revised: january 19, 2016 - advertisement listcabb.virginiadot.org/upload/20160119020951 i41_...
TRANSCRIPT
www.VirginiaDOT.org WE KEEP VIRGINIA MOVING
DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET
RICHMOND, VIRGINIA 23219-2000 Charles A. Kilpatrick, P.E. Commissioner January 19, 2016 Order No. I41 Route: 130 Project: (NFO)0130-005-643, B650, C501 FHWA: BR-005-3(123) District: Lynchburg County: Amherst Bids: January 27, 2016 To Holders of the Plans & Proposals: Please make the following changes in your copy of the bid proposal & plans for the captioned project: BID PROPOSAL Substitute the Form C-21C as it has been revised. Substitute the Schedule of Items as it has been revised. Substitute the Table of Contents as Special Provision SFV02AF – Predetermined Minimum Wage Rates (Vol.1) VA134 dated 1-02-15 has been deleted. Special Provision Tree Removal Time of Year Restriction dated 9-21-15 has been deleted. Special Provision SFV02AF – Predetermined Minimum Wage Rates (Vol.1) VA134 dated 1-8-16 has been added. Special Provision Hydraulic Cement Concrete Operations for Massive Construction dated 3-3-10 has been added. Substitute pages 8 through 13 as Special Provision SFV02AF – Predetermined Minimum Wage Rates (Vol.1) VA134 dated 1-02-15 has been deleted. Substitute page 293 as Special Provision Tree Removal Time of Year Restriction dated 9-21-15 has been deleted.
www.VirginiaDOT.org WE KEEP VIRGINIA MOVING
Add pages 341 through 346 as Special Provision SFV02AF – Predetermined Minimum Wage Rates (Vol.1) VA134 dated 1-8-16 has been added . Add pages 347 through 350 as Special Provision Hydraulic Cement Concrete Operations for Massive Construction dated 3-3-10 has been added. PLANS Revised Sheets 2E(1), 2E(2), 2E(3). Revised Bridge Sheets 2, 17, 18, 19, & 21. These plans can be viewed and downloaded from the Falcon Website.
Don Silies Director of Contracts Construction Division MAD Enclosures
Virginia Department of Transportation 12/04/2015Date Printed:
Page
Bid Items Eligible For Steel Price Adjustment1
C00100993B50I41
Contract ID:Order No.:
Instructions: This form shall be completed in accordance with the Special Provision. If youchoose to have Steel Price Adjustment applied to any of the items listed below, write the word"Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submittedto the Contract Engineer within the timeframe required in the Special Provision.
Rev 12-21-08FORM C-21C
0100 REGULAR BID ITEMSSECTION:
ltem Description OptionItem
Number
_______GUARDRAIL TERMINAL GR-1113315_______GUARDRAIL GR-213320_______RAD. GUARDRAIL GR-213331_______ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9)13345_______TRAFFIC SIGN RELOCATE EXISTING GROUND MOUNTED SIGN
PANEL50902
_______TRAFFIC SIGN CONTROL SYSTEM-OPERATING VEHICLEACTIVATED FLASHING BEACON
50902
_______TRAFFIC SIGN RELOCATE EXISTING GROUND MOUNTED SIGNSTRUCTURE AND SIGN PANEL
50902
_______TRAFFIC SIGN REMOVE AND DISPOSE GROUND MOUNTED SIGNSTRUCTURE AND SIGN PANEL
50902
_______CORROSION RESISTANT REINF. STEEL CL. II61712_______STEEL PILES 12"64112_______DRIVING TEST FOR 12" STEEL PILE64768_______REINF. STEEL65200_______CORROSION RESISTANT REINF. STEEL CL. I65211
Date:
Signature:
(Firm or Corporation)
(Vendor No.)
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 2
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0010 00100MOBILIZATION LUMP SUM _________._____LUMP SUM
513
0020 00110CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM
301
0030 00120REGULAR EXCAVATION CY
11,908.000_________._____ _________._____
303
0040 00140BORROW EXCAVATION CY
1,080.000_________._____ _________._____
303 305
0050 00211MINOR STRUCTURE EXCAV.PIPE CULVERT
CY1,159.000
_________._____ _________._____303
0060 00505BEDDING MATL. AGGR. NO.25 OR 26
TON92.000
_________._____ _________._____302
0070 00525CONCRETE CLASS A3 MISC. CY
12.500_________._____ _________._____
302 504
0080 00591COMB. UNDERDRAIN CD-2 LF
80.000_________._____ _________._____
501
0090 00595OUTLET PIPE LF
82.000_________._____ _________._____
501
0100 00596ENDWALL EW-12 EA
4.000_________._____ _________._____
302
0110 00700POST INSTALLATIONINSPECTION
LF444.000
_________._____ _________._____302
0120 01186STORM SEWER PIPE 18" LF
184.000_________._____ _________._____
302
0130 01246STORM SEWER PIPE 24" LF
65.000_________._____ _________._____
302
0140 0148048" PIPE LF
195.000_________._____ _________._____
302
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 3
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0150 07506DROP INLET DI-5 EA
3.000_________._____ _________._____
302
0160 09148EROSION CONTROL STONECLASS A1 EC-1
TON4.500
