DOT-ITB-22-2018-WB Addendum 1.pdf

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Attached to
National Pollution Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System
Solicitation number
ITB-00475
Issued by
Alachua County, Florida

About this file

This document is an Addendum to an Invitation to Bid (ITB) issued by the Florida Department of Transportation (FDOT) District Two Procurement Office for a district-wide contract to provide National Pollution Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) services. Addendum No. 1 incorporates answers to questions received and an updated Exhibit B - Bid Sheet. The sealed bids are due by 2:00 p.m. local time on Thursday, April 28, 2022, and will be opened publicly at 2:30 p.m. The contract term is not specified.

The updated Exhibit B - Bid Sheet provides detailed unit pricing for a variety of related services and materials, including fill materials, excavation, pipe and culvert installation, concrete work, inlet and manhole maintenance, stormwater system maintenance, and environmental testing and analysis services. Pricing is requested for work to be conducted in Columbia County and Lakeland City jurisdictions. The contract does not include any set-aside requirements, and there is no information provided about incumbents or funding sources.

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Florida Department of Transportation

RON DESANTIS

GOVERNOR

1109 South Marion Avenue Lake City, FL 32025-5874

JARED W. PERDUE, P.E.

SECRETARY

Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov

DISTRICT TWO

PROCUREMENT OFFICE

ADDENDUM 1

DOT-ITB-22-2018-WB

District-Wide National Pollution Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MSR)

Addendum No. 1 hereby incorporates the following:

1. Provides Answers to Questions received.

2. Provides Updated Exhibit B – Bid Sheet.

The Bidder must acknowledge receipt of this Addendum by completing and returning to the Procurement Office with its bid package by or before the time and date of the bid opening. Failure to do so may deem the Bidder non-responsive.

Company Name

Signature

Date

Failure to file a protest within the time prescribed in Section 120.57(3), Florida Statutes, or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under Chapter 120, Florida Statutes.

Note: All written questions are reproduced in the same format as submitted by the Respondent.

Question Answer

1. What are the Pipe Sizes for Bid Items #32 thru 41?

1. Please see updated Exhibit B - Bid Sheet

2. What Size and type of Tidal Check Valve? (Bid Item#333)

2. Please see updated Exhibit B - Bid Sheet

EXHIBIT "B"

BID SHEET

Note: In submitting a response, the Bidder acknowledges they have read and agree to the solicitation terms and conditions and the submission is made in conformance with those terms and conditions. By submitting a bid, a Bidder also agrees to be held to the prices bid for the term of the resultant contract.

The Department will not agree to caveat language for pricing within the Bid Sheet. Bid submittals that include caveat language for pricing will be viewed as a conditional bid and the Department will reject the bid submittal.

Acknowledgement: I certify that I have read and agree to abide by all terms and conditions of this solicitation and that I am authorized to sign for the Bidder. I certify that the response submitted is made in conformance with all requirements of the solicitation.

Vendor: FEID #:

Address: City, State, Zip:

Phone: Fax: None

Authorized Signature: Date:

Printed/Typed Name: Title:

EXHIBIT B

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE

TOTAL PRICE ($)

1 13 C.Y. Fill Material AASHTO Classification A-3

2 13 C.Y. Fill Material AASHTO Classification A-2

3 13 C.Y. Lateral Ditch Excavation

4 13 C.Y. Flowable Fill

5 13 C.Y. Excavation Borrow (Regular)

6 13 C.Y. Excavation Borrow (truck measure)

7 13 C.Y. Excavation Channel

8 13 C.Y. Embankment

9 13 PM Sweeping (Mechanical)

10 13 C.Y. Clean & Reshape Ditch (haul excavated material) _

11 13 L.F Clean & Reshape Ditch (spread excavated material)

12 13 S.F. Structure Removal

13 13 L.F Pipe Liner Optional Material (Section Repair) 0-24"

14 13 L.F Pipe Liner Optional Material (Section Repair) 25-36"

