Bid Documents (Specs Pkg) - Wakulla County

More documents

Recommendations

Info

OCHLOCKONEE BAY TRAIL – PHASE IV FDIP PROJECT # 414032-1-58-01FEDERAL PROJECT # S E – 8886 (004)TABLE OF CONTENTSBIDDING AND CONTRACT DOCUMENTS00010 Statement of Work00050 Special Prequalification Requirements00100 Instructions to bidders00400 Bid Proposal00410 Bid Schedule00420 Bidders Qualification Statement00500 Construction Agreement00610 Performance Bond00620 Payment Bond00700 General Conditions00710 Insurance Requirements00850 Release and Affidavit00860 Conflict of Interest Disclosure Statement00870 Drug Free Workplace Certification00880 Ethics Clause00890 Non-Collusion Affidavit00900 Change OrderFDOT SPECIAL PROVISIONSFDOT SUPPLEMENTAL SPECIFICATIONSFDOT LOCAL AGENCY PROGRAM/FEDERAL-AID CONTRACT REQUIREMENTSPERMITSTABLE OF CONTENTS PAGE 1 of 1
OCHLOCKONEE BAY TRAIL – PHASE IV FDIP PROJECT # 414032-1-58-01FEDERAL PROJECT # S E – 8886 (004)SECTION 00010 – STATEMENT OF WORKOchlockonee Bay Trail-Phase IV is a 4.8 mile Multi-Use Trail situated within County Road 372Right-of-Way in Wakulla County Florida. The Multi-Use Trail will consist of grading,drainage, paving and other miscellaneous construction associated with this project type.SECTION 00010 - STATEMENT OF WORK PAGE 1 OF 1
Page 4 and 5: OCHLOCKONEE BAY TRAIL - PHASE IV FD
Page 52 and 53:
OCHLOCKONEE BAY TRAIL - PHASE IV FD
Page 54 and 55:
Page 56 and 57:
Page 58 and 59:
Page 60 and 61:
Page 62 and 63:
Page 64 and 65:
Page 66:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
SPECIFICATIONS PACKAGEFORFINANCIAL
Page 75 and 76:
410 PRECAST CONCRETE BOX CULVERT. .
Page 77 and 78:
SPECIALPROVISIONS-5-FPID(S): 414032
Page 79 and 80:
County.Wakulla County.Culverts.Any
Page 81 and 82:
For items of work not specifically
Page 83 and 84:
SOURCE OF SUPPY-STEEL (FEDERAL-AID
Page 85 and 86:
Soil ClassificationOne per Standard
Page 87 and 88:
346-9.2.1 Reduced Frequency for Acc
Page 89 and 90:
SUPPLEMENTALSPECIFICATIONS-12-FPID(
Page 91 and 92:
102-3 Specific Requirements.102-3.1
Page 93 and 94:
detection technology listed on the
Page 95 and 96:
The skid resistance of open steel g
Page 97 and 98:
the Contract. Keep the Engineer adv
Page 99 and 100:
Provide portable traffic signals th
Page 101 and 102:
may be granted, will be paid for at
Page 103 and 104:
y the Engineer and certified as com
Page 105 and 106:
102-13.14 Advance Warning Arrow Pan
Page 107 and 108:
104 PREVENTION, CONTROL, AND ABATEM
Page 109 and 110:
of plastic mesh or netting. Provide
Page 111 and 112:
7. Benchmarks: location and descrip
Page 113 and 114:
105 CONTRACTOR QUALITY CONTROL GENE
Page 115 and 116:
(TINs) or any other information whi
Page 117 and 118:
supervision of a CTQP Concrete Labo
Page 119 and 120:
105-8.11.2 Precast Concrete Drainag
Page 121 and 122:
107-2.4 Disposal of Litter and Debr
Page 123 and 124:
To obtain the Engineer’s approval
Page 125 and 126:
finished layer will have the thickn
Page 127 and 128:
ExcavatableNon-ExcavatableCellularC
Page 129 and 130:
eject the material for failing QC t
Page 131 and 132:
target, adjust the spread rate to t
Page 133 and 134:
cells) beneath the surge or storage
Page 135 and 136:
SUBARTICLE 320-5.3.1 (Page 246) is
Page 137 and 138:
may waive the corrections at no red
Page 139 and 140:
ecognized, however, that depending
Page 141 and 142:
prime coat, with acceptable spread