_________._____ _________._____414
0170 09150EROSION CONTROL STONECLASS I, EC-1
TON10.000
_________._____ _________._____414
0180 09152EROSION CONTROL STONECLASS II, EC-1
TON60.000
_________._____ _________._____414
0190 09250SLOPE DRAIN EA
4.000_________._____ _________._____
303
0200 10041COVER MATL. FINE AGGR.OR AGGR. NO. 10
TON10.000
_________._____ _________._____312
0210 10128AGGR. BASE MATL. TY. I NO.21B
TON2,863.000
_________._____ _________._____308 309
0220 10416LIQUID ASPHALT GAL
533.000_________._____ _________._____
311 312
0230 10611ASPHALT CONCRETE TY.IM-19.0D
TON1,004.000
_________._____ _________._____315
0240 10625FLEXIBLE PAVE. TIE-INPLANING 0" - 2"
SY676.000
_________._____ _________._____515
0250 10636ASPHALT CONCRETE TY.SM-9.5D
TON249.000
_________._____ _________._____315
0260 10642ASPHALT CONCRETE TY.BM-25.0A
TON2,141.000
_________._____ _________._____315
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 4
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0270 13232GEOTEXTILE DRAINAGEFABRIC
SY10.000
_________._____ _________._____504
0280 13315GUARDRAIL TERMINAL GR-11 EA
1.000_________._____ _________._____
505
0290 13320GUARDRAIL GR-2 LF
1,908.000_________._____ _________._____
505
0300 13331RAD. GUARDRAIL GR-2 LF
338.300_________._____ _________._____
505
0310 13345ALTERNATE BREAKAWAYCABLE TERMINAL (GR-9)
EA5.000
_________._____ _________._____505
0320 13372SP.DES. GR. BR. ATTACH.BR_GR_1
LUMP SUM _________._____LUMP SUMPLAN
0330 13383FIXED OBJECT ATTACH.GR-FOA-1 TY. I
EA4.000
_________._____ _________._____505
0340 13496TRAF. BARR. SER. CONC.DOUBLE FACE PAR.MB-11A
LF40.000
_________._____ _________._____512
0350 24100ALLAYING DUST HR
100.000_________._____ _________._____
511
0360 24152TYPE III BARRICADE 8' EA
14.000_________._____ _________._____
512
0370 24160CONSTRUCTION SIGNS SF
972.000_________._____ _________._____
512
0380 24260CR. RUN AGGR. NO. 25 OR 26 TON
320.000_________._____ _________._____
512
0390 24278GROUP 2 CHANNELIZINGDEVICES
DAY23,853.000
_________._____ _________._____512
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 5
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0400 24279PORTABLE CHANGEABLEMESSAGE SIGN
HR1,008.000
_________._____ _________._____512
0410 24282FLAGGER SERVICE HR
720.000_________._____ _________._____
512
0420 24287WARNING LIGHT TY. A DAY
1,488.000_________._____ _________._____
512
0430 24400OBSCURING ROADWAY UNIT
7.000_________._____ _________._____
508
0440 24410DEMOLITION OF PAVEMENT SY
6,357.000_________._____ _________._____
508
0450 24600REMOVE EXISTINGGUARDRAIL
LF1,972.000
_________._____ _________._____510
0460 25506FIELD OFFICE TY.II MO
20.000_________._____ _________._____
514
0470 25565PROGRESS SCHEDULEBASELINE
LUMP SUM _________._____LUMP SUMATTD
0480 25567PROGRESS SCHEDULEUPDATES
EA20.000
_________._____ _________._____ATTD
0490 26119DRY RIPRAP CL.I 18" TON
160.000_________._____ _________._____
414
0500 27102REGULAR SEED LB
1,280.000_________._____ _________._____
603
0510 27103OVERSEEDING LB
800.000_________._____ _________._____
603
0520 27104LEGUME SEED LB
144.000_________._____ _________._____
603
0530 27105LEGUME OVERSEEDING LB
90.000_________._____ _________._____
603
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 6
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0540 27215FERTILIZER(15-30-15) TON
1.400_________._____ _________._____
603
0550 27250LIME TON
19.000_________._____ _________._____
603
0560 27321PROTECTIVE COVERINGEC-2
SY1,070.000
_________._____ _________._____606
0570 27326SOIL STABILIZATION MATEC-3 TYPE B
SY255.000
_________._____ _________._____606
0580 27337TEMP. DIVERSION CHANNELLINING CL. B
SY975.000
_________._____ _________._____302
0590 27340TEMP. DIVERSION CHANNELEXCAVATION
CY569.000
_________._____ _________._____302
0600 27415CHECK DAM(ROCK) TY. II EA
21.000_________._____ _________._____
303
0610 27422DEWATERING BASIN EA
3.000_________._____ _________._____
303
0620 27430SILTATION CONTROLEXCAVATION
CY1,257.000
_________._____ _________._____303
0630 27451INLET PROTECTION TYPE A EA
3.000_________._____ _________._____
303
0640 27505TEMP. SILT FENCE LF
7,016.000_________._____ _________._____
303
0650 27552NO. 57 STONE 57 STONE TON
134.000_________._____ _________._____
303
0660 39011HYDRO. CONTROL FEATURELEVEL SPREADER
EA1.000
_________._____ _________._____PLAN
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 7
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0670 50108SIGN PANEL SF
118.000_________._____ _________._____
701
0680 50900TRAFFIC SIGN SIGN POSTSTP-1, 2 1/2" 10 ga.
LF58.000
_________._____ _________._____700
0690 50900TRAFFIC SIGN SIGN POSTSTP-1, 2" 14 ga.
