18-235-SOL-00007_Solicitation_with_Attchs_5Jun18.pdf

5Jun2018

ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

100 Mobilization - Section 01 27 00

A. Mendocino County 2 LS

B. Lake County 2 LS

C. Sonoma County 2 LS

101 Imported Pipe Embedment - Section 31 23 17 10 CY

102 Imported Structural Fill - Section 31 23 17 10 CY

103 Potholing - Section 31 23 17 2 HR

104 Cement Slurry Fill - Section 31 23 17 10 CY

105 Soils Tests - Section 31 23 17 8 EA

106 Rock Removal - Section 31 23 18 2 CY

107 PVC Water Main - Section 33 11 13

A. 2-inch 200 LF

B. 3-inch 0 LF

C. 4-inch 50 LF

D. 6-inch 50 LF

108 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 0 EA

109 Fire Hydrant Assembly (6-inch) - Section 33 11 16 0 EA

110 Gate Valve and Box - Section 33 11 16

A. 2-inch 1 EA

B. 3-inch 0 EA

C. 4-inch 0 EA

D. 6-inch 1 EA

111 Combination Air/Vacuum Valve - Section 33 11 16 0 EA

112 Connection to Existing Water Main - Section 33 11 13 3 EA

113 Steel Pipe Encasement (6-inch dia) - Section 33 11 13 20 LF

114 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 4 EA

B. Greater the 5 ft to 9 ft Depth 1 EA

115 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 0 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 100 LF

E. 1 1/2-inch PVC 0 LF

116 House Connection - Section 33 12 13

A. Without PRV 4 EA

B. With PRV 2 EA

117 Water Meter and Box - Section 33 12 13

A. Without ERT 1 EA

B. With ERT 3 EA

118 Meter Box and Spacer - Section 33 12 13 3 LS

119 Curb Stop and Box - Section 33 12 13

A. 1-inch 2 EA

B. 1 1/4-inch 2 EA

B. 2-inch 2 EA

BID SCHEDULE - BASE YEAR

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.

Ukiah Scattered

Base Year

Bid Estimate Page 1 of 10

121 Sewer Service Line Cleanout - Section 33 36 00 5 EA

122 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 1 EA

B. 1250-gallon Concrete - Non-Traffic 0 EA

C. 1500-gallon Concrete - Traffic-Rated 1 EA

D. 1500-gallon Concrete - Non-Traffic 2 EA

E. 1500-gallon Polyethylene 0 EA

123 Septic Tank Manhole Access Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

124 Septic Tank Abandonment - Section 33 36 00 1 EA

125 Connect to Existing Septic Tank - Section 33 36 00 1 EA

126 Solid Sewer Pipe (4-inch) - Section 33 36 00 200 LF

127 Distribution Box- Section 33 36 00 5 EA

128 Chamber Drainfield - Section 33 36 00 800 LF

129 Septic Tank Pumping & Inspection - Section 33 36 00 2 LS

130 Flow Divider - Section 33 36 00 2 LS

131 Split Flow Valve - Section 33 36 00 2 LS

132 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 0 LF

B. Gravel less Chamber 50 LF

133 Individual Sewage Lift Station - Section 33 36 13 1 EA

134 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 0 LF

B. 2 inch SDR 21 50 LF

135 Sewage Mound - Section 33 36 13 50 CY

136 Curtain Drain - Section 02 62 00 0 LF

137 Well Destruction - Section 33 21 00 0 LS

138 Asphalt Paving- Section 32 12 16 10 SY

139 Buried Electrical Cable - Section 26 05 33

A. With #8 Wires 0 LF

B. With #10 Wires 0 LF

Base Year - cont.

