor shall provide all labor, materials, and supplies necessary to construct "Individual Wastewater Disposal and Siskiyou Counties, California

Imported Structural Fill - TP 02315

a. Without PRV

33 2 EA $ $

34 1 EA $ $

35 1 EA $ $

36 1 EA $ $

37 1 EA $ $

38 1 EA $ $

39 2 LS $ $

40 1 LS $ $

41 50 LF $ $

42 50 LF $ $

43 1 EA $ $

44 1 EA $ $

45 300 LF $ $

46 5 EA $ $

47 2 EA $ $

48 2 EA $ $

49 1 EA $ $

50 2 EA $ $

51 1 EA $ $

52 1 EA $ $

53 2 EA $ $

54 8 EA $ $

55 Septic Tank Abandonment - TP 02540 2 EA $ $ 56 Connect to Existing Septic Tank - TP 02540 2 EA $ $ 57 Solid Sewer Pipe (4-inch) - TP 02540 200 LF $ $ 58 Distribution Box- TP 02540 5 EA $ $

59 150 LF $ $

60 150 LF $ $

61 150 LF $ $

62 500 LF $ $

63 Inspection Port - TP 02540 18 EA $ $ 64 Screened Baffle/Effluent Filter - TP 02540 5 EA $ $ 65 Septic Tank Pumping & Inspection - TP 02540 4 LS $ $

66 150 LF $ $

67 150 LF $ $

68 Individual Sewage Lift Station - TP 02545 1 EA $ $

69 100 LF $ $

b. Gravel-less Chamber

PVC Sewer Force Main - TP 02545

a. 1-1/2 inch SDR 21

a. 12-inches Gravel Below Pipe

b. 24-inches Gravel Below Pipe

c. 36-inches Gravel Below Pipe

d. Chamber

Pressurized Drainfield - TP 02541

a. Gravel 3-ft wide

c. 1500-gallon FRP

d. 1500-gallon Polyethylene

Septic Tank Manhole Access Riser & Lid - TP 02540

a. Traffic-Rated

b. Non-Traffic

Drainfield - TP 02540

Sewer Service Connection - TP 02532

a. 1 ft - 5 ft Depth

b. Greater the 5 ft to 9 ft Depth

Septic Tank - TP 02540

a. 1500-gallon Concrete - Traffic-Rated

b. 1500-gallon Concrete - Non-Traffic

a. 6-inch

b. 8-inch Connection To Existing Sewer Main - TP 02530 Sewer Main Cleanout - TP 02530 Sewer Service Line - TP 02532 Sewer Service Line Cleanout & Box - TP 02532

b. 1 1/4-inch

c. 1 1/2-inch

d. 2-inch Spring Box Development - TP 02525 Water Collection Screen - TP 02526

Sanitary Sewer Main - TP 02530

Water Meter and Box - TP 02518

a. Without ERT

b. With ERT

Curb Stop and Box - TP 02518

a. 1-inch

70 50 LF $ $

71 Mound System/Imported Fill - TP 02545 60 CY $ $ 72 Curtain Drain - TP 02620 25 LF $ $ 73 Well Abandonment - TP 02650 1 LS $ $ 74 Asphalt Concrete Paving- TP 02740 10 SY $ $ 75 Water Quality Test for UV Disinfection Unit - TP 2 EA $ $ 76 UV Disinfection Unit - TP 11267 2 EA $ $ 77 Water Softener - TP 11267 1 EA $ $ 78 Water Quality Test for Slow Sand Filter - TP 112 6 EA $ $ 79 Individual Slow Sand Filter- TP 13220 6 EA $ $ 80 Individual Roughing Filter- TP 13220 6 EA $ $ 81 Chlorinator Box - TP 13220 6 EA $ $ 82 Submersible Pump - TP 15450 2 EA $ $ 83 Booster Pump - TP 15450 2 EA $ $

84 2 LS $ $

85 2 LS $ $

86 Water Storage Tank 1500 gal - TP 15450 3 EA $ $

87 100 LF $ $

88 50 LF $ $

89 50 LF $ $

90 50 LF $ $

91 5 HR $ $

TOTAL BASE YEAR:

b. With #10 Wires

c. With #12 Wires

d. With #16 Wires Trouble Shooting and Investigation TP 16100 Permits and/or Other Fees Paid by Direct Reimbursement, Receipt Required