LF88.000
_________._____ _________._____700
0700 50902TRAFFIC SIGN CONTROLSYSTEM-OPERATINGVEHICLE ACTIVATEDFLASHING BEACON
EA1.000
_________._____ _________._____700
0710 50902TRAFFIC SIGN RELOCATEEXISTING GROUNDMOUNTED SIGN PANEL
EA1.000
_________._____ _________._____700
0720 50902TRAFFIC SIGN RELOCATEEXISTING GROUNDMOUNTED SIGN STRUCTUREAND SIGN PANEL
EA11.000
_________._____ _________._____700
0730 50902TRAFFIC SIGN REMOVE ANDDISPOSE GROUNDMOUNTED SIGN STRUCTUREAND SIGN PANEL
EA10.000
_________._____ _________._____700
0740 51160ELEC.SERV.GROUNDINGELECTRODE (10')
EA5.000
_________._____ _________._____700
0750 51162FLASHING BEACON FB-2 EA
1.000_________._____ _________._____
703
0760 51248CONC. FOUNDATION STP-1TYPE A
EA14.000
_________._____ _________._____700
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 8
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0770 51248CONC. FOUNDATION STP-1TYPE B
EA10.000
_________._____ _________._____700
0780 5160214/4 CONDUCTOR CABLE LF
21.000_________._____ _________._____
700
0790 5161514/1 ENCLOSED COND.CABLE
LF1,892.000
_________._____ _________._____700
0800 5170014/2 CONDUCTOR CABLESHIELDED
LF1,092.000
_________._____ _________._____700
0810 51913SAWCUT 5/8" LF
684.000_________._____ _________._____
703
0820 54020TYPE A PAVEMENT LINEMARKING 4"
LF9,465.000
_________._____ _________._____704
0830 54060TYPE B CLASS IV PAVE. LINEMARKING 24"
LF20.000
_________._____ _________._____704
0840 54105ERADICATION OF EXIST.PAVEMENT MARKING
LF1,750.000
_________._____ _________._____512
0850 54217SNOW PLOW. RAISED PAVE.MARKER ASPH.CONC
EA60.000
_________._____ _________._____704
0860 54242TEMP. PAVE. MARKER 2 WAY EA
62.000_________._____ _________._____
512
0870 54510CONSTR.PAVE.MARK.(TY.D,CL.I)4"
LF17,204.000
_________._____ _________._____512
0880 54514CONSTR.PAVE.MARK.(TY.D,CL.I)8"
LF1,100.000
_________._____ _________._____512
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 9
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
0890 54522CONSTR.PAVE.MARK.(TY.D,CL.I)24"
LF24.000
_________._____ _________._____512
0900 550606 CONDUCTOR CABLE LF
1,809.000_________._____ _________._____
700
0910 55344ELECT. SERVICE SE-7 TYPEA
EA1.000
_________._____ _________._____700
0920 55587JUNCTION BOX JB-S2 EA
4.000_________._____ _________._____
700
0930 560221" METAL CONDUIT LF
58.000_________._____ _________._____
700
0940 560302" CONDUIT LF
1,205.000_________._____ _________._____
700
0950 56200TRENCH EXCAVATION ECI-1 LF
614.000_________._____ _________._____
700
0960 60420CONCRETE LOW CRACKINGBRIDGE
CY446.500
_________._____ _________._____ATTD
0970 60490BRIDGE DECK GROOVING SY
1,345.000_________._____ _________._____
404
0980 61242PREST.CONC.BEAM,BULB-T61" DEPTH +60'-70'
EA5.000
_________._____ _________._____405
0990 61246PREST.CONC.BEAM,BULB-T61" DEPTH +100'-110'
EA10.000
_________._____ _________._____405
1000 61712CORROSION RESISTANTREINF. STEEL CL. II
LB90,170.000
_________._____ _________._____406
1010 62033RAILING.KANSAS CORRAL32" W/OUT CURB
LF558.000
_________._____ _________._____410
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 10
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
1020 62534BRIDGE SUPERSTRUCTUREELASTIC INCLUSION 10"
SY36.000
_________._____ _________._____ATTD
1030 62534BRIDGE SUPERSTRUCTUREELASTIC INCLUSION 15"
SY29.000
_________._____ _________._____ATTD
1040 64005SELECT MATL. TY. I MIN.CBR-30
TON1,710.000
_________._____ _________._____305
1050 64011STRUCTURE EXCAVATION CY
1,812.000_________._____ _________._____
401
1060 64032GEOCOMPOSITE WALLDRAIN
SY88.000
_________._____ _________._____401
1070 64036PIPE UNDERDRAIN 6" LF
73.000_________._____ _________._____
401
1080 64102DYNAMIC PILE TEST (ENDBEARING PILES)
EA2.000
_________._____ _________._____ATTD
1090 64112STEEL PILES 12" LF
744.000_________._____ _________._____
403
1100 64765PILE POINT FOR 12" STEELPILE
EA24.000
_________._____ _________._____403
1110 64768DRIVING TEST FOR 12"STEEL PILE
LF83.000
_________._____ _________._____403
1120 65013CONCRETE CLASS A3 CY
757.800_________._____ _________._____
404
1130 65200REINF. STEEL LB
104,110.000_________._____ _________._____
406
1140 65211CORROSION RESISTANTREINF. STEEL CL. I
LB10,410.000
_________._____ _________._____406
Revised: January 19, 2016
Virginia Department of Transportation 12/04/2015Date Printed:
Schedule of Items Page: 11
Proposal ID: C00100993B50 (NFO)0130-005-643,C501,B650Order No.: I41
Oversight/State Project No.:Federal Project No.: BR-005-3(123)
Contractor:
0100 REGULAR BID ITEMSSECTION:Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number Dollars Cents Dollars CentsSpecNo.