15 13 L.F Pipe Liner Optional Material (Section Repair) 37-48"

16 13 L.F Pipe Liner Optional Material (Section Repair) 49-60" _

17 13 L.F Pipe Liner Optional material (Section Repair) >60""

18 13 Sq In Pipe Gasket j_1.5 inch)

19 13 Sq In Pipe Gasket (1.75 inch)

20 13 Sq In Pipe Gasket ( 2 inches)

21 13 L.F Pipe Concrete Culvert 12" (class II)

22 13 L.F Pipe Concrete Culvert, 15" (class II)

23 13 L.F. Pipe Concrete Culvert 18" (class II)

24 13 L.F. Pipe Concrete Culvert 24" (class II)

25 13 L.F. Pipe Concrete Culvert 30" (class II)

26 13 L.F. Pipe Concrete Culvert 36" (class II)

27 13 L.F. Pipe Concrete Culvert 42" (class II)

28 13 L.F Pipe Concrete Culvert 48" (class II)

29 13 L.F Pipe Concrete Culvert 60" (class II)

30 13 L.F. Pipe Concrete Culvert 66" (class II)

31 13 L.F. Pipe Concrete Culvert 72" (class II)

32 13 L.F Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 12" SS

33 13 L.F Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 15" SS

34 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 18" SS

35 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 24" SS

36 13 L.F. Pipe Culvert- Round - Optional Mat. Other Shape (Ellip/Arch) 30" SS

37 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 36" SS

38 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 42" SS

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE

TOTAL PRICE ($)

39 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 48" SS

40 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 54" SS

41 13 L.F. Pipe Culvert - Round - Optional Mat, Other Shape (Ellip/Arch) 60" SS

42 13 L.F. Pipe Culvert - Round - Optional Mat 12" CD

43 13 L.F Pipe Culvert - Round - Optional Mat 15" CD

44 13 L.F. Pipe Culvert- Round - Optional Mat 18" CD

45 13 L.F Pipe Concrete Culvert 12" (SD)

46 13 L.F Pipe Concrete Culvert [(15") or 12”X18”)] (SD)

47 13 L.F. Pipe Concrete Culvert [(18") or 14”X23”)0 (SD))

48 13 L.F. Pipe Concrete Culvert, Optional Material 18" (SD)

49 13 L.F. Pipe Concrete Culvert Optional Material 24" (SD)

50 13 LF Pipe Concrete Culvert Optional Material 30" (SD)

51 13 L.F Pipe Culvert - Optional Mat 12" (GD)

52 13 L.F Pipe Culvert - Optional Mat 15" (GD)

53 13 L.F. Pipe Culvert - Optional Mat 18" (GD)

54 13 L.F. Pipe Culvert - Optional Mat 24" (GD)

55 13 C.Y. Pipe Culvert Desilting

56 13 C.Y. Box Culvert Desilting

57 13 L.F. Pipe Steel Culvert 12"

58 13 L.F. Pipe Steel Culvert 15"

59, 13 L.F. Pipe Steel Culvert 18"

60 13 L.F. Pipe Steel Culvert 21"

61 13 L.F. Pipe Steel Culvert 24"

62 13 L.F. Pipe Steel Culvert 30"

63 13 L.F. Pipe Steel Culvert 36"

64 13 L.F. Pipe Steel Culvert 42"

65 13 L.F. Pipe Steel Culvert 48"

66 13 L.F. Pipe Steel Culvert 48"

67 13 L.F. Pipe Steel Culvert 60"

68 13 C.Y. Pipe (Elliptical) Desilting

69 13 C.Y. Class IV Concrete (culvert & endwall)

70 13 L.F. Curb Special Concrete

71 13 L.F. Gutter Valley Concrete

72 13 L.F. Curb Valley Concrete

73 13 L.F. Curb and Gutter Concrete Type E

74 13 L.F. Curb and Gutter Concrete (Special)

75 13 L.F. Curb and Gutter Concrete Type F

76 13 L.F. Curb and Gutter Concrete Type A

77 13 L.F. Curb and Gutter Concrete Type B

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

78 13 L.F. Curb and Gutter Concrete Type D

79 13 Each Inlet (Gutter) Type S (>10').