Bid Estimate Page 2 of 10

C. With #12 Wires 20 LF

D. With #16 Wires 0 LF

140 Trouble Shooting and Investigation Section 33 21 00 5 HR

** Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL BASE YEAR:

ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

100 Mobilization - Section 01 27 00

A. Mendocino County 2 LS

B. Lake County 2 LS

C. Sonoma County 2 LS

101 Imported Pipe Embedment - Section 31 23 17 10 CY

102 Imported Structural Fill - Section 31 23 17 10 CY

103 Potholing - Section 31 23 17 2 HR

104 Cement Slurry Fill - Section 31 23 17 10 CY

105 Soils Tests - Section 31 23 17 8 EA

106 Rock Removal - Section 31 23 18 2 CY

107 PVC Water Main - Section 33 11 13

A. 2-inch 200 LF

B. 3-inch 0 LF

C. 4-inch 50 LF

D. 6-inch 50 LF

108 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 0 EA

109 Fire Hydrant Assembly (6-inch) - Section 33 11 16 0 EA

110 Gate Valve and Box - Section 33 11 16

A. 2-inch 1 EA

B. 3-inch 0 EA

C. 4-inch 0 EA

D. 6-inch 1 EA

111 Combination Air/Vacuum Valve - Section 33 11 16 0 EA

112 Connection to Existing Water Main - Section 33 11 13 3 EA

113 Steel Pipe Encasement (6-inch dia) - Section 33 11 13 20 LF

114 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 4 EA

B. Greater the 5 ft to 9 ft Depth 1 EA

115 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 0 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 100 LF

E. 1 1/2-inch PVC 0 LF

116 House Connection - Section 33 12 13

A. Without PRV 4 EA

B. With PRV 2 EA

117 Water Meter and Box - Section 33 12 13

A. Without ERT 1 EA

B. With ERT 3 EA

118 Meter Box and Spacer - Section 33 12 13 3 LS

119 Curb Stop and Box - Section 33 12 13

A. 1-inch 2 EA

BID SCHEDULE - OPTION YEAR 1

Bid Estimate Page 3 of 10

B. 1 1/4-inch 2 EA

B. 2-inch 2 EA

121 Sewer Service Line Cleanout - Section 33 36 00 5 EA

122 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 1 EA

B. 1250-gallon Concrete - Non-Traffic 0 EA

C. 1500-gallon Concrete - Traffic-Rated 1 EA

D. 1500-gallon Concrete - Non-Traffic 2 EA

E. 1500-gallon Polyethylene 0 EA

123 Septic Tank Manhole Access Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

124 Septic Tank Abandonment - Section 33 36 00 1 EA

125 Connect to Existing Septic Tank - Section 33 36 00 1 EA

126 Solid Sewer Pipe (4-inch) - Section 33 36 00 200 LF

127 Distribution Box- Section 33 36 00 5 EA

128 Chamber Drainfield - Section 33 36 00 800 LF

129 Septic Tank Pumping & Inspection - Section 33 36 00 2 LS

130 Flow Divider - Section 33 36 00 2 LS

131 Split Flow Valve - Section 33 36 00 2 LS

132 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 0 LF

Option Year 1 - cont.