1150 66121COFFERDAM COFFERDAMPIER 1
EA1.000
_________._____ _________._____401
1160 66121COFFERDAM COFFERDAMPIER 2
EA1.000
_________._____ _________._____401
1170 66239DRY RIPRAP CL.II 38" TON
1,729.000_________._____ _________._____
414
1180 67900DISM.& REM. EX. STR. NO.1029
LUMP SUM _________._____LUMP SUM413
1190 67900DISM.& REM. EX. STR. NO.6079
LUMP SUM _________._____LUMP SUM413
Section: 0100 _________._____Total:
Total Bid: _________._____
Revised: January 19, 2016
ORDER NO.: I41 CONTRACT ID. NO.: C00100993B50
FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS. (C100AI05) GENERAL PROJECT REQUIREMENTS, SSS, SPS, & SPCNS 6-10-15 (SPCN) ............ 1 (C100C00) OPERATIONS BY STATE FORCES RE. 7-08 (SPCN) ........................................................ 2 (C103H00) SECTION 103.01—CONSIDERATION OF BIDS 10-8-13 (SPCN) .................................... 2 (C103I01) SEC. 103—AWARD & EXECUTION OF CONTRACTS (E-VERIFY) 8-8-14 (SPCN) ............ 3 (C105HF1) SECTION 105.06 SUBCONTRACTING 12-19-08 (SPCN) .................................................. 3 (C107J11) VPDES CONSTRUCTION PERMITS 6-10-15 (SPCN) ........................................................ 4 (C108EG0) SEC. 108.06(B) LIQUIDATED DAMAGES (ALSO INCENTIVE) 1-14-08 (SPCN) ................. 4 (C108LG0) SEC. 108.06(B) LIQUIDATED DAMAGES 1-14-08 (SPCN) ............................................... 4 (C302H00) SECTION 302.03(B) PRECAST DRAINAGE STRUCTURES 1-14-08 (SPCN) ................... 4 (C303KG0) AGGREGATE MATERIAL RE. 7-08C (SPCN) ................................................................... 5 (C413D00) SEC. 413.02—PROCEDURES (BRIDGE DEMO NOTICE TO USEPA) 1-7-14 (SPCN) ... 5 (C512L00) TYPE III BARRICADE 10-3-12 (SPCN) ............................................................................... 6 (C518B00) SECTION 518.02(A) NUMBER OF TRAINEES RE. 7-08 (SPCN) ...................................... 6 CU703000A SAW CUT 10-2-08A (SPCN) ................................................................................................. 6 EARLY COMPLETION INCENTIVE/DISINCENTIVE 9-14-15 ................................................................. 6 SF001AF - PREDETERMINED MINIMUM WAGE RATES VA134 1-2-15 ............................................. 8 SF010DF - FHWA 1273—REQ. CONTRACT PROVISIONS, FED-AID CONST. 5-1-12 .................... 14 SF030AF - NOTICE OF REQUIRE. FOR AFFIRM. ACT. TO ENSURE EEO RE. 7-08 ......................... 36 S100B00 - PROJECT COMMUNICATION AND DECISION MAKING RE. 7-08 ................................ 42 S102CF2 - USE OF DOMESTIC MATERIAL 7-26-13 ......................................................................... 46 S107G01 - C-45–SWPPP GEN. PERMIT–CONTRACTOR & SUB. CERTIF. 10-9-14 .......................... 49 S107HF1 - SECTION 107.15 12-10-10 ................................................................................................ 50 S107J30 - VPDES CONSTRUCTION ACTIVITIES 9-3-14 ................................................................... 70 S108C00 - CPM PROGRESS FOR SCHEDULE CATEGORY III PROJECTS 3-1-11 ....................... 83 S109D02 - PRICE ADJUSTMENT FOR STEEL 6-15-15 .................................................................. 100 S109F01 - OPTIONAL ADJUSTMENT FOR FUEL 7-1-15 ................................................................ 109 S109G07 - ASPHALT MATERIAL PRICE ADJUSTMENT 6-15-15 .................................................. 111 S223AG2 - CORROSION RESISTANT REINFORCING STEEL 1-24-12 ........................................... 114 S310AM3 - NONTRACKING TACK COAT 10-5-10C ....................................................................... 115 S403C01 - DYNAMIC PILE TESTING FOR END BEARING PILES (LRFD) 2-7-14 ........................ 117 S403D01 - WAVE EQUATION ANALYSIS (LRFD) 2-7-14 ............................................................... 120 S515B02 - COLD PLANING (MILLING) ASPHALT CONCRETE OPERATIONS 10-1-12C .............. 123 S522B00 - INFORMAL PARTNERING 1-14-08 ................................................................................ 126 SS1D017 - SUPP. DIVISION I—GENERAL PROVISIONS 9-18-14 ................................................. 128 SS20001 - SUPP. SEC. 200—GENERAL 9-28-12 ............................................................................ 146 SS20702 - SUPP. SECTION 207—SELECT MATERIAL 2-19-14 .................................................... 147 SS20802 - SUPP. SEC. 208—SUBBASE & AGGREGATE BASE MATERIAL 2-19-14 .................... 148 SS21001 - SUPP. SEC. 210—ASPHALT MATERIALS 9-3-14 ......................................................... 149 SS21112 - SUPP. SEC. 211—ASPHALT CONCRETE 12-2-14 .......................................................... 156 SS21202 - SUPP. SECTION 212—JOINT MATERIALS 6-28-11 ..................................................... 179 SS21402 - SUPP. SEC. 214—HYDRAULIC CEMENT 1-28-08 .......................................................... 180 SS21501 - SUPP. SEC. 215—HYDRAULIC CEMENT CONCRETE ADMIXTURES 1-28-08 ............ 181 SS21706 - SUPP. SEC. 217—HYDRAULIC CEMENT CONCRETE 7-29-13 .................................... 182 SS22101 - SUPP. SEC. 221—GUARDRAIL 1-6-12 .......................................................................... 194 SS22301 - SUPP. SEC. 223—STEEL REINFORCEMENT 11-4-14 ................................................... 195 SS22601 - SUPP. SECTION 226—STRUCTURAL STEEL 12-16-08 ................................................. 197 SS23203 - SUPP. SEC. 232—PIPE AND PIPE ARCHES 5-17-12 ..................................................... 198 SS23401 - SUPP. SEC. 234—GLASS BEADS FOR REFLECT. TRAFF. MARKINGS 10-16-14 ........ 199
TABLE OF CONTENTS FOR PROVISIONS
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SS23802 - SUPP. SEC. SECTION 238—ELECTRICAL & SIGNAL COMPONENTS 3-4-08 ............ 200 SS24503 - SUPP. SEC. 245—GEOSYNTHETICS 4-30-13 ............................................................... 202 SS24701 - SUPP. SEC. 247— REFLECTIVE SHEETING 2-10-11 ................................................... 204 SS30101 - SUPP. SEC. 301—CLEARING AND GRUBBING 9-3-14 .................................................. 210 SS30204 - SUPP. SEC. 302—DRAINAGE STRUCTURES 3-14-13 ................................................... 211 SS30306 - SUPP. SEC. 303—EARTHWORK 9-3-14 ......................................................................... 221 SS30401 - SUPP. SEC. 304—CONSTRUCTING DENSITY CONTROL STRIPS 4-27-11 ................. 225 SS31510 - SUPP. SEC. 315—ASPHALT CONCRETE PLACEMENT 12-2-14 ................................... 226 SS40102 - SUPP. SEC. 401—STRUCTURE EXCAVATION 4-17-12C ............................................ 244 SS40404 - SUPP. SEC. 404—HYDRAULIC CEMENT CONC. OPERATIONS 2-19-14 ...................... 