b. With Enclosure

Buried Electrical Cables - TP 16100

a. With #8 Wires

b. 2 inch SDR 21

Pressure System - TP 15450

a. Without Enclosure

ITEM Qty U/M U/P TOTAL PRICE

101 10 LS $ $

102 10 CY $ $

103 5 CY $ $

104 50 HR $ $

105 2 CY $ $

106 2 EA $ $

107 2 CY $ $

108 2 CY $ $

109 50 LF $ $

110 50 LF $ $

111 50 LF $ $

112 50 LF $ $

113 1 EA $ $

114 1 EA $ $

115 1 EA $ $

116 1 EA $ $

117 1 EA $ $

118 1 EA $ $

119 1 EA $ $

120 1 EA $ $

121 1 EA $ $

122 1 EA $ $

123 20 LF $ $

124 2 EA $ $

125 2 EA $ $

126 500 LF $ $

127 50 LF $ $

128 50 LF $ $

129 50 LF $ $

130 50 LF $ $

131 1 EA $ $

132 2 EA $ $

BID SCHEDULE - OPTION YEAR

Service Systems and other related appurtenances on or near Native American residences located in Humbolt, Del

DESCRIPTION

Mobilization/Demobilization - TP 02100 Imported Pipe Embedment - TP 02315 Imported Structural Fill - TP 02315 Potholing - TP 02315 Cement Slurry Fill - TP 02315 Soils Tests - TP 02315 Rock Removal - TP 02316 Flowable Fill - TP 02322

PVC Water Main - TP 02510

a. 2-inch

b. 3-inch

c. 4-inch

d. 6-inch

Flush Hydrant Assembly - TP 02510

a. 2-inch

b. 4-inch

Fire Hydrant Assembly (6-inch) - TP 02510

a. Wet Barrel

b. Dry Barrel

Gate Valve and Box - TP 02510

a. 2-inch

b. 3-inch

c. 4-inch

d. 6-inch Combination Air/Vacuum Valve - TP 02510 Connection to Existing Water Main - TP 02510 Steel Pipe Encasement (6-inch dia) - TP 02510

Water Service Connection - TP 02510

a. 1 ft - 5 ft Depth

b. Greater the 5 ft to 9 ft Depth

Water Service Line - TP 02518

a. 1" PE

b. 1 1/4-inch PE

c. 1 1/2-inch PE

d. 1-inch PVC

e. 1 1/2-inch PVC

House Connection - TP 02518

a. Without PRV

b. With PRV

Contractor shall provide all labor, materials, and supplies necessary to construct "Individual Wastewater Disposal and Siskiyou Counties, California

133 2 EA $ $

134 1 EA $ $

135 1 EA $ $

136 1 EA $ $

137 1 EA $ $

138 1 EA $ $

139 2 LS $ $

140 1 LS $ $

141 50 LF $ $

142 50 LF $ $

143 1 EA $ $

144 1 EA $ $

145 300 LF $ $

146 5 EA $ $

147 2 EA $ $

148 2 EA $ $

149 1 EA $ $

150 2 EA $ $

151 1 EA $ $

152 1 EA $ $

153 2 EA $ $

154 8 EA $ $

155 Septic Tank Abandonment - TP 02540 2 EA $ $ 156 Connect to Existing Septic Tank - TP 02540 2 EA $ $ 157 Solid Sewer Pipe (4-inch) - TP 02540 200 LF $ $ 158 Distribution Box- TP 02540 5 EA $ $

159 150 LF $ $

160 150 LF $ $

161 150 LF $ $

162 500 LF $ $

163 Inspection Port - TP 02540 18 EA $ $ 164 Screened Baffle/Effluent Filter - TP 02540 5 EA $ $ 165 Septic Tank Pumping & Inspection - TP 02540 4 LS $ $

166 150 LF $ $

167 150 LF $ $

168 Individual Sewage Lift Station - TP 02545 1 EA $ $

169 100 LF $ $

Water Meter and Box - TP 02518

a. Without ERT

b. With ERT

Curb Stop and Box - TP 02518

a. 1-inch

b. 1 1/4-inch

c. 1 1/2-inch

d. 2-inch Spring Box Development - TP 02525 Water Collection Screen - TP 02526

Sanitary Sewer Main - TP 02530

a. 6-inch

b. 8-inch Connection To Existing Sewer Main - TP 02530 Sewer Main Cleanout - TP 02530 Sewer Service Line - TP 02532 Sewer Service Line Cleanout & Box - TP 02532

