18-235-SOL-00010_8.14.18.pdf

ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

101 Mobilization/Demobilization - Section 01 27 00 15 LS

102 Curtain Drain - Section 02 62 00 20 LF

103 Buried Electrical Cables - Section 26 05 33

A. With #8 Wires 50 LF

B. With #10 Wires 50 LF

C. With #12 Wires 100 LF

D. With #16 Wires 50 LF

104 Imported Pipe Embedment - Section 31 23 17 50 CY

105 Imported Structural Fill - Section 31 23 17 5 CY

106 Cement Slurry Fill - Section 31 23 17 2 CY

107 Potholing - Section 31 23 17 20 HR

108 Soils Tests - Compaction - Section 31 23 17 5 EA

109 Rock Removal - Section 31 23 18 5 CY

110 Asphalt Paving - Section 32 12 16 450 SY

111 PVC Water Main - Section 33 11 13

A. 2-inch 520 LF

B. 3-inch 0 LF

C. 4-inch 3000 LF

D. 6-inch 100 LF

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

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

114 Gate Valve and Box - Section 33 11 16

A. 2-inch 3 EA

B. 3-inch 0 EA

C. 4-inch 8 EA

D. 6-inch 1 EA

115 Combination Air/Vacuum Valve - Section 33 11 16 2 EA

116 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 5 EA

B. 4-inch 1 EA

117 Fire Hydrant Assembly (6-inch) - Section 33 11 16 3 EA

118 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 20 EA

B. Greater than 5 ft to 9 ft Depth 2 EA

119 Water Service Line - Section 33 12 13

A. 1-inch PE 1000 LF

B. 1 1/4-inch PE 50 LF

C. 1 1/2-inch PE 100 LF

D. 1-inch PVC 700 LF

E. 1 1/2-inch PVC 50 LF

120 House Connection - Section 33 12 13

A. Without PRV 8 EA

B. With PRV 2 EA

121 Water Meter and Box - Section 33 12 13

A. Without ERT 6 EA

B. With ERT 6 EA

122 Curb Stop and Box - Section 33 12 13

A. 1-inch 1 EA

B. 1 1/4-inch 0 EA

C. 1 1/2-inch 0 EA

D. 2-inch 0 EA

123 Yard Hydrant - Section 33 12 13 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.

Humboldt, Del Norte, Trinity and Siskiyou Counties

Base Year (From Contract Award to one Year from Date of Award)