246 SS40502 - SUPP. SECTION 405—PRESTRESSED CONCRETE 12-20-10CC ................................ 248 SS40604 - SUPP. SEC. 406—REINFORCING STEEL 2-19-14 ......................................................... 249 SS40703 - SUPP. SEC. 407—STEEL STRUCTURES 1-2-12 ............................................................ 253 SS40801 - SUPP. SEC. 408—BEARING DEVICES AND ANCHORS 12-20-10C ................................ 254 SS41301 - SUPP. SEC. 413—DISMANTLE/REMOVE ALL/PART OF EXIST. STRUCT. 8-5-08 ....... 255 SS41401 - SUPP. SEC. 414—RIPRAP 1-25-10 ................................................................................. 256 SS50101 - SUPP. SEC. 501—UNDERDRAINS 1-25-10 ..................................................................... 257 SS51202 - SUPP. SEC. 512—MAINTAINING TRAFFIC 6-11-09 ..................................................... 258 SS51401 - SUPP. SEC. 514—FIELD OFFICE 3-6-09 ....................................................................... 260 SS51505 - SUPP. SEC. 515—PLANING OR MILLING PAVEMENT 9-27-11 .................................... 261 SS60301 - SUPP. SEC. 603—SEEDING 9-3-14 ................................................................................. 265 SS70005 - SUPP. SEC. 700—GENERAL 4-15-15 ............................................................................... 266 SS70103 - SUPP. SECTION 701—TRAFFIC SIGNS 4-15-15 .......................................................... 275 SS70301 - SUPP. SECTION 703—TRAFFIC SIGNALS 1-6-09 ........................................................ 276 SS70402 - SUPP. SEC. 704—PAVEMENT MARKINGS & MARKERS 4-15-15 .............................. 277 SU421000A ELASTIC INCLUSION 6-24-03A ..................................................................................... 281 SECTION 105.06 SUBCONTRACTING 8-19-15 ................................................................................. 284 SECTION 108.02 LIMITATION OF OPERATIONS PROTECTION OF BATS 11-03-15 ..................... 285 CONTROL SYSTEM FOR OPERATING VEHICLE ACTIVATED FLASHING BEACON 8-20-14 ..... 286 LOW CRACKING BRIDGE CONCRETE 8-4-15 .................................................................................. 289 REMOVE, RELOCATE, MODIFY AND INSTALL EXISTING SIGN STRUCTURES AND SIGN PANELS .................................................................................................................................................... 290 PROTECTION OF NESTING MIGRATORY BIRDS 8-28-12 ................................................................ 292 TREE REMOVAL TIME OF YEAR RESTRICTION 9-21-15 .................................................................. 293 NOTICE OF AUTHORIZATION (47 PAGES) ........................................................................................... 294 SF001AF - PREDETERMINED MINIMUM WAGE RATES VA134 1-8-16 ......................................... 341 HYDRAULIC CEMENT CONCRETE OPERATIONS FOR MASSIVE CONSTRUCTION 3-3-10 ........ 347
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SF001AF-0708 Reissued July 2008 PREDETERMINED MINIMUM WAGE RATES
General Decision Number: VA150134 01/02/2015 VA134 Superseded General Decision Number: VA20140134 State: Virginia Construction Type: Highway Counties: Amherst, Bedford, Bedford*, Campbell and Lynchburg* Counties in Virginia. *INDEPENDENT CITIES HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/02/2015 SUVA2013-009 09/20/2013 Rates Fringes ASBESTOS WORKER..................$ 13.29 CARPENTER (STRUCTURE)............$ 14.19 CEMENT MASON/CONCRETE FINISHER...$ 18.31 FORM SETTER......................$ 10.59 IRONWORKER, REINFORCING..........$ 13.11 IRONWORKER, STRUCTURAL...........$ 12.46
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LABORER Asphalt Raker...............$ 13.07 Blaster.....................$ 31.25 Construction Worker I (Skilled Laborer)...........$ 14.83 Construction Worker II (Laborer)...................$ 12.82 Deckhand....................$ 9.50 Fence Erector...............$ 9.50 Flagger.....................$ 9.90 Grade Checker...............$ 14.00 Guardrail Erector...........$ 14.84 Landscape Worker............$ 12.00 Pipe Layer..................$ 11.78 Power Tool Operator.........$ 15.25 Sign Erector................$ 11.75 MASON (STRUCTURE)................$ 19.00 PAINTER..........................$ 18.33 POWER EQUIPMENT OPERATOR: Air Compressor Operator.....$ 10.88 Asphalt Distributor.........$ 15.15 Asphalt Paver...............$ 14.39 Backhoe.....................$ 19.50 Bulldozer (Utility).........$ 12.50 Bulldozer...................$ 17.29 Concrete Finish Machine Operator....................$ 12.79 Concrete Finish Machine Screed Operator (Bridge)....$ 12.00 Concrete Saw Operator.......$ 19.00 Crane, Derrick, Dragline Operator (1 cm & under).....$ 14.50 Crane, Derrick, Dragline Operator (over 1 cm)........$ 16.50 Crusher Tender..............$ 11.00 Drill Operator..............$ 14.50 Excavator, Gradall..........$ 18.83 Front End Loader (2 cm & under)......................$ 12.25 Front End Loader (over 2 cm).........................$ 15.87 Hydro Seeder................$ 15.00 Mechanic....................$ 18.00 Motor Grader Operator, Rough Grade.................$ 16.37 Motor Grader, Fine Grade....$ 31.08 Oiler, Greaser..............$ 13.83 Pavement Marking Operator...$ 15.13 Pavement Marking Truck Operator....................$ 16.68 Pavement Planing Groundman..$ 13.00 Pavement Planing Operator...$ 17.00 Pile Driver Operator........$ 14.00
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Pile Driver, Leadsman.......$ 19.13 Pipe Boring/Jacking Machine Operator............$ 18.92 Roller (Finish).............$ 12.42 Roller (Rough)..............$ 12.78 Scraper Pan.................$ 12.75 Slip Form Paver Operator....$ 12.85 Slurry Seal Paver Machine Operator....................$ 13.50 Slurry Seal Paver Truck Operator....................$ 10.50 Stone-Spreader..............$ 13.35 Subgrade Machine Operator...$ 10.80 Tractor Operator (Crawlers).$ 11.50 Tractor Operator (Utility)..$ 12.00 Trenching Machine Operator..$ 10.00 Vacuum Machine Operator.....$ 10.15 TRAFFIC SIGNALIZATION: Traffic Signal Installation......$ 24.50 TRUCK DRIVER Fuel & Lubricant Service Truck Driver................$ 11.60 Transit Mix Truck Driver....$ 11.80 Truck Driver (Single Rear Axle).......................$ 13.46 Truck Driver (Multi-Rear Axle).......................$ 16.19 Truck Driver (Tandem Rear Axle).......................$ 11.01 Truck Driver, Heavy Duty....$ 13.34 WELDER...........................$ 12.27 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ----------------------------------------------------------------
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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted.