80 13 Each Inlet (Gutter) Type S (<10')

81 13 Each Inlet (curb) (type p-5) <10'

82 13 Each Inlet (curb) (type p-6) <10'

83 13 Each Inlet (curb) (type p-9) Partial

84 13 Each Inlet (curb) (type p-9) J. Bottom, < 10'

85 13 Each Inlet (curb) (type p-9) < 10'

86 13 Each Inlet (ditch bottom) (type B) >10'

87 13 Each Inlet (ditch bottom) (type B) <10'

88 13 Each Inlet (ditch bottom) (type B) J Bottom >10'

89 13 Each Inlet (ditch bottom) (type B) J Bottom <10'

90 13 Each Inlet (ditch bottom) (Type B) Partial J Bottom <10'

91 13 Each Inlet (ditch bottom) (type B) Modify

92 13 Each Inlet (ditch bottom) (type C modified) >10'

93 13 Each Inlet (ditch bottom) (type C modified) <10'

94 13 Each Inlet (ditch bottom) (type E) J Bottom <10'

95 13 Each Inlet (ditch bottom) (type E) J Bottom >10'

96 13 Each Inlet (ditch bottom) (type H) <10'

97 13 Each Inlet (ditch bottom) (type H) >10'

98 13 Each Inlet (curb) (type p-1) <10'

99 13 Each Inlet (curb) (type p-1) Partial _

100 13 Each Inlet (curb) (type p-2) Partial

101 13 Each Inlet (curb) (type p-2) <10'

102 13 Each Inlet (curb) (type p-3) < 10'

103 13 Each Inlet (curb) (type p-3) > 10'

104 13 Each Inlet (curb) (type p-3) Partial

105 13 Each Inlet (curb) (type p-4) Partial

106 13 Each Inlet (curb) (type p-4)<10

107 13 Each Inlet (curb) (type p-5) <10'

108 13 Each Inlet (curb) (type p-5) Partial

109 13 Each Inlet (curb) (type p-5) Modify

110 13 Each Inlet (curb) (type p-5) > 10'

111 13 Each Inlet (curb) (type p-6) <10'

112 13 Each Inlet (curb) (type p-6) Partial

113 13 Each Inlet (curb) (type p-6) Modify

114 13 Each Inlet (curb) (type p-6) > 10'

115 13 Each Inlet Type J-1 (>10')

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

116 13 Each Inlet Type J-1 (<10')

117 13 Each Inlet Type J-3 (>10')

118 13 Each Inlet Type J-3 (<10')

119 13 Each Inlet Type J-5 (<10')

120 13 Each Inlet Type J-5 (>10')

121 13 Each Inlet Type H J Bottom (>10')

122 13 Each Inlet Type H J. Bottom (<10')

123 13 Each Inlet Type A (ditch bottom) >10'

124 13 Each Inlet Type A (ditch bottom) <10'

125 13 Each Inlet Type A J Bottom (>10')

126 13 Each Inlet Type A J Bottom (<10')

127 13 Each Inlet Type A J Bottom (Partial)

128 13 Each Inlet Type C (ditch bottom) >10'

129 13 Each Inlet Type C (ditch bottom) <10'

130 13 Each Inlet Type C J Bottom (>10')

131 13 Each Inlet Type C J Bottom (<10')

132 13 Each Inlet Type C Ditch Bottom (Partial)

133 13 Each Inlet Type C Ditch Bottom (Modify)

134 13 Each Inlet (ditch bottom) (type D modified)

135 13 Each Inlet Type D (ditch bottom) (>10')