Bid Estimate Page 1 of 10

124 Spring Collection Basin - Section 33 19 00 2 EA

125 Water Collection Screen - Section 33 19 00 3 EA

126 Water Quality Test Slow Sand Filter - Section 33 19 00 8 EA

127 Individual Roughing Filter - Section 33 19 00 8 EA

128 Individual Slow Sand Filter - Section 33 19 00 8 EA

129 Chlorinator Box - Section 33 19 00 8 EA

130 Water Storage Tank - Section 33 19 00 8 EA

131 Galvanized Steel Pipe, 2-inch - Section 33 19 00 500 LF

132 Water Quality Test UV Disinf Unit - Section 33 19 00 2 EA

133 UV Disinfection Unit - Section 33 19 00

A. Without Water Softener 1 EA

B. With Water Softener 1 EA

134 Well Destruction -Section 33 21 00 1 LS

135 Individual Booster System - Section 33 21 00 1 EA

136 Pump and Pressure System - Section 33 21 00

A. Without Enclosure 1 LS

B. With Enclosure 1 LS

137 Trouble Shooting and Investigation - Section 33 21 00 10 HR

138 Sewer Service Line - Section 33 31 00 300 LF

139 Sewer Service Line Cleanout & Box - Section 33 31 00 10 EA

140 Sewer Service Connection - Section 33 31 00

A. 1 ft - 5 ft Depth 2 EA

B. Greater the 5 ft to 9 ft Depth 3 EA

141 Sanitary Sewer Main - Section 33 31 13

A. 6-inch 50 LF

B. 8-inch 50 LF

142 Connection To Existing Sewer Main - Section 33 31 13 1 EA

143 Sewer Main Cleanout - Section 33 31 13 1 EA

144 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 3 EA

B. 1500-gallon Concrete - Traffic-Rated 2 EA

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

D. 1500-gallon FRP 0 EA

E. 1500-gallon Polyethylene 3 EA

145 Septic Tank Riser & Lid - Section 33 36 00

A. Traffic-Rated 0 EA

B. Non-Traffic 1 EA

146 Septic Tank Abandonment - Section 33 36 00 6 EA

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

148 Solid Sewer Pipe (4-inch) - Section 33 36 00 1500 LF

149 Distribution Box - Section 33 36 00 10 EA

150 Chamber Drainfield - Section 33 36 00 1500 LF

151 Percolation Testing - Section 33 36 00 2 EA

152 Septic Tank Pumping & Inspection - Section 33 36 00 4 LS

153 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 150 LF

B. Gravel less Chamber 150 LF

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

155 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 100 LF

B. 2 inch SDR 21 50 LF

156 Sewage Mound - Section 33 36 13 120 CY

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

** Paid by Direct Reimbursement, Receipt Required

TOTAL BASE YEAR:

Bid Estimate Page 2 of 10

QUANTITY UNIT UNIT PRICE TOTAL PRICE

201 Mobilization/Demobilization - Section 01 27 00 15 LS

202 Curtain Drain - Section 02 62 00 20 LF

203 Buried Electrical Cables - Section 26 05 33

A. With #8 Wires 50 LF

B. With #10 Wires 50 LF

C. With #12 Wires 100 LF

D. With #16 Wires 50 LF

204 Imported Pipe Embedment - Section 31 23 17 5 CY

205 Imported Structural Fill - Section 31 23 17 5 CY

206 Cement Slurry Fill - Section 31 23 17 2 CY

207 Potholing - Section 31 23 17 20 HR

208 Soils Tests - Compaction - Section 31 23 17 5 EA

209 Rock Removal - Section 31 23 18 2 CY

210 Asphalt Paving - Section 32 12 16 10 SY

211 PVC Water Main - Section 33 11 13

A. 2-inch 300 LF

B. 3-inch 0 LF

C. 4-inch 200 LF

D. 6-inch 100 LF

212 Connection to Existing Water Main - Section 33 11 13 1 EA

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

214 Gate Valve and Box - Section 33 11 16

A. 2-inch 2 EA

B. 3-inch 0 EA

C. 4-inch 2 EA

D. 6-inch 1 EA

215 Combination Air/Vacuum Valve - Section 33 11 16 1 EA

216 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 1 EA

217 Fire Hydrant Assembly (6-inch) - Section 33 11 16 2 EA

218 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 10 EA

B. Greater than 5 ft to 9 ft Depth 2 EA

219 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 50 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 200 LF

E. 1 1/2-inch PVC 50 LF

220 House Connection - Section 33 12 13

A. Without PRV 6 EA

B. With PRV 2 EA

221 Water Meter and Box - Section 33 12 13

A. Without ERT 3 EA

B. With ERT 3 EA

222 Curb Stop and Box - Section 33 12 13

A. 1-inch 1 EA

B. 1 1/4-inch 0 EA

C. 1 1/2-inch 0 EA

D. 2-inch 0 EA

223 Yard Hydrant - Section 33 12 13 1 EA

Option Year 1

BID SCHEDULE - OPTION YEAR 1

Humboldt, Del Norte, Trinity and Siskiyou Counties

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.