Bid Estimate Page 4 of 10

B. Gravel less Chamber 50 LF

133 Individual Sewage Lift Station - Section 33 36 13 1 EA

134 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 0 LF

B. 2 inch SDR 21 50 LF

135 Sewage Mound - Section 33 36 13 50 CY

136 Curtain Drain - Section 02 62 00 0 LF

137 Well Destruction - Section 33 21 00 0 LS

138 Asphalt Paving- Section 32 12 16 10 SY

139 Buried Electrical Cable - Section 26 05 33

A. With #8 Wires 0 LF

B. With #10 Wires 0 LF

C. With #12 Wires 20 LF

D. With #16 Wires 0 LF

140 Trouble Shooting and Investigation Section 33 21 00 5 HR

** Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 1:

ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

100 Mobilization - Section 01 27 00

A. Mendocino County 2 LS

B. Lake County 2 LS

C. Sonoma County 2 LS

101 Imported Pipe Embedment - Section 31 23 17 10 CY

102 Imported Structural Fill - Section 31 23 17 10 CY

103 Potholing - Section 31 23 17 2 HR

104 Cement Slurry Fill - Section 31 23 17 10 CY

105 Soils Tests - Section 31 23 17 8 EA

106 Rock Removal - Section 31 23 18 2 CY

107 PVC Water Main - Section 33 11 13

A. 2-inch 200 LF

B. 3-inch 0 LF

C. 4-inch 50 LF

D. 6-inch 50 LF

108 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 0 EA

109 Fire Hydrant Assembly (6-inch) - Section 33 11 16 0 EA

110 Gate Valve and Box - Section 33 11 16

A. 2-inch 1 EA

B. 3-inch 0 EA

C. 4-inch 0 EA

D. 6-inch 1 EA

111 Combination Air/Vacuum Valve - Section 33 11 16 0 EA

112 Connection to Existing Water Main - Section 33 11 13 3 EA

113 Steel Pipe Encasement (6-inch dia) - Section 33 11 13 20 LF

114 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 4 EA

B. Greater the 5 ft to 9 ft Depth 1 EA

115 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 0 LF

BID SCHEDULE - OPTION YEAR 2

Bid Estimate Page 5 of 10

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 100 LF

E. 1 1/2-inch PVC 0 LF

116 House Connection - Section 33 12 13

A. Without PRV 4 EA

B. With PRV 2 EA

117 Water Meter and Box - Section 33 12 13

A. Without ERT 1 EA

B. With ERT 3 EA

118 Meter Box and Spacer - Section 33 12 13 3 LS

119 Curb Stop and Box - Section 33 12 13

A. 1-inch 2 EA

B. 1 1/4-inch 2 EA

B. 2-inch 2 EA

121 Sewer Service Line Cleanout - Section 33 36 00 5 EA

122 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 1 EA

B. 1250-gallon Concrete - Non-Traffic 0 EA

C. 1500-gallon Concrete - Traffic-Rated 1 EA

D. 1500-gallon Concrete - Non-Traffic 2 EA

E. 1500-gallon Polyethylene 0 EA

123 Septic Tank Manhole Access Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

124 Septic Tank Abandonment - Section 33 36 00 1 EA

125 Connect to Existing Septic Tank - Section 33 36 00 1 EA

126 Solid Sewer Pipe (4-inch) - Section 33 36 00 200 LF

127 Distribution Box- Section 33 36 00 5 EA

128 Chamber Drainfield - Section 33 36 00 800 LF

129 Septic Tank Pumping & Inspection - Section 33 36 00 2 LS

130 Flow Divider - Section 33 36 00 2 LS

131 Split Flow Valve - Section 33 36 00 2 LS

132 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 0 LF

B. Gravel less Chamber 50 LF

133 Individual Sewage Lift Station - Section 33 36 13 1 EA

134 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 0 LF

B. 2 inch SDR 21 50 LF

135 Sewage Mound - Section 33 36 13 50 CY

136 Curtain Drain - Section 02 62 00 0 LF

137 Well Destruction - Section 33 21 00 0 LS

138 Asphalt Paving- Section 32 12 16 10 SY

139 Buried Electrical Cable - Section 26 05 33

A. With #8 Wires 0 LF

B. With #10 Wires 0 LF

C. With #12 Wires 20 LF

D. With #16 Wires 0 LF

140 Trouble Shooting and Investigation Section 33 21 00 5 HR

** Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 2:

Option Year 2 - cont.

Bid Estimate Page 6 of 10

QUANTITY UNIT UNIT PRICE TOTAL PRICE

100 Mobilization - Section 01 27 00

A. Mendocino County 2 LS

B. Lake County 2 LS

C. Sonoma County 2 LS

101 Imported Pipe Embedment - Section 31 23 17 10 CY

102 Imported Structural Fill - Section 31 23 17 10 CY

103 Potholing - Section 31 23 17 2 HR

104 Cement Slurry Fill - Section 31 23 17 10 CY

105 Soils Tests - Section 31 23 17 8 EA

106 Rock Removal - Section 31 23 18 2 CY

107 PVC Water Main - Section 33 11 13

A. 2-inch 200 LF

B. 3-inch 0 LF

C. 4-inch 50 LF

D. 6-inch 50 LF

108 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 0 EA

109 Fire Hydrant Assembly (6-inch) - Section 33 11 16 0 EA

110 Gate Valve and Box - Section 33 11 16

A. 2-inch 1 EA

B. 3-inch 0 EA

C. 4-inch 0 EA

D. 6-inch 1 EA

111 Combination Air/Vacuum Valve - Section 33 11 16 0 EA

112 Connection to Existing Water Main - Section 33 11 13 3 EA

113 Steel Pipe Encasement (6-inch dia) - Section 33 11 13 20 LF

114 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 4 EA

B. Greater the 5 ft to 9 ft Depth 1 EA

115 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 0 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 100 LF

E. 1 1/2-inch PVC 0 LF

116 House Connection - Section 33 12 13

A. Without PRV 4 EA

B. With PRV 2 EA

117 Water Meter and Box - Section 33 12 13

A. Without ERT 1 EA

B. With ERT 3 EA

118 Meter Box and Spacer - Section 33 12 13 3 LS

119 Curb Stop and Box - Section 33 12 13

A. 1-inch 2 EA

B. 1 1/4-inch 2 EA

B. 2-inch 2 EA

121 Sewer Service Line Cleanout - Section 33 36 00 5 EA

122 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 1 EA

B. 1250-gallon Concrete - Non-Traffic 0 EA

Option Year 3 - cont.