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Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- END OF GENERAL DECISION.
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U.S. DEPARTMENT OF LABOR OFFICE OF THE SECRETARY
WASHINGTON DECISION OF THE SECRETARY
This case is before the Department of Labor pursuant to a request for a wage predetermination as required by law applicable to the work described. A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hereby determined by the Secretary of Labor as prevailing for the described classes for labor in accordance with applicable law. This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor, and the wage rates and fringe payments contained in this decision, including modifications, shall be the minimums to be paid under any such contract and subcontractors on the work. The contracting officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the contracting officer shall be referred to the Secretary for determination. Before using apprentices on the job the contractor shall present to the contracting officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U.S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U.S. Bureau of Apprenticeship and Training. The contractor shall submit to the contracting officer written evidence of the established apprentice-journeyman ratios and wage in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions. Fringe payments include medical and hospital care, compensation for injuries or illness resulting from occupational activity, unemployment benefits, life insurance, disability and sickness insurance, accident insurance (all designated as health and welfare), pensions, vacation and holiday pay, apprenticeship or other similar programs and other bona fide fringe benefits.
By direction of the Secretary of Labor
E. Irving Manger, Associate Administrator Division of Wage Determinations Wage and Labor Standards Administration
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VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR
TREE REMOVAL TIME OF YEAR RESTRICTION (Protection of Bats)
September 21, 2015 Project 0130-005-643, C501, B650/UPC 100993
A. Background
This project is in an environmentally sensitive area for bat species protected under the Endangered Species Act (16 USC 1531 et seq., hereinafter “the Act”) and the Virginia Endangered Species Act (29.1-563 et seq.). Removal of trees greater than or equal to 3 inches diameter at breast height (dbh) may result in adverse impacts to bat species by removing roosting habitat during summer months and is prohibited during the Time of Year Restriction period. Tree removal activities associated with this project shall conform to Section 107.01 – Laws to be Observed of the Specifications, the Act, and these specifications.
B. Requirements
4. This Special Provision applies throughout the Commonwealth of Virginia.
5. Time of Year Restriction
No removal of trees greater than or equal to 3 inches (dbh) shall be conducted from April 15 through September 15.
6. If tree removal is necessary outside the Time of Year Restriction the District Environmental Manager shall be notified immediately to determine if additional coordination is required prior to tree removal.
7. Notification and Cessation of Work
If the Contractor fails to comply with this requirement, the work may be suspended and administered in accordance with Section 108 of the Specifications.
D. Measurement and Payment
The cost of complying with this specification shall be included in the contract unit price of other items.
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SF001AF-0708 Reissued July 2008 PREDETERMINED MINIMUM WAGE RATES
General Decision Number: VA160134 01/08/2016 VA134 Superseded General Decision Number: VA20150134 State: Virginia Construction Type: Highway Counties: Amherst, Bedford, Bedford*, Campbell and Lynchburg* Counties in Virginia. *INDEPENDENT CITIES HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 SUVA2013-009 09/20/2013 Rates Fringes ASBESTOS WORKER..................$ 13.29 CARPENTER (STRUCTURE)............$ 14.19 CEMENT MASON/CONCRETE FINISHER...$ 18.31 FORM SETTER......................$ 10.59 IRONWORKER, REINFORCING..........$ 13.11 IRONWORKER, STRUCTURAL...........$ 12.46
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LABORER Asphalt Raker...............$ 13.07 Blaster.....................$ 31.25 Construction Worker I (Skilled Laborer)...........$ 14.83 Construction Worker II (Laborer)...................$ 12.82 Deckhand....................$ 9.50 Fence Erector...............$ 9.50 Flagger.....................$ 9.90 Grade Checker...............$ 14.00 Guardrail Erector...........$ 14.84 Landscape Worker............$ 12.00 Pipe Layer..................$ 11.78 Power Tool Operator.........$ 15.25 Sign Erector................$ 11.75 MASON (STRUCTURE)................$ 19.00 PAINTER..........................$ 18.33 POWER EQUIPMENT OPERATOR: Air Compressor Operator.....$ 10.88 Asphalt Distributor.........$ 15.15 Asphalt Paver...............$ 14.39 Backhoe.....................$ 19.50 Bulldozer (Utility).........$ 12.50 Bulldozer...................$ 17.29 Concrete Finish Machine Operator....................$ 12.79 Concrete Finish Machine Screed Operator (Bridge)....$ 12.00 Concrete Saw Operator.......$ 19.00 Crane, Derrick, Dragline Operator (1 cm & under).....$ 14.50 Crane, Derrick, Dragline Operator (over 1 cm)........$ 16.50 Crusher Tender..............$ 11.00 Drill Operator..............$ 14.50 Excavator, Gradall..........$ 18.83 Front End Loader (2 cm & under)......................$ 12.25 Front End Loader (over 2 cm).........................$ 15.87 Hydro Seeder................$ 15.00 Mechanic....................$ 18.00 Motor Grader Operator, Rough Grade.................$ 16.37 Motor Grader, Fine Grade....$ 31.08 Oiler, Greaser..............$ 13.83 Pavement Marking Operator...$ 15.13 Pavement Marking Truck Operator....................$ 16.68 Pavement Planing Groundman..$ 13.00 Pavement Planing Operator...$ 17.00
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Pile Driver Operator........$ 14.00 Pile Driver, Leadsman.......$ 19.13 Pipe Boring/Jacking Machine Operator............$ 18.92 Roller (Finish).............$ 12.42 Roller (Rough)..............$ 12.78 Scraper Pan.................$ 12.75 Slip Form Paver Operator....$ 12.85 Slurry Seal Paver Machine Operator....................$ 13.50 Slurry Seal Paver Truck Operator....................$ 10.50 Stone-Spreader..............$ 13.35 Subgrade Machine Operator...$ 10.80 Tractor Operator (Crawlers).$ 11.50 Tractor Operator (Utility)..$ 12.00 Trenching Machine Operator..$ 10.00 Vacuum Machine Operator.....$ 10.15 TRAFFIC SIGNALIZATION: Traffic Signal Installation......$ 24.50 TRUCK DRIVER Fuel & Lubricant Service Truck Driver................$ 11.60 Transit Mix Truck Driver....$ 11.80 Truck Driver (Single Rear Axle).......................$ 13.46 Truck Driver (Multi-Rear Axle).......................$ 16.19 Truck Driver (Tandem Rear Axle).......................$ 11.01 Truck Driver, Heavy Duty....$ 13.34 WELDER...........................$ 12.27 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ----------------------------------------------------------------
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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted.