Bid Estimate Page 3 of 10

224 Spring Collection Basin - Section 33 19 00 2 EA

225 Water Collection Screen - Section 33 19 00 3 EA

226 Water Quality Test Slow Sand Filter - Section 33 19 00 8 EA

227 Individual Roughing Filter - Section 33 19 00 8 EA

228 Individual Slow Sand Filter - Section 33 19 00 8 EA

229 Chlorinator Box - Section 33 19 00 8 EA

230 Water Storage Tank - Section 33 19 00 8 EA

231 Galvanized Steel Pipe, 2-inch - Section 33 19 00 500 LF

232 Water Quality Test UV Disinf Unit - Section 33 19 00 2 EA

233 UV Disinfection Unit - Section 33 19 00

A. Without Water Softener 1 EA

B. With Water Softener 1 EA

234 Well Destruction -Section 33 21 00 1 LS

235 Individual Booster System - Section 33 21 00 1 EA

236 Pump and Pressure System - Section 33 21 00

A. Without Enclosure 1 LS

B. With Enclosure 1 LS

237 Trouble Shooting and Investigation - Section 33 21 00 10 HR

238 Sewer Service Line - Section 33 31 00 300 LF

239 Sewer Service Line Cleanout & Box - Section 33 31 00 10 EA

240 Sewer Service Connection - Section 33 31 00

A. 1 ft - 5 ft Depth 2 EA

B. Greater the 5 ft to 9 ft Depth 3 EA

241 Sanitary Sewer Main - Section 33 31 13

A. 6-inch 50 LF

B. 8-inch 50 LF

242 Connection To Existing Sewer Main - Section 33 31 13 1 EA

243 Sewer Main Cleanout - Section 33 31 13 1 EA

244 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 3 EA

B. 1500-gallon Concrete - Traffic-Rated 2 EA

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

D. 1500-gallon FRP 0 EA

E. 1500-gallon Polyethylene 3 EA

245 Septic Tank Riser & Lid - Section 33 36 00

A. Traffic-Rated 1 EA

B. Non-Traffic 1 EA

246 Septic Tank Abandonment - Section 33 36 00 6 EA

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

248 Solid Sewer Pipe (4-inch) - Section 33 36 00 1500 LF

249 Distribution Box - Section 33 36 00 10 EA

250 Chamber Drainfield - Section 33 36 00 1500 LF

251 Percolation Testing - Section 33 36 00 2 EA

252 Septic Tank Pumping & Inspection - Section 33 36 00 4 LS

253 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 150 LF

B. Gravel less Chamber 150 LF

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

255 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 100 LF

B. 2 inch SDR 21 50 LF

256 Sewage Mound - Section 33 36 13 120 CY

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

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 1:

Bid Estimate Page 4 of 10

QUANTITY UNIT UNIT PRICE TOTAL PRICE

301 Mobilization/Demobilization - Section 01 27 00 15 LS

302 Curtain Drain - Section 02 62 00 20 LF

303 Buried Electrical Cables - Section 26 05 33

A. With #8 Wires 50 LF

B. With #10 Wires 50 LF

C. With #12 Wires 100 LF

D. With #16 Wires 50 LF

304 Imported Pipe Embedment - Section 31 23 17 5 CY

305 Imported Structural Fill - Section 31 23 17 5 CY

306 Cement Slurry Fill - Section 31 23 17 2 CY

307 Potholing - Section 31 23 17 20 HR

308 Soils Tests - Compaction - Section 31 23 17 5 EA

309 Rock Removal - Section 31 23 18 2 CY

310 Asphalt Paving - Section 32 12 16 10 SY

311 PVC Water Main - Section 33 11 13

A. 2-inch 300 LF

B. 3-inch 0 LF

C. 4-inch 200 LF

D. 6-inch 100 LF

312 Connection to Existing Water Main - Section 33 11 13 1 EA

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

314 Gate Valve and Box - Section 33 11 16

A. 2-inch 2 EA

B. 3-inch 0 EA

C. 4-inch 2 EA

D. 6-inch 1 EA

315 Combination Air/Vacuum Valve - Section 33 11 16 1 EA

316 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 1 EA

317 Fire Hydrant Assembly (6-inch) - Section 33 11 16 2 EA

318 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 10 EA

B. Greater than 5 ft to 9 ft Depth 2 EA

319 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 50 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 200 LF

E. 1 1/2-inch PVC 50 LF

320 House Connection - Section 33 12 13

A. Without PRV 6 EA

B. With PRV 2 EA

321 Water Meter and Box - Section 33 12 13

A. Without ERT 3 EA

B. With ERT 3 EA

322 Curb Stop and Box - Section 33 12 13

A. 1-inch 1 EA

B. 1 1/4-inch 0 EA

C. 1 1/2-inch 0 EA

D. 2-inch 0 EA

323 Yard Hydrant - Section 33 12 13 1 EA

324 Spring Collection Basin - Section 33 19 00 2 EA

325 Water Collection Screen - Section 33 19 00 3 EA

326 Water Quality Test Slow Sand Filter - Section 33 19 00 8 EA

BID SCHEDULE - OPTION YEAR 2

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 Humboldt, Del Norte, Trinity and Siskiyou Counties