BID SCHEDULE - OPTION YEAR 3

Bid Estimate Page 7 of 10

C. 1500-gallon Concrete - Traffic-Rated 1 EA

D. 1500-gallon Concrete - Non-Traffic 2 EA

E. 1500-gallon Polyethylene 0 EA

123 Septic Tank Manhole Access Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

124 Septic Tank Abandonment - Section 33 36 00 1 EA

125 Connect to Existing Septic Tank - Section 33 36 00 1 EA

126 Solid Sewer Pipe (4-inch) - Section 33 36 00 200 LF

127 Distribution Box- Section 33 36 00 5 EA

128 Chamber Drainfield - Section 33 36 00 800 LF

129 Septic Tank Pumping & Inspection - Section 33 36 00 2 LS

130 Flow Divider - Section 33 36 00 2 LS

131 Split Flow Valve - Section 33 36 00 2 LS

132 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 0 LF

B. Gravel less Chamber 50 LF

133 Individual Sewage Lift Station - Section 33 36 13 1 EA

134 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 0 LF

B. 2 inch SDR 21 50 LF

135 Sewage Mound - Section 33 36 13 50 CY

136 Curtain Drain - Section 02 62 00 0 LF

137 Well Destruction - Section 33 21 00 0 LS

138 Asphalt Paving- Section 32 12 16 10 SY

139 Buried Electrical Cable - Section 26 05 33

A. With #8 Wires 0 LF

B. With #10 Wires 0 LF

C. With #12 Wires 20 LF

D. With #16 Wires 0 LF

140 Trouble Shooting and Investigation Section 33 21 00 5 HR

** Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 3:

Bid Estimate Page 8 of 10

QUANTITY UNIT UNIT PRICE TOTAL PRICE

100 Mobilization - Section 01 27 00

A. Mendocino County 2 LS

B. Lake County 2 LS

C. Sonoma County 2 LS

101 Imported Pipe Embedment - Section 31 23 17 10 CY

102 Imported Structural Fill - Section 31 23 17 10 CY

103 Potholing - Section 31 23 17 2 HR

104 Cement Slurry Fill - Section 31 23 17 10 CY

105 Soils Tests - Section 31 23 17 8 EA

106 Rock Removal - Section 31 23 18 2 CY

107 PVC Water Main - Section 33 11 13

A. 2-inch 200 LF

B. 3-inch 0 LF

C. 4-inch 50 LF

D. 6-inch 50 LF

108 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 0 EA

109 Fire Hydrant Assembly (6-inch) - Section 33 11 16 0 EA

110 Gate Valve and Box - Section 33 11 16

A. 2-inch 1 EA

B. 3-inch 0 EA

C. 4-inch 0 EA

D. 6-inch 1 EA

111 Combination Air/Vacuum Valve - Section 33 11 16 0 EA

112 Connection to Existing Water Main - Section 33 11 13 3 EA

113 Steel Pipe Encasement (6-inch dia) - Section 33 11 13 20 LF

114 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 4 EA

B. Greater the 5 ft to 9 ft Depth 1 EA

115 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 0 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 100 LF

E. 1 1/2-inch PVC 0 LF

116 House Connection - Section 33 12 13

A. Without PRV 4 EA

B. With PRV 2 EA

117 Water Meter and Box - Section 33 12 13

A. Without ERT 1 EA

B. With ERT 3 EA

118 Meter Box and Spacer - Section 33 12 13 3 LS

119 Curb Stop and Box - Section 33 12 13

A. 1-inch 2 EA

B. 1 1/4-inch 2 EA

B. 2-inch 2 EA

121 Sewer Service Line Cleanout - Section 33 36 00 5 EA

122 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 1 EA

B. 1250-gallon Concrete - Non-Traffic 0 EA

Option Year 4 - cont.