Sewer Service Connection - TP 02532

a. 1 ft - 5 ft Depth

b. Greater the 5 ft to 9 ft Depth

Septic Tank - TP 02540

a. 1500-gallon Concrete - Traffic-Rated

b. 1500-gallon Concrete - Non-Traffic

c. 1500-gallon FRP

d. 1500-gallon Polyethylene

Septic Tank Manhole Access Riser & Lid - TP 02540

a. Traffic-Rated

b. Non-Traffic

Drainfield - TP 02540

a. 12-inches Gravel Below Pipe

b. 24-inches Gravel Below Pipe

c. 36-inches Gravel Below Pipe

d. Chamber

Pressurized Drainfield - TP 02541

a. Gravel 3-ft wide

b. Gravel-less Chamber

PVC Sewer Force Main - TP 02545

a. 1-1/2 inch SDR 21

170 50 LF $ $

171 Mound System/Imported Fill - TP 02545 60 CY $ $ 172 Curtain Drain - TP 02620 25 LF $ $ 173 Well Abandonment - TP 02650 1 LS $ $ 174 Asphalt Concrete Paving- TP 02740 10 SY $ $ 175 Water Quality Test for UV Disinfection Unit - TP 2 EA $ $ 176 UV Disinfection Unit - TP 11267 2 EA $ $ 177 Water Softener - TP 11267 1 EA $ $ 178 Water Quality Test for Slow Sand Filter - TP 112 6 EA $ $ 179 Individual Slow Sand Filter- TP 13220 6 EA $ $ 180 Individual Roughing Filter- TP 13220 6 EA $ $ 181 Chlorinator Box - TP 13220 6 EA $ $ 182 Submersible Pump - TP 15450 2 EA $ $ 183 Booster Pump - TP 15450 2 EA $ $

184 2 LS $ $

185 2 LS $ $

186 Water Storage Tank 1500 gal - TP 15450 3 EA $ $

187 100 LF $ $

188 50 LF $ $

189 50 LF $ $

190 50 LF $ $

191 5 HR $ $

TOTAL OPTION YEAR:

TOTAL BASE YEAR:

TOTAL OPTION YEAR:

TOTAL BID:

PRICING SCHEDULE NOTES

3 Prices must be submitted on all individual items of this CLIN schedule. Failure to do so may cause the proposal to be determined "unacceptable."

4 If a modification to a price is submitted which provides for a lump sum adjustment to the total price, the application of the lump sum adjustment to each item in the CLIN schedule must be

b. 2 inch SDR 21

Pressure System - TP 15450

a. Without Enclosure

b. With Enclosure

Buried Electrical Cables - TP 16100

a. With #8 Wires

b. With #10 Wires

c. With #12 Wires

d. With #16 Wires Trouble Shooting and Investigation TP 16100 Permits and/or Other Fees Paid by Direct Reimbursement, Receipt Req'd

This Pricing Schedule is based on estimated quantities required to meet the specifications. The total extended prices shall be used for evaluation purposes only. The actual amount to be paid, by the Government shall be computed based on actual quantities installed at the unit bid price(s).

Work performed under subject contract will be ordered via the issuance of a Task Order signed and executed by the Contracting Officer prior to the initialization of work activities as well as a Notice to Proceed, if applicable. See Section H - Special Contract Requirements.

stated. If it is not stated, the Offeror/Bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every item in the CLIN schedule.

5 The Offeror/Bidder shall distribute his indirect costs (overhead, profit, bond, etc) over all the items in the CLIN schedule. The Government will review all submitted CLIN schedules for any unbalancing of the items. Any submitted CLIN schedule determined to be unbalanced may cause the proposal to be determined "unacceptable."

6 In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended proposed price. If the Offeror/Bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

7 Arithmetic Discrepancies. For the purpose of initial evaluation of bids the following will be utilized in resolving arithmetic discrepancies found on the face of the CLIN schedule as submitted by the bidder.

(a) Obviously misplaced decimal points will be corrected;

(b) Discrepancy between unit price and extended price, the unit price will govern;

(c) Apparent errors in extension of unit prices will be corrected;

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

For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepanies as provided above and the bid will be so reflected on the abstract of bids.

These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

8 Dewatering prices will be negotiated on a site specific basis.

9 All quantities are estimated, reference FAR 52.211-18 Variation in Estimated Quantity

10 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 cost of the connection or permitting fees.

SECTION C

TECHNICAL

SPECIFICATION

Special Provisions CAO Standard October, 2009

Revised January 2017

Special Provisions p. 1 of 4

SECTION C

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 wastewater disposal systems, individual water and sewer service lines, 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 Humboldt, Del Norte, Trinity and Siskiyou 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.

Special Provisions p. 2 of 4

C.5 LAWS AND PERMITS AFFECTING WORK

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

Special Provisions p. 3 of 4

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 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.