Option Year 2

Bid Estimate Page 5 of 10

327 Individual Roughing Filter - Section 33 19 00 8 EA

328 Individual Slow Sand Filter - Section 33 19 00 8 EA

329 Chlorinator Box - Section 33 19 00 8 EA

330 Water Storage Tank - Section 33 19 00 8 EA

331 Galvanized Steel Pipe, 2-inch - Section 33 19 00 500 LF

332 Water Quality Test UV Disinf Unit - Section 33 19 00 2 EA

333 UV Disinfection Unit - Section 33 19 00

A. Without Water Softener 1 EA

B. With Water Softener 1 EA

334 Well Destruction -Section 33 21 00 1 LS

335 Individual Booster System - Section 33 21 00 1 EA

336 Pump and Pressure System - Section 33 21 00

A. Without Enclosure 1 LS

B. With Enclosure 1 LS

337 Trouble Shooting and Investigation - Section 33 21 00 10 HR

338 Sewer Service Line - Section 33 31 00 300 LF

339 Sewer Service Line Cleanout & Box - Section 33 31 00 10 EA

340 Sewer Service Connection - Section 33 31 00

A. 1 ft - 5 ft Depth 2 EA

B. Greater the 5 ft to 9 ft Depth 3 EA

341 Sanitary Sewer Main - Section 33 31 13

A. 6-inch 50 LF

B. 8-inch 50 LF

342 Connection To Existing Sewer Main - Section 33 31 13 1 EA

343 Sewer Main Cleanout - Section 33 31 13 1 EA

344 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 3 EA

B. 1500-gallon Concrete - Traffic-Rated 2 EA

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

D. 1500-gallon FRP 0 EA

E. 1500-gallon Polyethylene 3 EA

345 Septic Tank Riser & Lid - Section 33 36 00

A. Traffic-Rated 1 EA

B. Non-Traffic 1 EA

346 Septic Tank Abandonment - Section 33 36 00 6 EA

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

348 Solid Sewer Pipe (4-inch) - Section 33 36 00 1500 LF

349 Distribution Box - Section 33 36 00 10 EA

350 Chamber Drainfield - Section 33 36 00 1500 LF

351 Percolation Testing - Section 33 36 00 2 EA

352 Septic Tank Pumping & Inspection - Section 33 36 00 4 LS

353 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 150 LF

B. Gravel less Chamber 150 LF

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

355 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 100 LF

B. 2 inch SDR 21 50 LF

356 Sewage Mound - Section 33 36 13 120 CY

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

** Paid by Direct Reimbursement, Receipt Required

TOTAL OPTION YEAR 2:

Bid Estimate Page 6 of 10

QUANTITY UNIT UNIT PRICE TOTAL PRICE

401 Mobilization/Demobilization - Section 01 27 00 15 LS

402 Curtain Drain - Section 02 62 00 20 LF

403 Buried Electrical Cables - Section 26 05 33

A. With #8 Wires 50 LF

B. With #10 Wires 50 LF

C. With #12 Wires 100 LF

D. With #16 Wires 50 LF

404 Imported Pipe Embedment - Section 31 23 17 5 CY

405 Imported Structural Fill - Section 31 23 17 5 CY

406 Cement Slurry Fill - Section 31 23 17 2 CY

407 Potholing - Section 31 23 17 20 HR

408 Soils Tests - Compaction - Section 31 23 17 5 EA

409 Rock Removal - Section 31 23 18 2 CY

410 Asphalt Paving - Section 32 12 16 10 SY

411 PVC Water Main - Section 33 11 13

A. 2-inch 300 LF

B. 3-inch 0 LF

C. 4-inch 200 LF

D. 6-inch 100 LF

412 Connection to Existing Water Main - Section 33 11 13 1 EA

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

414 Gate Valve and Box - Section 33 11 16

A. 2-inch 2 EA

B. 3-inch 0 EA

C. 4-inch 2 EA

D. 6-inch 1 EA

415 Combination Air/Vacuum Valve - Section 33 11 16 1 EA

416 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 1 EA

417 Fire Hydrant Assembly (6-inch) - Section 33 11 16 2 EA

418 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 10 EA

B. Greater than 5 ft to 9 ft Depth 2 EA

419 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 50 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 200 LF