BID SCHEDULE - OPTION YEAR 4

Bid Estimate Page 9 of 10

C. 1500-gallon Concrete - Traffic-Rated 1 EA

D. 1500-gallon Concrete - Non-Traffic 2 EA

E. 1500-gallon Polyethylene 0 EA

123 Septic Tank Manhole Access Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

124 Septic Tank Abandonment - Section 33 36 00 1 EA

125 Connect to Existing Septic Tank - Section 33 36 00 1 EA

126 Solid Sewer Pipe (4-inch) - Section 33 36 00 200 LF

127 Distribution Box- Section 33 36 00 5 EA

128 Chamber Drainfield - Section 33 36 00 800 LF

129 Septic Tank Pumping & Inspection - Section 33 36 00 2 LS

130 Flow Divider - Section 33 36 00 2 LS

131 Split Flow Valve - Section 33 36 00 2 LS

132 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 0 LF

B. Gravel less Chamber 50 LF

133 Individual Sewage Lift Station - Section 33 36 13 1 EA

134 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 0 LF

B. 2 inch SDR 21 50 LF

135 Sewage Mound - Section 33 36 13 50 CY

136 Curtain Drain - Section 02 62 00 0 LF

137 Well Destruction - Section 33 21 00 0 LS

138 Asphalt Paving- Section 32 12 16 10 SY

139 Buried Electrical Cable - Section 26 05 33

A. With #8 Wires 0 LF

B. With #10 Wires 0 LF

C. With #12 Wires 20 LF

D. With #16 Wires 0 LF

140 Trouble Shooting and Investigation Section 33 21 00 5 HR

** Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 4:

TOTAL BASE YEAR:

TOTAL OPTION YEAR 1:

TOTAL OPTION YEAR 2:

TOTAL OPTION YEAR 3:

TOTAL OPTION YEAR 4:

TOTAL BID:

TOTAL ESTIMATE

Bid Estimate Page 10 of 10

Ukiah Field Office – California Area Indian Health Services February 2018

Indefinite Delivery/Indefinite Quantity Contract

Special Provisions p. 1 of 3

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 at numerous sites within the boundaries of the Mendocino, Lake, and Sonoma Counties.

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 or

Tribal holidays. The Contractor may submit a written request to the Project Engineer for permission to work on any Saturday, Sunday, Federal or Tribal 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 3

C.5 LAWS AND PERMITS AFFECTING WORK

The Contractor shall at all times observe and comply with all applicable 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.

Special Provisions p. 3 of 3

C.9 CLEANUP AND FINISH GRADING

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

1. TECHNICAL PROVISIONS

Section Number Title

01 11 90 Revisions to Standard Specifications

01 20 00 Price and Payment Procedure

01 27 00 Measurement and Payment

01 30 00 Administrative Requirements

01 40 00 Quality Requirements

01 50 00 Temporary Facilities and Controls

01 60 00 Product Requirements

01 70 00 Execution and Closeout Requirements

02 54 10 Pressurized Drainfield

02 62 00 Curtain Drain

03 30 00 Cast-in-Place Concrete

26 05 19 Electrical Conductors and Cables

26 05 26 Grounding for Electrical Systems

26 05 33 Conduit and Boxes for Electrical Systems

31 10 00 Site Clearing

31 22 13 Rough Grading

31 23 16 Excavation

31 23 17 Trenching

31 23 18 Rock Removal

31 25 13 Erosion Controls

32 11 23 Aggregate Base Courses

32 12 16 Asphalt Paving

32 91 19 Landscape Grading

32 92 19 Seeding

33 05 17 Precast Concrete Valve Vaults and Meter Boxes

33 11 13 Water Distribution Mains

33 11 16 Water Distribution Valves and Hydrants

33 12 13 Water Service Connections

33 13 00 Disinfection of Water Distribution

33 21 00 Individual Water Supply Wells

33 36 00 Septic Tank Systems

33 36 13 Mound Systems

California Area Indian Health Service Revised 3/19/2018

Revisions to Standard Specifications 01 11 90 - 1

SECTION 01 11 90

REVISIONS TO STANDARD SPECIFICATIONS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Revisions or amendments to standard specifications.

2. Changes to product requirements.

3. Changes to execution requirements.

B. Related Sections:

1. Section 33 11 13 – Water Distribution Mains.

2. Section 33 12 13 – Water Service Connections.

3. Section 33 36 00 – Septic Tank Systems.

PART 2 PRODUCTS

Add to Section 33 11 13 – Water Distribution Mains:

2.7 CASING PIPE MATERIALS

A. Steel Casing Pipe: ASTM A53, 35,000 psi minimum yield strength, minimum wall thickness of 0.25 inch, full circumference welded joints in accordance with AWS D1.1 to withstand excavation forces.