Special Provisions p. 4 of 4

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 15

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

Contract Submittal Requirements p. 2 of 15

Engineer for review and approval or rejection by the Government. For each material 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 15

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 15

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. Encroachment Permit ______________________________

3. Name of Independent

Testing Lab

TP 02315

4. Blasting Plan

TP 02316

5. Name of Blaster

In Charge

6. Seismic Survey Specialists

Experience

7. Explosive Specialists

Experience

8. Blasting Permits and

Licenses TP 02316

Contract Submittal Requirements p. 5 of 15

9. Erosion/Sediment Control Plan, if required

TP 02370

10. EPA/State Certified ______________________________

Testing Lab TP 02516

11. Spring Development Box: ______________________________ Tribal Water Quality Permit, If required TP 02525

12. Water Collection Screens: ______________________________ Tribal Water Quality Permit, If required TP 02526

13. Water Treatment Firm: ______________________________

Qualifications

TP 02516

14. Traffic Control Plan (if ______________________________

Required)

TP 02740

15. AC Paving: Permit ______________________________

16. Shop Drawing for Temporary Paving

17. UV: EPA/State certified lab

TP 11267

18. UV: Water Quality lab:

UV Transmissivity

19. UV: Water Quality Test Data /Water Softener Recommendations TP 11267

20. Slow Sand Filter:

Water Quality Test Data And Recommendations

TP 13220

21. ______________

Contract Submittal Requirements p. 6 of 15

22. ______________

23. ______________

MATERIAL SUBMITTALS REQUIRED

24. ASTM D1557 modified ______________________________

Proctors & Proctor Curves

25. Compaction Tests ______________________________

26. Imported Pipe Bedding

Gradation TP 02315

27. Imported Structural Fill ______________________________ Gradation TP 02315

28. Mix design for Cement Slurry

Fill, if used TP 02315

29. Flowable Fill: Materials

Source TP 02322

30. Flowable Fill: Manufacturer’s

Certificate TP 02322

31. Flowable Fill: Mix Design

TP 02322

32. Silt Fence Material

TP 02370

33. PVC Water Main and

Fittings, TP 02510

34. Flush Hydrant Assembly ______________________________

TP 02510

35. Fire Hydrant Assembly ______________________________

TP 02510

36. Gate Valve and Box ______________________________

TP 02510

Contract Submittal Requirements p. 7 of 15

37. Combination Air/Vacuum ______________________________

Valve, TP 02510

38. Metallic Warning Tape ______________________________

39. Tracing Wire, Box, Splice ______________________________ Materials, TP 02510

40. Method of Connection to ______________________________

Existing Distribution System TP 02510

41. Method of Pressure Testing ______________________________

42. Disinfection of Water System: ______________________________

Product Data TP 02516

43. Water Service Line ______________________________

TP 02518

44. Fittings ______________________________

45. Saddles, Tees or Tapped ______________________________ Couplings TP 02518

46. Meter Setter ______________________________

47. Water Meter, Meter Box ______________________________

And Lid TP 02518

48. Meter Electronic Reading ______________________________

Transmitter (ERT) TP 02518

49. Corp Stop ______________________________

50. Curb Stop and Box ______________________________

51. Individual PRV ______________________________

52. Marker Post ______________________________

Contract Submittal Requirements p. 8 of 15

53. House Connection Materials ______________________________

54. Metallic Tracer Tape ______________________________

55. Tracer Wire, Box, Splice ______________________________ Materials, if required

56. Spring Development Box: ______________________________ Inlet and Outlet Piping

TP 02525

57. Spring Development Box: ______________________________ Coarse Gravel

TP 02525

58. Spring Development Box: ______________________________ Spring Collection Basin

TP 02525

59. Water Collection Screen: ______________________________

Layout TP 02526

60. Water Collection Screen: ______________________________

Inlet/outlet Piping TP 02526

61. Water Collection Screen: ______________________________

Valves TP 02526

62. Water Collection Screen: ______________________________

Well Screen TP 02526

63. Water Collection Screen: ______________________________

Rebar mesh grate/Rebar

TP 02526

64. Water Collection Screen: ______________________________

Cinder/Concrete Blocks

TP 02526

65. Sewer Main Pipe and Fittings ______________________________

TP 02530

Contract Submittal Requirements p. 9 of 15

66. Sewer Wyes and Saddles ______________________________

TP 02530

67. Sewer Main Cleanout Frame ______________________________ And Cover TP 02530

68. Sewer Main: Method of ______________________________ Connection to Existing Sewer Main TP 02530

69. Sewer Main: Metallic ______________________________ Warning Tape TP 02530

70. Sewer Main: Tracer ______________________________ Wire, Box, Splice Materials If required TP 02530

71. Sewer Service Line: ______________________________

Pipe and Fittings TP 02532

72. Sewer Service Line: ______________________________

Wyes and Saddles TP 02532

73. Sewer Service Line: ______________________________

Cleanout Plug TP 02532

74. Sewer Service Line: ______________________________

Valve Box TP 02532

75. Sewer Service Line: Metallic ______________________________ Warning Tape TP 02532

76. Sewer Service Line: Tracer ______________________________ Wire, Box, Splice Materials If required TP 02532

77. Septic Tank-Concrete ______________________________

TP 02540

78. Septic Tank-FRP ______________________________

TP 02540