Page 143 and 144:
The normal frequency for taking asp
Page 145 and 146:
330-9.1.5 Number of Crews Required:
Page 147 and 148:
that effective compaction may not b
Page 149 and 150:
of each measurement and then averag
Page 151 and 152:
idge structures, at manholes, and a
Page 153 and 154:
330-12.5.2 Reduction in Pay Item Qu
Page 155 and 156:
combined with other layers (as appl
Page 157 and 158:
334-2.3.3 RAP Stockpile Approval: P
Page 159 and 160:
The Engineer will consider any mark
Page 161 and 162:
PG 76-22 asphalt binders, 320°F fo
Page 163 and 164:
(regardless of type), miscellaneous
Page 165 and 166:
that it can be demonstrated that th
Page 167 and 168:
334-5.6.3 Resolution Determination:
Page 169 and 170:
satisfaction of the Engineer that t
Page 171 and 172:
determined in accordance with the i
Page 173 and 174:
336-4 Equipment.Use blending equipm
Page 175 and 176:
336-7 Certification Requirements fo
Page 177 and 178:
materials (as approved by the Engin
Page 179 and 180:
tolerance in accordance with 334-5.
Page 181 and 182:
337-8 Thickness of Friction Courses
Page 183 and 184:
hydrated lime, aggregate moisture c
Page 185 and 186:
ARTICLE 338-5 (Pages 306 and 312) i
Page 187 and 188:
TABLE 338-1Category 1 Pavements(1)
Page 189 and 190:
Responsible Party will be responsib
Page 191 and 192:
ARTICLE 341-5 (Page 315) is deleted
Page 193 and 194:
concrete maintains a slump of at le
Page 195 and 196:
Verify that the chloride test resul
Page 197 and 198:
(IA) checklist comparison criteria,
Page 199 and 200:
specification requirements. All QC
Page 201 and 202:
Furnish either a structural analysi
Page 203 and 204:
For the surface vibrators, use a fr
Page 205 and 206:
The work specified in this Section
Page 207 and 208:
Heavy Trucks during a 24 hour perio
Page 209 and 210:
webs of individual box girders when
Page 211 and 212:
Prior to using stay-in-place metal
Page 213 and 214:
SUBARTICLE 400-15.2.5.1 (page 397)
Page 215 and 216:
cracks are cracks that extend deepe
Page 217 and 218:
withstand a 50 pound concentrated l
Page 219 and 220:
446 EDGEDRAIN (DRAINCRETE) - CONTRO
Page 221 and 222:
460 STRUCTURAL STEEL AND MISCELLANE
Page 223 and 224:
524 CONCRETE DITCH AND SLOPE PAVEME
Page 225 and 226:
PROPERTY STANDARD MINIMUM THRESHOLD
Page 227 and 228:
panel type, date cast, project numb
Page 229 and 230:
534-8 Repairs or Rejection.For prec
Page 231 and 232:
Restore the attenuator damaged by t
Page 233 and 234:
Carefully inspect all reinforcement
Page 235 and 236:
misalignment or distortion of the w
Page 237 and 238:
do not introduce any contamination
Page 239 and 240:
560-7.4 Washing: Wash all steel sur
Page 241 and 242:
560-9.8 Thickness of Coats: Apply c
Page 243 and 244:
Fertilizer ........................
Page 245 and 246:
570-3.6 Watering: Water all turf ar
Page 247 and 248:
570-8 Method of Measurement.The qua
Page 249 and 250:
Within 24 hours after final tighten
Page 251 and 252:
700-4.1.1 General: Prior to the app
Page 253 and 254:
700-6.5 Imperfections and Repairs:
Page 255 and 256:
plans; including sign panels comple
Page 257 and 258:
channel, the width of each drainage
Page 259 and 260:
702 WET WEATHER PAVEMENT MARKINGS.(
Page 261 and 262:
The Department reserves the right t
Page 263 and 264:
709 TRAFFIC STRIPES AND MARKINGS -
Page 265 and 266:
markings damaged by passing traffic
Page 267 and 268:
250 mcd/lx·m 2 for white and yello
Page 269 and 270:
graded on sieves specified in produ
Page 271 and 272:
SizeNo.TABLE 1 (Continued)Standard
Page 273 and 274:
equires testing by FM 1-T 283 and t
Page 275 and 276:
for Specification Compliance and on
Page 277 and 278:
916-2 Recycling Agents.916-2.1 Requ
Page 279 and 280:
Table 2Chemical Test Test Method Ma
Page 281 and 282:
e provided to the Engineer for each
Page 283 and 284:
SILICONESEALANT TYPETest Method Typ
Page 285 and 286:
joints to be sealed have irregular
Page 287 and 288:
Grouts shall be prepackaged in mois
Page 289 and 290:
(e) Store the mixed grout at the te
Page 291 and 292:
JunctionFM 5-572,Procedure B andFM
Page 293 and 294:
ARTICLE 948-4 (Pages 905 - 906) is
Page 295 and 296:
components for Zone 1. Minimum Aver
Page 297 and 298:
Roundness*ASTM D 1155Min: 70 % by w
Page 299 and 300:
materials shall produce an adherent
Page 301 and 302:
Property Test Method Minimum Maximu
Page 303 and 304:
signs of poor adhesion. Durability
Page 305 and 306:
and shall have the option of formul
Page 307 and 308:
Property Test Method Minimum Maximu
Page 309 and 310:
973 STRUCTURAL PLASTICS.(REV 5-11-0
Page 311 and 312:
Static Coefficient of ASTM D1894 Sk
Page 313 and 314:
Structural Properties for Medium Du
Page 315 and 316:
Property Test Method RequirementSli
Page 317 and 318:
Delamination shall be defined as an
Page 319 and 320:
975-7.2 Laboratory Requirements: Us
Page 321 and 322:
990 TEMPORARY TRAFFIC CONTROL DEVIC
Page 323 and 324:
ARTICLE 990-5 (of the Supplemental
Page 325 and 326:
(b) The traffic signal heads on thi
Page 327 and 328:
A. The minimum vertical aspect of t
Page 329 and 330:
994-1 Description.994-1.1 General:
Page 331 and 332:
lack processing inks and opaque let
Page 333 and 334:
FPID: 414032-1-58-01Federal Project
Page 335 and 336:
TABLE OF CONTENTSSPECIAL PROVISIONS
Page 337 and 338:
BUY AMERICASource of Supply - Steel
Page 339 and 340:
3. Carrying out information and com
Page 341 and 342:
Complete the attached Construction
Page 343 and 344:
As part of the Contractor’s equal
Page 345 and 346:
trainees) to the extent such person
Page 347 and 348:
submitted no later than the tenth d
Page 349 and 350:
(ii) Upon receipt, the engineer wil
Page 351 and 352:
ATTACHMENTS-18-
Page 353 and 354:
8. As required by Section 337.165,
Page 355 and 356:
FHWA-1273 Electronic version -- Mar
Page 357 and 358:
EEO policy and its implementation w
Page 359 and 360:
ace, color, religion, sex, national
Page 361 and 362:
. Laborers or mechanics performing
Page 363 and 364:
(1) Except as provided in 29 CFR 5.
Page 365 and 366:
a. Payrolls and basic records relat
Page 367 and 368:
2. The Contract amount upon which t
Page 369 and 370:
a. By signing and submitting this p
Page 371 and 372:
c. The prospective lower tier parti
Page 373 and 374:
ATTACHMENT AEMPLOYMENT PREFERENCE F
Page 375 and 376:
forth the provisions of this nondis
Page 377 and 378:
supporting information, to the effe
Page 379 and 380:
contracts under Section 209(6) shal
Page 381 and 382:
employment practices of the employe
Page 383 and 384:
enforcement or other proceedings.(c
Page 385 and 386:
STATE OF FLORIDA DEPARTMENT OF TRAN
Page 387 and 388:
STATE OF FLORIDA DEPARTMENT OF TRAN
show all

Bid Documents (Specs Pkg) - Wakulla County

Create successful ePaper yourself

Delete template?

Save as template?