136 13 Each Inlet Type D (ditch bottom) (<10')

137 13 Each Inlet Gutter Type S J Bottom >10

138 13 Each Inlet Gutter Type S J Bottom <10

139 13 Each Inlet Gutter Type S J Bottom Partial

140 13 Each Inlet Gutter Type V J Bottom <10'

141 13 Each Inlet Gutter Type V J Bottom >10'

142 13 Each Manhole J-7 (>10')

143 13 Each Manhole J-7 (<10')

144 13 Each Manhole J-8 (<10')

145 13 Each Manhole J-8 (>10')

146 13 Each Manhole P-7 (>10')

147 13 Each Manhole P-7 (<10')

148 13 Each Manhole P-8 (<10')

149 13 Each Manhole P-8 (>10')

150 13 Each Manhole Cleaning

151 13 Each Manhole Sealing

152 13 Each Inlet Cleaning

153 13 Each Inlet Sealing

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

154 13 Acre Stormwater Management System Maintenance

155 13 Each Baffle Box Installation [4'.X61 inside Width & Length

156 13 Each Baffle Box Installation [4'X8'] inside Width & Length

157 13 Each Baffle Box Installation (5'X10] inside Width & Length

158 13 Each Baffle Box Installation j6.X12] inside Width& Length

159 13 Each Baffle Box Installation [8'X121 inside Width & Length

160 13 Each Baffle Box Installation j8'X141 inside Width & Length

161 13 Each Baffle Box Installation [10'X14'] inside Width& Length

162 13 Each Baffle Box Installation [10'X16'] inside Width & Length

163 13 Each Baffle Box Cleaning

164 13 Each Drainage Structure Modify

165 13 Each Drainage Structure Miscellaneous, Adjust

166 13 L.F. Underdrain clean-out/backflushing) (6")

167 13 L.F. Underdrain clean-out/backflushing) (8")

168 13 Each Junction Box Cleaning

169 13 Lb Reinforcing Steel

170 13 Each Mitered End Section (conc. pipe round 12" )

171 13 Each Mitered End Section (conc. pipe round 15" )

172 13 Each Mitered End Section (conc. pipe round 18")

173 13 Each Mitered End Section (conc. pipe round 24" )

174 13 Each Mitered End Section (conc. pipe round 30" )

175 13 Each Mitered End Section (conc. pipe round 36" )

176 13 Each Mitered End Section (conc. pipe round 42”)

177 13 Each Mitered End Section (conc pipe round 48")

178 13 Each Mitered End Section (conc pipe round 54")

179 13 Each Mitered End Section (conc. pipe round 60")

180 13 Each Mitered End Section (conc. pipe round 72")

181 13 S.Y. Concrete Cement Pavement - Plain (8")

182 13 S.Y. Concrete Cement Pavement-Plain (8") Reinf

183 13 S.Y. Concrete Cement Pavement - Plain (9")

184 13 S.Y. Concrete Cement Pavement - Plain (9") Reinf

185 13 S.Y. Concrete Cement Pavement - Plain (10")

186 13 S.Y. Concrete Cement Pavement - Plain (10") Reinf

187 13 S.Y. Concrete Cement Pavement- Plain (12")

188 13 S.Y. Concrete Cement Pavement - Plain (12") Reinf

189 13 C.Y. Class I Concrete (Culvert)

190 13 C.Y. Class I Concrete (End Wall)

191 13 C.Y. Class I Concrete (Bulkhead)

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE($)

192 13 G.Y. Class I Concrete (Substructure)

193 13 C.Y. Class I Concrete (Retaining Walls)

194 13 C.Y. Class I Concrete (Misc)

195 13 C.Y. Class I Cincrete (Trench Slab)

196 13 C.Y. Class II Concrete (Culvert)

197 13 C.Y. Class II Concrete (End Wall)

198 13 C.Y. Class II Concrete (Bulkhead)