2.8 GROUT MATERIALS

A. Fill and Seal Grout at Pipe Ends: Concrete grout fill as specified in Section 03 30 00.

2.9 ACCESSORIES

A. Supports and Insulators:

1. Plastic: Polyethylene casing insulator band and skids with stainless steel bolts.

Circumferential runners or rollers may be approved to ease in pulling carrier pipe through casing pipe. Redwood skids may be acceptable with Engineer approval.

2. Alternate Seal at Pipe Ends: In lieu of concrete grout fill, pipe ends may be sealed with synthetic neoprene rubber molded end seals with stainless steel bands. APS Advance Model AM or equal.

B. Steel Strapping: ASTM A36.

01 11 90 - 2

Add to Section 33 12 13 – Water Service Connections

2.5 WATER METERS

D. Meter: Brass body turbine meter with magnetic drive register.

1. Service: Cold water, 122 degrees F.

2. Maximum flow: 30 gpm.

3. Maximum operating pressure: up to 150 psi.

4. Accuracy: 1-1/2 percent.

5. Nominal size; ¾ inch, unless otherwise noted.

6. Units: cubic feet.

E. Electronic Reading Transmitter (ERT), where specified.

1. Itron Model 50W, or equal.

2. Shall be compatible with water system’s existing automated meter reading (AMR) system.

2.6 BALL VALVES

A. 2 inches and Smaller: Brass body, lead free, full port, teflon coated brass ball, rubber seats and stem seals, Tee stem pre-drilled for control rod, IPS inlet end, IPS outlet, with control rod, extension box and valve key.

Add to Section 33 36 00 – Septic Tank Systems

2.1 SEPTIC TANK

A. Product Description:

1. Concrete Septic Tank: Reinforced precast concrete construction, 4,000 psi 28-day minimum strength, concrete partitioned chambers, minimum 2 concrete lids with lift rings, inlet inspection hole, inlet turned down minimum 12 inches below effluent level.

2. Fiberglass or Polyethylene Septic Tank: IAPMO certified, fiberglass or polyethylene construction (as specified in Bid Schedule), two compartments with 2/3 upstream and 1/3 downstream, 2 manholes over tank inlet and outlet, inlet inspection hole, inlet turned down minimum 12 inches below effluent level.

3. Tank Capacity: as specified in Drawings and bid schedule.

4. Traffic Rating: as specified in Drawings. 5,000 psi 28-day minimum strength for concrete tanks.

5. Effluent filter: required unless otherwise noted in Drawings.

2.9 SPLIT FLOW VALVE TO DRAINFIELD

A. Manufacturer:

1. American Manufacturing Company Bull Run Valve, (800) 345-3132

B. 4 inch ports, inlet and outlets sides.

01 11 90 - 3

PART 3 EXECUTION

Add to Section 33 11 13 – Water Distribution Mains:

3.14 CARRIER PIPE INSTALLATION

A. Clean, inspect, and handle pipe in accordance with Sections 33 11 13 and 33 11 16.

B. Place carrier pipe in accordance with Section 33 11 13 and 33 11 16. Exercise care to prevent damage to pipe joints when carrier pipe is placed in casing.

C. Support pipeline within casing so no external loads are transmitted to carrier pipe. Attach supports to barrel of carrier pipe; do not rest carrier pipe on bells.

D. Grout ends of casing to seal.

END OF SECTION

California Area Indian Health Service Revised 9/15/2017

Price and Payment Procedures 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.1 SECTION INCLUDES

A. Schedule of values.

B. Applications for payment.

C. Change procedures.

D. Defect assessment.

E. Unit prices.

F. Alternates.

1.2 SCHEDULE OF VALUES

A. Submit printed schedule on standard form included in Contract. Contractor's standard form or electronic media printout will be considered if no such form is included in the Contract, or with permission from Engineer.

B. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

C. Include in each line item, amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for each item.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

1.3 APPLICATIONS FOR PAYMENT

A. Submit one copy of each application on standard form included in contract.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Payment Period: Submit at intervals stipulated in the Agreement.

D. Submit with transmittal letter as specified for Submittals in Section 01 33 00 - Submittal Procedures.

01 20 00 - 2

E. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include Engineer requested items with Application for Payment.

Some examples of the types of information that may be requested:

1. Current construction photographs as specified.

2. Partial release of liens from major subcontractors and vendors.

3. Record documents as specified, for review by Owner which will be returned to Contractor.

4. Affidavits attesting to off-site stored products.

5. Construction progress schedules, revised and current as specified.

1.4 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. The Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on standard form included in Contract.