79. Septic Tank-Poly ______________________________

TP 02540

80. Septic Tank Manhole Riser ______________________________

& Lid TP 02540

Contract Submittal Requirements p. 10 of 15

81. Septic Tank Manhole Riser ______________________________

Adapter and Associated Items TP 02540

82. Solid Sewer Pipe ______________________________

83. Distribution Box ______________________________

84. Gravel Drainfield ______________________________

85. Synthetic Fabric ______________________________

86. Chamber Drainfield ______________________________

TP 02540

87. Inspection Port ______________________________

TP 02540

88. Screened Baffle - ______________________________

Effluent Filter

89. Pump ______________________________

TP 02541, TP 02545

90. Pump Chamber ______________________________

TP 02541, TP 02545

91. Lift Station ______________________________

TP 02541

92. Pressure Gravel Drainfield ______________________________

TP 02541

93. Pressure Chamber Drainfield ______________________________

TP 02541

94. Lift System Materials ______________________________

TP 02545

95. Mound Fill Material ______________________________

Contract Submittal Requirements p. 11 of 15

96. Mound System: Hydro-seed ______________________________

97. Piping ______________________________

TP 02540, 02541 & 02545

98. Effluent Pump ______________________________

TP 02545

99. Effluent Pump ______________________________

TP 02545

100. PVC Sewer Force Main ______________________________

Metallic Warning Tape TP 02545

101. Pump Chamber ______________________________

TP 02541 & 02545

102. Septic Tank Lift Station ______________________________

TP 02541 & 02545

103. Curtain Drain ___________________________

TP 02620

104. Asphalt Concrete Mix Design ______________________________

105. Asphalt Concrete Test ______________________________ Results TP 02740

106. AC: Aggregate for Base ______________________________ Course TP 02740

107. AC: Cement Slurry ______________________________ Fill Mix Design, if Used TP 02740

108. Topsoil ______________________________

TP 02920

109. Seed Mixture, Application ______________________________ Rate/Times, TP 02920

110. Mulching Material ______________________________

Contract Submittal Requirements p. 12 of 15

111. Alternate Products/ ______________________________ Procedures, if used

112. Concrete Materials ______________________________

TP 03300

113. Metal Reinforcements ______________________________

TP 03300

114. Grout Mixes ______________________________

TP 04070

115. UV: Product Data ______________________________

116. Media Analysis ____________________________

117. Slow Sand Filter ______________________________

118. Roughing Filter ______________________________

TP 13220

119. Chlorinator Box ______________________________

TP 13220

120. Chlorination Tablets ______________________________

TP 13220

121. Submersible Pump ______________________________

TP 15450

122. Booster Pump ______________________________

TP 15450

123. Pressure System with ______________________________ Enclosure and Associated Items TP 15450

124. Pressure System and ______________________________ Associated Items TP 15450

125. Water Storage Tank ______________________________ And Associated Items

Contract Submittal Requirements p. 13 of 15

126. Electrical: Product Data ______________________________

TP 16100

127. Electrical: License ______________________________ Requirements TP 16100

128. ______________

129. ______________

130. ______________

DESIGN SUBMITTALS REQUIRED

131. Lift Station Control Panel ______________________________

132. ______________

133. ______________

134. ______________

POST CONSTRUCTION SUBMITTALS

135. Structural Fill: Manufacturer’s

Certificate, TP 02315

136. Imported Pipe Bedding:

Delivery Tickets, (if used)

137. Structural Fill: Delivery Tickets, (if Used) TP 02315

138. Compaction Test Lab &

Field Results TP 02315

139. Blasting Log

TP 02316

140. Flowable Fill: Delivery

Tickets TP 02322

141. Pressure Test Certification ______________________________

Contract Submittal Requirements p. 14 of 15

Forms TP 02510

142. Septic Tank Pump Ticket ______________________________

143. Disinfection Reports ______________________________

144. Bacteriological Reports ______________________________

145. Pentagon Wrench ______________________________

TP 02518

146. Combination Wrench ______________________________

TP 02518

147. Soil Reports ______________________________

TP 02540, TP 02541,

148. O&M Manuals ______________________________

TP 02545

TP 11267, TP 13220,

149. Septic Tank Delivery ______________________________

Ticket TP 02540

150. As-Built Records ______________________________ See All TP’s

151. Warranty Information ______________________________

TP 02545,

TP 11267, TP 13220,

152. Water Well Abandonment: ______________________________

Signed Statement

TP 02650

153. AC Delivery Tickets ______________________________

TP 0740

154. Aggregate Base Delivery ______________________________

Tickets TP 0740

Contract Submittal Requirements p. 15 of 15

155. Cement Slurry Fill ______________________________ Delivery Tickets, if used

TP 0740

156. UV: Photos – lamp/Water ______________________________ Softener removal/ Replacement

157. UV: Spare Parts ______________________________

158. Chlorination Tablets ______________________________

(12) TP 13220

159. ______________

160. ______________

161. ______________

* If the item description for a 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 be included with the submittal. For design submittals requiring design calculations, shop drawings, wiring and control diagrams, etc., 3 copies of each must also be included with this submittal. If item is exact brand or model, list brand, model and "as specified".