E. 1 1/2-inch PVC 50 LF

420 House Connection - Section 33 12 13

A. Without PRV 6 EA

B. With PRV 2 EA

421 Water Meter and Box - Section 33 12 13

A. Without ERT 3 EA

B. With ERT 3 EA

422 Curb Stop and Box - Section 33 12 13

A. 1-inch 1 EA

B. 1 1/4-inch 0 EA

C. 1 1/2-inch 0 EA

D. 2-inch 0 EA

423 Yard Hydrant - Section 33 12 13 1 EA

424 Spring Collection Basin - Section 33 19 00 2 EA

425 Water Collection Screen - Section 33 19 00 3 EA

426 Water Quality Test Slow Sand Filter - Section 33 19 00 8 EA

BID SCHEDULE - OPTION YEAR 3

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 Humboldt, Del Norte, Trinity and Siskiyou Counties

Option Year 3

Bid Estimate Page 7 of 10

427 Individual Roughing Filter - Section 33 19 00 8 EA

428 Individual Slow Sand Filter - Section 33 19 00 8 EA

429 Chlorinator Box - Section 33 19 00 8 EA

430 Water Storage Tank - Section 33 19 00 8 EA

431 Galvanized Steel Pipe, 2-inch - Section 33 19 00 500 LF

432 Water Quality Test UV Disinf Unit - Section 33 19 00 2 EA

433 UV Disinfection Unit - Section 33 19 00

A. Without Water Softener 1 EA

B. With Water Softener 1 EA

434 Well Destruction -Section 33 21 00 1 LS

435 Individual Booster System - Section 33 21 00 1 EA

436 Pump and Pressure System - Section 33 21 00

A. Without Enclosure 1 LS

B. With Enclosure 1 LS

437 Trouble Shooting and Investigation - Section 33 21 00 10 HR

438 Sewer Service Line - Section 33 31 00 300 LF

439 Sewer Service Line Cleanout & Box - Section 33 31 00 10 EA

440 Sewer Service Connection - Section 33 31 00

A. 1 ft - 5 ft Depth 2 EA

B. Greater the 5 ft to 9 ft Depth 3 EA

441 Sanitary Sewer Main - Section 33 31 13

A. 6-inch 50 LF

B. 8-inch 50 LF

442 Connection To Existing Sewer Main - Section 33 31 13 1 EA

443 Sewer Main Cleanout - Section 33 31 13 1 EA

444 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 3 EA

B. 1500-gallon Concrete - Traffic-Rated 2 EA

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

D. 1500-gallon FRP 0 EA

E. 1500-gallon Polyethylene 3 EA

445 Septic Tank Riser & Lid - Section 33 36 00

A. Traffic-Rated 1 EA

B. Non-Traffic 1 EA

446 Septic Tank Abandonment - Section 33 36 00 6 EA

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

448 Solid Sewer Pipe (4-inch) - Section 33 36 00 1500 LF

449 Distribution Box - Section 33 36 00 10 EA

450 Chamber Drainfield - Section 33 36 00 1500 LF

451 Percolation Testing - Section 33 36 00 2 EA

452 Septic Tank Pumping & Inspection - Section 33 36 00 4 LS

453 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 150 LF

B. Gravel less Chamber 150 LF

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

455 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 100 LF

B. 2 inch SDR 21 50 LF

456 Sewage Mound - Section 33 36 13 120 CY

457 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

501 Mobilization/Demobilization - Section 01 27 00 15 LS

502 Curtain Drain - Section 02 62 00 20 LF

503 Buried Electrical Cables - Section 26 05 33

A. With #8 Wires 50 LF

B. With #10 Wires 50 LF

C. With #12 Wires 100 LF

D. With #16 Wires 50 LF

504 Imported Pipe Embedment - Section 31 23 17 5 CY

505 Imported Structural Fill - Section 31 23 17 5 CY

506 Cement Slurry Fill - Section 31 23 17 2 CY

507 Potholing - Section 31 23 17 20 HR

508 Soils Tests - Compaction - Section 31 23 17 5 EA

509 Rock Removal - Section 31 23 18 2 CY

510 Asphalt Paving - Section 32 12 16 10 SY

511 PVC Water Main - Section 33 11 13

A. 2-inch 300 LF

B. 3-inch 0 LF

C. 4-inch 200 LF

D. 6-inch 100 LF

512 Connection to Existing Water Main - Section 33 11 13 1 EA

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