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Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- END OF GENERAL DECISION.
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U.S. DEPARTMENT OF LABOR OFFICE OF THE SECRETARY
WASHINGTON DECISION OF THE SECRETARY
This case is before the Department of Labor pursuant to a request for a wage predetermination as required by law applicable to the work described. A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hereby determined by the Secretary of Labor as prevailing for the described classes for labor in accordance with applicable law. This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor, and the wage rates and fringe payments contained in this decision, including modifications, shall be the minimums to be paid under any such contract and subcontractors on the work. The contracting officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the contracting officer shall be referred to the Secretary for determination. Before using apprentices on the job the contractor shall present to the contracting officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U.S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the contractor shall submit evidence of approval and registration by the U.S. Bureau of Apprenticeship and Training. The contractor shall submit to the contracting officer written evidence of the established apprentice-journeyman ratios and wage in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions. Fringe payments include medical and hospital care, compensation for injuries or illness resulting from occupational activity, unemployment benefits, life insurance, disability and sickness insurance, accident insurance (all designated as health and welfare), pensions, vacation and holiday pay, apprenticeship or other similar programs and other bona fide fringe benefits.
By direction of the Secretary of Labor
E. Irving Manger, Associate Administrator Division of Wage Determinations Wage and Labor Standards Administration
Revised: January 19, 2016
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VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR
HYDRAULIC CEMENT CONCRETE OPERATIONS FOR MASSIVE CONSTRUCTION
January 13, 2016 Project: 0130-005-643, C501, B663
I. DESCRIPTION This work shall consist of furnishing and placing hydraulic cement concrete for the massive cast-in-situ concrete bridge components, which shall be any concrete element whose minimum dimension exceeds 5 feet. This shall include footings, drilled shaft caps, piers, and abutments that meet this criterion. Work shall be performed in accordance with this special provision and in conformity with the dimensions, lines, and grades shown on the Contract Drawings or as established by the Engineer. This Special Provision supplements and modifies Sections 217 and 404 of the Specifications. II. MATERIALS
A. Class F fly ash or granulated iron blast-furnace slag shall be used in all concrete designated mass concrete.
B. High-early-strength (Type III) cement, calcium chloride, and accelerating type admixtures shall
not be used. C. A retarding admixture, pretested with job materials under job conditions, shall be used, if
acceptable to the Engineer, whenever necessary to prevent cold joints due to the quantity of concrete placed, to permit revibration of the concrete, to offset the effects of high concrete temperature, or to reduce the maximum temperature and rate of temperature rise.
D. Fly ash, Class F, shall replace 25 to 40 percent by mass of the design cement content. E. Granulated iron blast-furnace slag shall replace from 50 to 75 percent by mass of the design
cement content. F. Concrete used in mass concrete pours shall not exceed Class A4. Cementitious material
content shall be the minimum required to meet the target strength. Water/Cementitious material ratio shall be limited to 0.4 maximum.
III. PROCEDURES
A. This Special Provision applies to all reinforced concrete elements (pier, abutment, footing, or drilled shaft cap) whose minimum dimension exceeds 5 feet. If any portion of a concrete element has a dimension that exceeds 5 feet, the entire element shall be treated as massive concrete and shall meet the requirements of this Special Provision.
B. This work shall be performed in accordance with the following American Concrete Institute’s
(ACI) publications, except as superseded by this Special Provision: 1. “Guide to Mass Concrete”, ACI 207.1R-05. 2. “Report on Thermal and Volume Change Effects on Cracking of Mass Concrete”, ACI
207.2R-07.
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3. “Control of Cracking in Concrete Structures”, ACI 224R-01. 4. “Specifications of Structural Concrete”, ACI 301-10, Section 8.
C. Submittals: The Contractor shall submit the following to the Engineer for review and approval: 1. Working Drawings: Describe the intended concrete placing sequence in the massive
concrete bridge components. Indicate proposed locations of all thermocouples. 2. Shop Drawings: Reinforcing steel to be placed in the elements if different size, spacing, or
depth of reinforcing bars to be used than those shown in the Plans. 3. Documentation: For each proposed concrete mix design, the following information shall be
submitted: a. Describe the methods to be used to construct the massive concrete bridge components
within the criteria set forth in this Special Provision. Illustrate dimensions of proposed mass concrete pours. Mass concrete pours shall be laid out to minimize surface area for a given volume. Pours that combine elements considered mass concrete and non-mass concrete shall not be permitted.
b. Design calculations prepared to document that the methods chosen to install the
massive concrete bridge components are in accordance with the referenced ACI publications as superseded by this Special Provision. Calculations shall include:
1. A table of calculated peak temperatures for the range of expected air and concrete
temperatures at time of placement. 2. A calculation of maximum temperature gradients within the element during the
curing period. 3. A calculation of time to peak temperature. 4. A calculated curve of maximum allowable temperature difference vs. concrete
strength for each element under consideration, for the allowable crack widths indicated on the plans, or in Table 4.1 of ACI 224R-01 where no allowable crack widths are shown on the plans.