Submitted by:

Contractor’s Signature Date

IHS Concurrence:

District Engineer’s Signature Date

1. TECHNICAL PROVISIONS

Section Number Title

02100 Mobilization and Demobilization

02110 Site Clearing

02310 Grading

02315 Excavating, Trenching, and Backfilling

02316 Rock Removal

02322 Flowable Fill

02370 Erosion and Sediment Control

02510 Water Distribution Mains

02516 Disinfection of Water Distribution System

02518 Water Service Lines

02525 Spring Development Box

02526 Water Collection Screens

02530 Sewer Mains

02532 Sewer Service Lines

02540 Septic Tank Drainfield System

02541 Pressurized Drainfield

02545 Mound Soil Absorption System

02620 Curtain Drain

02650 Water Wells - Abandonment

02740 Asphaltic Concrete Paving

02920 Topsoiling, Seeding, Fertilizing, and Mulching

03300 Cast-in-Place Concrete

04070 Masonry Grout

11267 UV Disinfection Equipment

13220 Individual Slow Sand & Roughing Filters

15450 Individual Water Systems - Well & Surface

16100 Individual Electrical Requirements

02100 – Mobilization and Demobilization p. 1 of 2

SECTION 02100

MOBILIZATION & DEMOBILIZATION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mobilization and Demobilization

1.2 UNIT PRICE - MEASUREMENT AND PAYMENT

A. MOBILIZATION AND DEMOBILIZATION

1. Basis of Measurement: Lump Sum.

2. Basis of Payment: Payment shall be full compensation for the specified

Mobilization and Demobilization indicated in the bid schedule and includes the costs for mobilization/demobilization of all materials, equipment, and laborers to and from one job site location and all trips to and from the site, regardless of the time required to complete the work.

Compensation covers the efforts necessary to arrange access to and from the job site location. Only one mobilization/demobilization will be paid for each job site included under any individual delivery order.

1.2 RELATED SECTIONS

A. Special Provisions

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PREPARATION

A. Make arrangements to contact all public works departments and Tribal Business

Center prior to mobilizing on job site location, coordinating a materials and equipment yard, and securing all necessary permits prior to performing work.

B. Notify Government 48 hours in advance prior to mobilization to job site location.

3.2 MOBILIZATION

A. Move materials, equipment, and laborers as necessary to job site location with minimal disturbance.

02100 – Mobilization and Demobilization p. 2 of 2

3.3 DEMOBILIZATION

A. Remove all materials, equipment, laborers, solid waste and debris created by construction activities from job site location.

B. Maintain minimal disturbance to site upon departure.

END OF DOCUMENT

02110 – Site Clearing p. 1 of 2

SECTION 02110

SITE CLEARING

PART 1 – GENERAL

1.01 SECTION INCLUDES

A. This section includes protection of facilities, clearing site of incidental paving and curbs, surface debris, grass, trees, and other plant life in preparation for site or excavation work.

1.02 UNIT PRICE - MEASUREMENT AND PAYMENT

A. There is no separate payment for work under this section. Merge work required with pay items defined within the Measurement and Payment portion of other Sections of this contract.

1.03 RELATED SECTIONS

A. Section 02315 – Excavating, Trenching and Backfilling

PART 2 – PRODUCTS

NONE

PART 3 – EXECUTION

3.01 PROTECTION

A. Locate, identify, and protect existing facilities (remaining), from damage.

B. Identify and protect trees, plant growth, and features designated to remain as final landscaping.

C. Protect bench marks from damage or displacement.

3.02 CLEARING

A. Clear only those areas required for access to site and execution of Work.

B. Remove paving, curbs, and other structures or debris per drawings.

02110 – Site Clearing p. 2 of 2

3.03 REMOVAL

A. Remove paving, brush, trees, and other debris and dispose of off-site.

3.04 TOPSOIL EXCAVATION

A. Excavate topsoil from areas to be further excavated or re-graded.

B. Stockpile topsoil in designated area.

1. Protect from erosion.

2. Remove excess topsoil from site.

END OF SECTION

02310 – Grading p. 1 of 2

SECTION 02310

GRADING

1.01 SUMMARY

A. This section includes rough and finished site grading of all areas disturbed during construction.

1.02 UNIT PRICE – MEASUREMENT AND PAYMENT

Work specified in this section is to be incorporated into other unit prices. No separate unit prices will be awarded for this work.