199 13 C.Y. Class II Concrete (Substructure)

200 13 C.Y. Class II Concrete (Retaining Walls)

201 13 C.Y. Class II Concrete (Misc)

202 13 C.Y. Class IV Concrete (Culvert)

203 13 C.Y. Class IV Concrete (End Wall)

204 13 C.Y. Class IVConcrete (Bulkhead)

205 13 C.Y. Class IV Concrete (Substructure)

206 13 C.Y. Class IV Concrete (Retaining Walls)

207 13 C.Y. Concrete Class IV ( Misc)

208 13 S.F Concrete Ditch Pavement (3" thickness)

209 13 Gallo n

Concrete Crack Sealant ( Epoxy)

210 13 L.F. Concrete Crack Sealant (Epoxy)

211 13 Gallo Concrete Crack Sealant (Penetrant Sealer)

212 13 Gallo Concrete Crack Sealer (Methacrylate Monomer)

213 13 S.F. Cleaning and Sealing Concrete surface

214 13 Each Cleaning and Sealing Pipe Joints (>=15 ")

215 13 Each Cleaning and Sealing Pipe Joints (18")

216 13 Each Cleaning and Sealing Pipe Joints (24")

217 13 Each Cleaning and Sealing Pipe Joints (30")

218 13 Each Cleaning and Sealing Pipe Joints (36")

219 13 Each Cleaning and Sealing Pipe Joints (42")

220 13 Each Cleaning and Sealing Pipe Joints (48'1

221 13 Each Cleaning and Sealing Pipe Joints (54")

222 13 Each Cleaning and Sealing_ Pipe Joints (60")

223 13 Each Cleaning and Sealing Pipe Joints (72")

224 13 S.F. Plastic Fitter Fabric - Type D-3

225 13 S.F. Plastic Filter Fabric - Type R-1

226 13 S.F. Plastic Filter Fabric - Type D-6

227 13 S.F. Concrete Fabric Formed Riprap (10" filter points)

228 13 L.F. Directional Bore (<6")

229 13 L.F. Directional Bore (>6"-12")

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

230 13 L.F. Directional Bore (>12"-18")

231 13 L.F. Directional Bore (>1T-24")

232 13 S.Y. Pavement removal

233 13 S.Y. Base Optional (base group 1)

234 13 S.Y. Base Optional (base group 2)

235 13 S.Y. Base Optional (base group 3)

236 13 S.Y. Base Optional (base group 4)

237 13 S.Y. Base Optional (base group 5)

238 13 S.Y. Base Optional (base group 6)

239 13 S.Y. Base Optional (base group 7)

240 13 S.Y. Base Optional (base group 8)

241 13 S.Y. Base O.tional base . rou • 9

242 13 S.Y. Base Optional (base group 11)

243 13 S.Y. Base Optional (base group 12)

244 13 S.Y. Base Optional (base group 13)

245 13 S.Y. Base Optional (base group 14)

246 13 S.Y. Base Optional (base group 15)

247 13 S.F. Stabilization Type B

248 13 S.F. Stabilization Type C

249 13 T.N. Asphalt Concrete Type SP-9.5

250 13 T.N. Asphalt Concrete Type SP-12.5

251 13 T.N. Miscellaneous Asphalt Pavement

252 13 T.N. Asphalt Concrete Friction Course

253 13 L.F. Sheet Piling ( Concrete ) 10"X 30"

254 13 L.F. Sheet Piling ( Concrete ) 12"X 30"

255 13 S.F. Sheet Piling (steel)

256 13 CY Rip Rap (Sand Cement)

257 13 S.F Rip-Rap (rubble) (Ditch Lining)

258 13 S.F. Rip-Rap (rubble) (bank and shore)

259 13 S.F. Rip-Rap (Articulating Block)

260 13 T.N. Bedding Stone

261 13 L.F. Type B Fence Repair/Resetting (w/barb wire attach.)