C. The Engineer may issue a Notice of Change including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid. Contractor will prepare and submit estimate within number of days shown in Notice of Change document.

D. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with full documentation. Document requested substitutions in accordance with Section 01 60 00 - Product Requirements.

E. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under Work Directive Change. Changes in Contract Sum/Price or Contract Time will be computed as specified for Change Order.

F. Work Directive Change: Engineer may issue directive, on standard form included in Contract, signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

G. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.

H. Change Order Forms: as included in Contract.

I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract.

J. Correlation of Contractor Submittals:

01 20 00 - 3

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. Promptly enter changes in Project Record Documents.

1.5 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Owner will direct appropriate remedy or adjust payment.

C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner.

D. Defective Work will be partially repaired to instructions of Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Owner.

E. Individual specification sections may modify these options or may identify specific formula or percentage sum/price reduction.

F. Authority of Owner to assess defects and identify payment adjustments, is final.

G. Non-Payment for Rejected Products: Payment will not be made for rejected products for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

1.6 UNIT PRICES

A. Authority: Measurement methods are delineated in individual specification sections.

B. Measurement methods are delineated in Section 012700, Measurement and Payment. In event of conflict, requirements of Section 012700 govern.

C. Take measurements and compute quantities. Engineer, Owner, or a designated representative will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes only. Actual quantities provided and approved shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted.

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim for Contract Price adjustment.

01 20 00 - 4

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

G. Measurement Of Quantities:

1. Weigh Scales: Inspected, tested and certified by applicable state Weights and Measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested and certified by applicable State department within past year.

4. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

5. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

6. Measurement by Area: Measured by square dimension using mean length and width or radius.

7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

H. Unit Price Schedule: (See Agreement)

1.7 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.

Accepted Alternates will be identified in Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work.

C. Schedule of Alternates: (See Bid Form included in Contract)

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

Measurement and Payment

01 27 00 - 1

SECTION 01 27 00

MEASUREMENT AND PAYMENT

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.

01 27 00 - 2

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 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.

01 27 00 - 3

1.7 PARTIAL PAYMENTS

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.

01 27 00 - 4

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

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.

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 PRODUCTS – Not Used

PART 3 EXECUTION

3.1 DESCRIPTION OF PAY ITEMS

A. The following sections describe the measurement of and payment for the Work to be done under the respective items listed in the Bid Form.

B. Each unit or lump sum price stated in the Bid Form shall constitute full compensation, as herein specified, for each item of the Work completed.

SECTION 01 27 00: MEASUREMENT AND PAYMENT

A. Mobilization and Demobilization:

1. Basis of Measurement: By lump sum.

2. Basis of Payment: Includes all labor, equipment and materials to mobilize to and demobilize from the project site to complete the work outlined in the contract documents and for temporary facilities and controls as required. NOTE:

Mobilization and demobilization line item shall not exceed 10% of total bid amount.

SECTION 02 54 10: PRESSURIZED DRAINFIELDS

A. Pressurized Drainfield:

1. Basis of Measurement: By the linear foot.

2. Basis of Payment: Includes trench excavation, placing of bedding material, hand trimming, aggregate bed and cover, chamber, pipe, fittings, inspection ports, filter field header, barrier material, backfilling, thrust blocks (if needed), hydrostatic testing, as-builts, site cleanup and appurtenances.

SECTION 02 62 00: CURTAIN DRAIN

01 27 00 - 5

A. Curtain Drain:

1. Basis of Measurement: By the linear foot along the center line of pipe.

2. Basis of Payment: Includes trench excavation, backfilling, splash pad, gravel, perforated pipe, fittings, synthetic fabric, removal of excess excavated material, site cleanup, as-builts and other appurtenances.

SECTION 03 30 00: CAST-IN-PLACE CONCRETE

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 05 19: ELECTRICAL CONDUCTORS AND CABLES

B. Work described in this Section shall be merged with pay item(s) defined within the

SECTION 26 05 26: GROUNDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 33: CONDUIT AND BOXES FOR ELECTRICAL SYSTEMS

Measurement and Payment portion of other Sections of this Contract. The following item is an exception, provided it is listed in the Bid Schedule.

B. Buried Electrical Cable:

1. Basis of Measurement: By linear foot, at the wire gauge specified in Bid Schedule.

2. Basis of Payment: Includes cable, conduit/raceway, boxes, materials, connections, excavation, backfilling, compaction, delivery, handling, installing and as-builts.