1.03 RELATED WORK

A. Section 02315 – Excavation, Trenching, and Backfill

B. Section 02920 – Topsoiling, Seeding, Fertilizing and Mulching

NONE

3.01 ROUGH GRADING

A. Grade the area in the vicinity of the excavation to prevent surface water from flowing into the excavation.

B. Maintain existing drainage.

3.02 FINISH GRADING

A. Grade site to true grades as specified on the plans after all structures and piping have been installed.

B. Grade sites for effective drainage away from structures.

02310 – Grading p. 2 of 2

C. Dress and trim all slopes.

D. Place Topsoil on all disturbed areas and reseed or sod as soon as possible in accordance with Section 02920 – Topsoiling, Seeding, Fertilizing and Mulching.

02315 – Excavating, Trenching and Backfilling p. 1 of 15

SECTION 02315

EXCAVATION, TRENCHING, AND BACKFILL

PART 1 - GENERAL

A. This section includes excavation, trenching and backfill necessary for the construction of the facilities as indicated on the plans including, but not limited to:

water & wastewater mains, valves, flush hydrants, air relief combination valves, solid sewer pipe, septic drain fields and appurtenances.

A. Work required under this section shall be merged with pay item defined within the Measurement and Payment portion of other sections of this contract. Imported

Pipe Embedment, Imported Structural Fill, Cement Slurry Fill, Soils Test-

Compaction, and Potholing are exceptions.

B. IMPORTED PIPE EMBEDMENT

1. Basis of Measurement: Cubic Yard. Measured to the nearest 0.1 yd3.

Imported Pipe embedment material indicated in the bid schedule and includes deliver, protection, placement and compaction. Quantities of material for payment shall not exceed the quantities derived from calculating compacted, in-place volume as shown on the plans, drawings or specifications.

C. IMPORTED STRUCTURAL FILL

Imported Structural Fill as indicated in the bid schedule and includes deliver, protection, placement and compaction. Quantities of material for payment shall not exceed the quantities derived from calculating compacted, in-place volume as shown on the plans, drawings or specifications. Cement slurry fill may be used in lieu of imported structural fill for final backfill materials.

02315 – Excavating, Trenching and Backfilling p. 2 of 15

D. CEMENT SLURRY FILL

Cement Slurry Fill as indicated in the bid schedule and includes delivery, protection and placement of cement slurry fill. Quantity of fill measured for payment shall not exceed the quantity derived from calculating, in-place volume, as shown on plans, drawings or specifications.

E. SOILS TEST-COMPACTION

1. Basis of Measurement: Each.

Soils test-Compaction as specified in the bid schedule and includes a proctor test and 3 on site verifications of density by either nuclear density test or other approved methods.

F. POTHOLING

1. Basis of Measurement: by the hour, measured to the nearest half hour.

Potholing as specified in the bid schedule. Only to be done as requested by Engineer for location of existing utilities or for soil testing. Includes excavating, backfilling, compacting, site clearing and restoring site to its original condition. No separate payment shall be made for mobilization and demobilization to and from site.

A. Section 02110 – Site Clearing

B. Section 02310 – Grading

C. Section 02316 – Rock Removal

D. Section 02322 – Flowable Fill

E. Section 02370 – Erosion And Sediment Control

F. Section 02510 – Water Distribution Mains

02315 – Excavating, Trenching and Backfilling p. 3 of 15

G. Section 02518 – Water Service Lines

H. Section 02525 – Spring Box Development

I. Section 02526 – Water Collection Screens

J. Section 02530 – Sanitary Sewer Mains

K. Section 02532 – Sewer Service Lines

L. Section 02540 – Septic Tank Drainfield System

M. Section 02541 – Pressurized Drainfield System

N. Section 02545 – Mound Soil Absorption System

O. Section 02620 – Curtain Drain

P. Section 02740 – Asphaltic Concrete Paving

Q. Section 02920 – Topsoiling, Seeding, Fertilization and Mulching

R. Section 13220 – Individual Slow Sand and Roughing Filters

S. Section 15450 – Individual Water System – Well & Surface

T. Section 16100 – Individual Electrical Requirements

1.04 REFERENCES

A. ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates.

B. ASTM D698 - Test Methods for Moisture-Density Relations of Soils and

Soil-Aggregate Mixtures, Using 5.5 lb (2.5 Kg) Rammer and 12 inch (300 mm)

Drop.