262 13 L.F. Type B Fence Installation

263 13 L.F. T pe B Fence Installation w/barb wire attach.

264 13 Each Fence Gate Double 12', Type B

265 13 Each Sliding Gate 13' opening

266 13 L.F. Removal of Fencing Chain Link

267 13 L.F. Removal of Fencing Wood

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

268 13 M.G. Water

269 13 Each Tree Removal 4" to 12"

270 13 Each Tree Removal >12" to 24"

271 13 Each Tree Removal >24" to 36"

272 13 Each Tree Removal >36" to 48"

273 13 Each Tree Removal >48"

274 13 PL Live Oak Tree 2" Caliper

275 13 PL Live Oak Tree 4" Caliper

276 13 PL Palm Single Trunk 8' to 20'

277 13 S.Y. Sodding (Bahia)

278 13 S.Y. Sodding (Centipede)

279 13 S.Y. Sodding (St Augustine)

280 13 S.F. Sodding (Bermuda)

281 13 S.Y. Seeding and Mulching

282 13 Each Total Suspended Solids (EPA Method 160.2 or equivalent or accepted methods)

283 13 Each

Chemical Oxygen Demand (EPA Methods 508/410.4 or equivalent or accepted methods)

284 13 Each

Biochemical Oxygen Demand - 5 day (EPA Method 405.1 or equivalent or accepted methods)

285 13 Each

Ammonia Nitrogen (NH) (EPA Methods 350.1/350.2 or equivalent or accepted methods)

286 13 Each

Oil and Grease (EPA Methods 413.1/413.2 or Specified Methods in SW 846)

287 13 Each

Total Kjeldahl Nitrogen (TKN) (EPA Methods 351.2/351.3 or equivalent or accepted methods)

288 13 Each

Nitrate and Nitrite (EPA Methods 353.1/353.2 or equivalent or accepted methods)

289 13 Each Ortho-Phosphorous (Ortho-PO4) (EPA Methods 365.3 or equivalent or accepted methods)

290 13 Each

Polynuclear Aromatic Hydrocarbons (EPA Methods 3550/8270C or equivalent or accepted methods)

291 13 Each

Total Volatile Organic Compounds (VOCs)(EPA Methods 8260B/502.2/524.2 or equivalent)

292 13 Each

Total Semi-Volatile Organic Compounds (Semi-VOCs) (EPA Method 8270C or equivalent)

293 13 Each

Leachable Volatile Organic Compounds (EPA Method 1312 Synthetic Precipitation Leaching Procedure (SPLP))

294 13 Each

Leachable Semi-Volatile Organic Compounds (EPA Method 1312 Synthetic Precipitation Leaching Procedure (SPLP))

295 13 Each

Total Recoverable Petroleum Hydrocarbon (FL-PRO Petroleum Residual Organic Methods)

296 13 Each

Toxicity Characteristic Leaching Procedure (TCLP) RCRA Metals (EPA Method 1311 or equivalent)

297 13 Each

Total Organic Carbon (TOC)(EPA Method 415.3 or equivalent or accepted methods)

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

298 13 Each

Dissolved Organic Carbon (DOC) (USGS Method O-1122-92 or equivalent or accepted methods)

299 13 Each Odor (Standard Methods 2150B or equivalent or accepted methods)

300 13 Each

RCRA 8 Metals (EPA Methods 3050B/6010 or 200.7 & 245.1 for Mercury or other approved methods)

301 13 Each

Leachable RCRA Metals (EPA Method 1312 or equivalent or accepted methods)

302 13 Each

TCLP Volatiles (EPA Method 8260B or equivalent or accepted methods)

303 13 Each

TCLP Semi-Volatiles (EPA Method 8260C or equivalent or accepted methods)

304 13 Each

Total Coliform (EPA Methods 9131/9132 or Standard Methods 189222B)

305 13 Each

Quantitative Polymerase Chain Reaction (qPCR) and chemical markers to identify likely contamination sources)