SECTION 31 10 00: SITE CLEARING

SECTION 31 22 13: ROUGH GRADING

SECTION 31 23 16: EXCAVATION

01 27 00 - 6

SECTION 31 23 17: TRENCHING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. The following items are exceptions, provided they are listed in the Bid Schedule.

B. Imported Pipe Embedment:

1. Basis of Measurement: By cubic yard, only when separate payment is provided in

Contract, or as approved by Engineer, to the nearest 0.1 cu.yd.

2. Basis of Payment: Includes supplying aggregate materials, delivery, stockpiling, placement and compaction. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or specifications.

C. Imported Structural Fill:

1. Basis of Measurement: By cubic yard, only when separate payment is provided in

Contract, or as approved by Engineer, to the nearest 0.1 cu.yd.

2. Basis of Payment: Includes supplying aggregate materials, delivery, stockpiling, placement and compaction. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or specifications.

D. Cement Slurry Fill:

1. Basis of Measurement: By cubic yard, only when separate payment is provided in

Contract, or as approved by Engineer, to the nearest 0.1 cu.yd.

2. Basis of Payment: Includes furnishing materials, forming, mixing and placing where required, and curing. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or specifications.

E. Potholing:

1. Basis of Measurement: By the hour, to the nearest half hour, only where approved by Engineer in advance.

2. Basis of Payment: Includes excavating, backfilling, compacting, site clearing and restoring site to its original condition.

F. Soils Test – Compaction:

1. Basis of Measurement: By each.

2. Basis of Payment: Includes proctor test and 3 on-site verifications of density by either nuclear density or other approved methods.

SECTION 31 23 18: ROCK REMOVAL

A. Rock Removal:

1. Basis of Measurement: By cubic yard, rounded to the nearest 0.1 cubic yard.

2. Basis of Payment: Includes preparation of rock for removal, explosive or mechanical disintegration of rock (if required), removal from position, loading and removing from site. For over excavation, payment will not be made for over excavated work nor for replacement materials.

01 27 00 - 7

SECTION 31 25 13: EROSION CONTROLS

SECTION 32 11 23: AGGREGATE BASE COURSES

SECTION 32 12 16: ASPHALT PAVING

A. Asphalt Paving:

1. Basis of Measurement: By linear foot of finished asphalt paving.

2. Basis of Payment: Includes saw cutting, removal, and disposal of existing pavement;

supplying and stockpiling aggregate; scarifying substrate surface; placing, and compacting subbase priming surfaces; tack coating surfaces; furnishing, placing, compacting, and testing of all courses; compaction and rolling; and testing.

SECTION 32 91 19: LANDSCAPE GRADING

SECTION 32 92 19: SEEDING

Measurement and Payment portion of other Sections of this Contract.

SECTION 33 05 17: PRECAST CONCRETE VALVE VAULTS AND METER BOXES

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 33 11 13: WATER DISTRIBUTION MAINS

A. PVC Water Main:

1. Basis of Measurement: By the linear foot for each pipe material and diameter in Bid

Schedule.

2. Basis of Payment: Includes hand trimming, excavation, piping and fittings, bedding, pipe markers, tracer wire, warning tape, concrete thrust restraints, accessories, connections to public utility water source and piping, backfilling, compaction, disinfection and testing.

B. Steel Pipe Encasement (6 inch):

1. Basis of Measurement: By linear foot measured on invert of encasement pipe from face to face of encasement pipe.

2. Basis of Payment: Includes excavation, hand trimming, encasement pipe, fittings, grout, accessories, tests, backfilling, skids, marker posts, as-builts, site cleanup and

01 27 00 - 8 appurtenances. Carrier pipe (water or wastewater conveyance) shall be paid through its own unit price line item, by linear foot installed.

C. Connection to Existing Water Main:

1. Basis of Measurement: By the unit.

2. Basis of Payment: Includes excavation, connection to water utility, hot tap (where possible), saddle, fittings, coordination of system downtime, notification to local utility, disinfection, testing, compaction, as-builts, fittings and accessories.

SECTION 33 11 16: WATER DISTRIBUTION VALVES AND HYDRANTS

A. Gate Valve and Box:

1. Basis of Measurement: By the unit for size in Bid Schedule.

2. Basis of Payment: Includes excavation, compaction, valve, valve box, valve key, protection posts, concrete collar, thrust…