C. ASTM D1556 - Test Method for Density of Soil in Place by the Sand-Cone

Method.

D. ASTM D1557 – Laboratory Compaction Characteristics of Soil Using Modified

Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3))

E. ASTM D2321 - Standard Practice for Underground Installation of Thermoplastic

Pipe for Sewers and Other Gravity-Flow Applications.

02315 – Excavating, Trenching and Backfilling p. 4 of 15

F. ASTM D2774 – Standard Practice for Underground Installation of Thermoplastic

Pressure Piping

G. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by

Nuclear Methods (Shallow Depth).

H. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil-Aggregate

Mixtures.

I. State of California, Department of Transportation, Latest Edition of the Standard

Specifications.

J. OSHA 1926 – Occupational Safety and Health Standards for the Construction

Industry

1.05 REGULATORY REQUIREMENTS

A. Contractor to obtain permits from authorities prior to construction. Contractor to comply with the requirements of the permits.

B. In accordance with the requirements of Section 6705 of the Labor Code of the

State of California, submit a detailed plan to the Engineer before excavation, showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches 5 feet or more in depth.

C. Submit the permits and excavation plan to the Project Engineer prior to start of excavation.

1.06 DEFINITIONS

A. Utility: Any buried pipe, duct, conduit, or cable.

B. Structure: Foundation, slab, manhole, septic tank, cleanout, catch basin, or culvert.

C. Solid Rock: Large continuous masses of igneous, metamorphic, or sedimentary rock, which in the opinion of the Project Engineer cannot be excavated without drilling and blasting.

D. Loose Rock: Boulders and other detached stones, with a minimum volume of 1/2 cubic yard.

02315 – Excavating, Trenching and Backfilling p. 5 of 15

E. Bedding, Haunching and Initial Backfill zones, pipe embedment zone and final backfill as shown in the drawings.

F. Native, Import and Select Material Definitions:

1. Native Material: Soils excavated from the trench in the immediate vicinity of current pipe installation activities.

2. Import Material: Soils transported from a soil pit stockpile at a location other than the location where trench excavation is taking place.

G. Soil Materials as summarized in the table below and further defined in ASTM

D2487:

USCS Group Description

GW Well-Graded Gravel, with less than 5% fines

GP Poorly-Graded Gravel, with less than 5% fines

SW Well-Graded Sands, with less than 5% fines

SP Poorly-Graded Sands, with less than 5% fines

GW-GM or GW-GC Well-Graded Gravel, with 5-12% fines

GP-GM or GP-GC Poorly-Graded Gravel, with 5-12% fines

SW-SM or SW-SC Well Graded Sands with 5-12% fines

SP-SM or SP-SC Poorly Graded Sands with 5-12% fines

1.07 SUBMITTALS

A. Name of Independent Testing Lab

B. Submit the result of ASTM D1557 modified proctors, including proctor curve, for

02315 – Excavating, Trenching and Backfilling p. 6 of 15 each soil type encountered and used on the job.

C. Submit all compaction test results in writing within 5 days of being performed.

D. Imported Pipe Bedding Gradation

E. Imported Structural Fill Gradation

F. Mix design for Cement Slurry Fill, if used

G. Imported Pipe Bedding (if used): Delivery Tickets

H. Structural Fill (if used): Delivery Tickets

I. Cement Slurry Fill: Delivery Tickets

1.08 QUALITY ASSURANCE

A. Compaction Testing Qualifications: Contractor is responsible for compaction testing. Tests must be performed by an independent firm or professional regularly engaged in soil testing for engineering purposes. The individual on site shall be certified to operate nuclear density equipment.

B. Locations: Provide compaction test results at locations as designated by the

Project Engineer.

1. Frequency:

a. Excavation, Trenching and Backfilling in an Established, Traveled

Roadway: 3 tests vicinity of each abutment, 3 tests for road crossing (9 tests total).

b. Excavation, Trenching and Backfilling outside of an Established, Traveled Roadway: once per 25-feet along the pipeline.

2. At each location, provide enough tests to demonstrate compliance with the compaction requirements for both the pipe embedment zone and the final backfill zone.

3. If testing reveals inadequate compaction, retest at that location after remedying the non-compliance with the specifications.

4. If for any location, the Engineer observes poor compaction implementation and the Contractor will not remediate the work, the

Engineer may request compaction testing. If the initial compaction testing passes the requirements, the Owner will pay the testing cost under a

02315 – Excavating, Trenching and Backfilling p. 7 of 15 change order negotiated under the contract. If the initial compaction testing fails, the Contractor will pay for the initial testing cost, retest at that location after remedying the non-compliance with the specifications, and retest at the Contractor’s expense.

5. Compaction testing requirements may…