514 Gate Valve and Box - Section 33 11 16

A. 2-inch 2 EA

B. 3-inch 0 EA

C. 4-inch 2 EA

D. 6-inch 1 EA

515 Combination Air/Vacuum Valve - Section 33 11 16 1 EA

516 Flush Hydrant Assembly - Section 33 11 16

A. 2-inch 1 EA

B. 4-inch 1 EA

517 Fire Hydrant Assembly (6-inch) - Section 33 11 16 2 EA

518 Water Service Connection - Section 33 12 13

A. 1 ft - 5 ft Depth 10 EA

B. Greater than 5 ft to 9 ft Depth 2 EA

519 Water Service Line - Section 33 12 13

A. 1-inch PE 500 LF

B. 1 1/4-inch PE 50 LF

C. 1 1/2-inch PE 50 LF

D. 1-inch PVC 200 LF

E. 1 1/2-inch PVC 50 LF

520 House Connection - Section 33 12 13

A. Without PRV 6 EA

B. With PRV 2 EA

521 Water Meter and Box - Section 33 12 13

A. Without ERT 3 EA

B. With ERT 3 EA

522 Curb Stop and Box - Section 33 12 13

A. 1-inch 1 EA

B. 1 1/4-inch 0 EA

C. 1 1/2-inch 0 EA

D. 2-inch 0 EA

523 Yard Hydrant - Section 33 12 13 1 EA

524 Spring Collection Basin - Section 33 19 00 2 EA

525 Water Collection Screen - Section 33 19 00 3 EA

526 Water Quality Test Slow Sand Filter - Section 33 19 00 8 EA

Humboldt, Del Norte, Trinity and Siskiyou Counties

Option Year 4

BID SCHEDULE - OPTION YEAR 4

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

Bid Estimate Page 9 of 10

527 Individual Roughing Filter - Section 33 19 00 8 EA

528 Individual Slow Sand Filter - Section 33 19 00 8 EA

529 Chlorinator Box - Section 33 19 00 8 EA

530 Water Storage Tank - Section 33 19 00 8 EA

531 Galvanized Steel Pipe, 2-inch - Section 33 19 00 500 LF

532 Water Quality Test UV Disinf Unit - Section 33 19 00 2 EA

533 UV Disinfection Unit - Section 33 19 00

A. Without Water Softener 1 EA

B. With Water Softener 1 EA

534 Well Destruction -Section 33 21 00 1 LS

535 Individual Booster System - Section 33 21 00 1 EA

536 Pump and Pressure System - Section 33 21 00

A. Without Enclosure 1 LS

B. With Enclosure 1 LS

537 Trouble Shooting and Investigation - Section 33 21 00 10 HR

538 Sewer Service Line - Section 33 31 00 300 LF

539 Sewer Service Line Cleanout & Box - Section 33 31 00 10 EA

540 Sewer Service Connection - Section 33 31 00

A. 1 ft - 5 ft Depth 2 EA

B. Greater the 5 ft to 9 ft Depth 3 EA

541 Sanitary Sewer Main - Section 33 31 13

A. 6-inch 50 LF

B. 8-inch 50 LF

542 Connection To Existing Sewer Main - Section 33 31 13 1 EA

543 Sewer Main Cleanout - Section 33 31 13 1 EA

544 Septic Tank - Section 33 36 00

A. 1250-gallon Polyethylene 3 EA

B. 1500-gallon Concrete - Traffic-Rated 2 EA

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

D. 1500-gallon FRP 0 EA

E. 1500-gallon Polyethylene 3 EA

545 Septic Tank Riser & Lid - Section 33 36 00

A. Traffic-Rated 1 EA

B. Non-Traffic 1 EA

546 Septic Tank Abandonment - Section 33 36 00 6 EA

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

548 Solid Sewer Pipe (4-inch) - Section 33 36 00 1500 LF

549 Distribution Box - Section 33 36 00 10 EA

550 Chamber Drainfield - Section 33 36 00 1500 LF

551 Percolation Testing - Section 33 36 00 2 EA

552 Septic Tank Pumping & Inspection - Section 33 36 00 4 LS

553 Pressurized Drainfield - Section 02 54 10

A. Gravel 3-ft wide 150 LF

B. Gravel less Chamber 150 LF

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

555 PVC Sewer Force Main - Section 33 36 13

A. 1-1/2 inch SDR 21 100 LF

B. 2 inch SDR 21 50 LF

556 Sewage Mound - Section 33 36 13 120 CY

557 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:

Bid Estimate Page 10 of 10

Special Provisions

CAO Standard

October 2009

Revised May 2018

Special Provisions p. 1 of 3

SPECIAL PROVISIONS

C.1 SCOPE OF WORK