306 13 Each

TCLP Pesticides (EPA Method 8081 or equivalent or accepted methods)

307 13 Each

TCLP Herbicides (EPA Method 8151A or equivalent or accepted methods)

308 13 Each

Pesticide/Polychlorinated Biphenyl (EPA applicable Methods

504. 505, 508, 515, 525.1, 531, 547, and 548 or 608/8080)

309 13 Each

Total Dissolved Solids (EPA Methods 160.1/160.2 or equivalent or accepted methods)

310 13 Each

Total Phenols (EPA Methods 604/8040 or equivalent or accepted methods)

311 13 Each

Dissolved Oxygen (Standard Methods 4500-H+B or equivalent or accepted methods)

312 13 Each

Conductivity (Standard Methods 2510-B or equivalent or accepted methods)

313 13 Each

Stream Flow (Standard Methods USGS 2175 or equivalent or accepted methods)

314 13 Each

Sulfate (EPA Methods 300/SW846 9056 or equivalent or accepted methods)

315 13 Each

Turbidity (Standard Methods 2130B or equivalent or accepted methods)

316 13 Each

Petroleum Hydrocarbon (EPA Method 418.1 or equivalent or accepted methods)

317 13 Each pH (Standard Methods 4500-H+B or equivalent or accepted methods)

318 13 Each Iron (Hach Method 8008 or equivalent or accepted methods)

319 13 Each Chlorophyll a (EPA Method 447 or equivalent or accepted

320 13 Each Dissolved Organic Nitrogen*

321 13 Each Total Nitrogen (TN)**

322 13 Each Total Phosphorus (TP)***

323 13 LF Pipe Concrete Culvert Elliptical (48”X72”) (SD)

324 13 Each Mitered End Section (concrete Pipe Elliptical 48”X72”)

ITEM

No.

EST.

QUANTITIES

UNIT DESCRIPTION UNIT PRICE ($) TOTAL PRICE ($)

325 13 SY Geosynthetic Reinforced Foundation over soft soil

326 13 LF Guard Rail – Removal

327 13 LF Guard Rail – Roadway, Double face

328 13 LF Guard Rail – Roadway, General

329 13 LF Pedestrian / Bicycle Railings, Guiderails, and Handrails

330 13 SY Concrete Sidewalk and Driveway

331 13 Each Structure Bottom Type J, Alt. B

332 13 LF ERCP 38X60 Concrete Pipe

333 13 Each Tidal Check Valve, Up to 36”, Duckbill

334 13 LF 14”X23” Elliptical Reinforced Concrete Pipe (ERCP)

335 13 LF Mitered End Section (Concrete Pipe Elliptical (14”X23”)

336 13 Each 2: to 4” SS Jet Filter

337 13 Each 2: to 4” SS Jet Filter (Modified)

338 13 AC Clearing & Grubbing

GRAND TOTAL

* This work shall be performed by measuring ammonium, converting organic nitrogen to ammonium by digestion and then re-measuring for total ammonium using a colorimetric method [Standards Methods 4500-NorgB, C (APHA etal., 1998)]. Other equivalent or accepted methods can be used to perform this work.

**This work shall be performed by measuring persulfate digestion, which converts all forms of N to nitrate, followed by colorimetric method [Standards Methods 4500-NorgB, C (APHA etal., 1998)] or via analysis of total Kjeldahl nitrogen (TKN, see previous description) with addition of nitrite and nitrate. Other equivalent or accepted methods can be used to perform this work.

***This work shall be performed by converting phosphorus compounds to orthophosphate via digestion, followed by colorimetric methods. Digestive methods are outlined in Standard Methods 4500-P B (Alpha et al., 1998). Other equivalent or accepted can be used to perform this work.

Addendum 1.pdf
Q&A.pdf
NPDES - Exhibit B-Bid Sheet.pdf

File details come from the government source that posted it. Updated .