The work to be done under this contract consists of furnishing all labor, materials, equipment, and supervision necessary to construct individual onsite 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.

C.5 LAWS AND PERMITS AFFECTING WORK

Special Provisions p. 2 of 3

The Contractor shall at all times observe and comply with Federal, State, City, and

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

C.6 RIGHTS-OF-WAY

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

C.7 MAINTENANCE OF UTILITIES AND SITE FACILITIES

The Contractor is responsible to determine the exact location of any and all utilities not specifically located on the plans and to protect them from damage during construction.

Should any utility be damaged or disturbed, the Contractor shall immediately notify the

Project Engineer and the owner of the damaged utility. Any and all damage that results from work under the contract shall be promptly repaired at the expense of the Contractor.

During the progress of work, the Contractor shall protect all existing vegetation, structures, sidewalks, streets, mailboxes, ditches, culverts, signposts, fences, driveways, and similar items. If the Contractor must remove or disturb these facilities, provision shall be made to maintain a temporary facility serving the same purpose as that which it was intended to replace. Destruction of vegetation shall be kept to a minimum. Upon completion of the work, the Contractor shall restore all such facilities to a condition at least equal to that existing prior to construction. The Contractor shall not obstruct access to the site.

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

C.8 CONTRACT SUBMITTAL REQUIREMENTS

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

Contract Submittal Requirements section.

C.9 CLEANUP AND FINISH GRADING

The Contractor shall restore all areas disturbed by construction to a condition at least

Special Provisions p. 3 of 3 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.

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.

1. TECHNICAL SPECIFICATIONS

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 01 32 Sewer and Manhole Testing 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 19 00 Individual Surface Water Systems 33 21 00 Individual Water Supply Wells 33 31 00 Individual Sanitary Sewerage Piping 33 31 13 Community Sanitary Sewerage Piping 33 36 00 Septic Tank Systems 33 36 13 Mound Systems

California Area Indian Health Service Revised 2/9/2018

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 05 17 – Precast Concrete Valve Vaults and Meter Boxes.

2. Section 33 11 13 – Water Distribution Mains.

3. Section 33 12 13 – Water Service Connections.

4. Section 33 13 00 – Disinfection of Water Distribution.

5. 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. 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.

2.11 YARD HYDRANT

A. ¾ inch inlet and outlet: Lead free, frost-proof. Simmons 800SB Deluxe Frost-Proof Yard Hydrant, or equal.

1. Backflow preventer shall be installed on outlet.

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.

01 11 90 - 3

PART 3 EXECUTION

Add to Section 33 05 17 – Precast Concrete Valve Vaults and Meter Boxes:

3.3 VAULT AND METER BOX BEDDING

E. Install filter fabric per Drawings

Add to Section 33 13 00 – Disinfection of Water Distribution:

3.3 FIELD QUALITY CONTROL

B. Disinfection, Flushing and Sampling:

5. If test fails, Contractor shall repeat disinfection and testing process in accordance with

AWWA until test is successful. All repeat testing shall be done at Contractor’s expense.

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…