5. Insulation requirements for the forms and exposed portions of the concrete to keep
the thermal gradients within allowable limits. 6. A calculation of the time to reach the peak temperature difference, as well as the
estimated time to cool to the allowable differential temperature specified in Section III.E.3 below.
c. Mix design showing proportions and sources for all components, and results of strength
tests of sample cylinders. Mix designs shall also include the heat of hydration of the cementitious materials in the mix, as well as the thermal expansion coefficient of the concrete per USACE CRD-C39-81 if the allowable temperature difference curve will be used.
d. Catalogue information on any admixtures proposed to be added to the concrete mix.
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e. Proposed methods to reduce concrete temperatures and temperature differentials, such as pre-cooling of concrete or insulation. Internal cooling pipes shall not be permitted.
4. All submittals must be signed and sealed by a Professional Engineer registered in the
Commonwealth of Virginia.
D. Placing: The maximum temperature of the concrete for massive components when deposited shall be 95oF, or lower if required by the ACI 207R-07 analysis to prevent exceeding the maximum allowable temperature.
E. Curing and Protection:
1. The minimum curing period shall be 1 week. Curing methods shall be in accordance with
Section 404 of the Specifications, and shall not result in excessive temperature differentials. With the Engineer’s approval, the forms may be stripped prior to the end of the curing period.
2. The maximum allowable temperature in any portion of the mass concrete shall be 170F for
slag and cement mixes and 160F for fly ash and cement mixes in the prescribed proportions. The Engineer may, at its sole discretion, direct that concrete that has exceeded these temperatures be removed, or otherwise mitigated, at no cost to the Department.
3. The maximum allowable thermal gradient between the core and skin temperatures of a
pour is limited to 35F, unless the analysis submitted under Section III.C.3.b.4 above demonstrates that the element is sufficiently reinforced to prevent crack widths in excess of those listed on the plans or in Table 4.1 of ACI 224R-01.
4. Thermocouples shall be placed in each pour of all mass concrete elements. One pair of
thermocouples shall be placed at the centroid of the pour, or wherever the point of expected maximum temperature is anticipated. If there it is any doubt as to the location of the predicted maximum temperature, then additional thermocouples shall be placed as required or as directed by the Engineer.
5. For elements such as footings, slabs, or pier caps cast on the ground or in a horizontal
position, in addition to the pair of thermocouples located at the point of maximum temperature, one pair each of thermocouples shall be cast at the elevation of the bottom mat and top mat of reinforcing steel vertically in line with the thermocouples cast in Section III.E.4 above. The thermocouples located at the elevation of the top and bottom mats shall have the same concrete cover as the reinforcing mats.
6. For elements such as columns and walls cast in a vertical position, in addition to the
thermocouples located at the point of maximum temperature, one pair each of thermocouples shall be cast on the north face and one on the south face in line with the thermocouples cast at the centroid. These thermocouples shall be located in the same vertical plane as the reinforcing steel mats and shall have the same concrete cover as the reinforcing mats.
7. The Engineer may direct that additional thermocouples be placed if the area of maximum
thermal gradient cannot be readily determined.
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8. Both thermocouples from each pair shall be connected to a data logger or other recording device. The data logger shall record the temperatures at each thermocouple at least once every hour from the time the thermocouple is covered with concrete until 3 days after the peak temperature is reached, or as directed by the Engineer. The data logger shall have a printed tape or electronic data storage capability. The Engineer may, at his sole discretion, discontinue monitoring of mass concrete elements deemed to be similar to previously monitored elements and placed under similar temperature conditions.
9. To determine concrete strength for stripping and allowable thermal gradients, the
Contractor may elect to use either match-cured cylinders or a maturity curve. A separate analysis shall be required for each approved mass concrete design mix.
10. Match-cured cylinders shall be cured in ovens, water baths, or under the form insulation
blankets to simulate the temperature of the coolest surface thermocouple in the pour. Sufficient number of cylinders shall be cast to allow an accurate plot of the strength development of the concrete. At a minimum, 18 pairs of cylinders shall be cast, with two cylinders each broken at the end of 1, 2, 3, 4, 5, 6, 7, 10, and 14 days. Additional cylinders may be required if it is anticipated that the concrete will not reach peak temperature until after 10 days from the pour.
11. Maturity curves shall be developed using the ASTM C1074 procedures for the “equivalent
age” method. 12. The forms may be stripped when the concrete strength is high enough (as determined by
the maturity curves or match-cast cylinders) to withstand the anticipated thermal gradient between the core temperature and the 48-hour average air temperature, or as directed by the Engineer. In no event will form stripping be allowed before the surface concrete reaches at least 80 percent of its design strength. After form striping, concrete shall be protected from freezing temperatures for 48 hours by the use of insulating blankets or other methods approved by the Engineer.
F. Remedial Measures:
If temperature differentials are exceeded and cracking occurs or if other damage is evident, the Contractor shall core or otherwise test the concrete elements as directed by the Engineer to determine the extent of damage. The Contractor shall submit a proposed remediation plan for the approval of the Engineer. The Engineer may, at its sole discretion, direct that all or a portion of the damaged or unacceptable concrete be removed and replaced without additional compensation. All cracks widths over 0.012 inch shall be epoxy injected. Epoxy bonding compounds shall be clear and the type shall be in accordance with Section 243 of the Specifications. All ports and mastic compound shall be removed from portions of the structure that will remain visible when construction is complete.
All remedial work, including coring and crack sealing required shall be incidental to the unit bid price for Concrete (Class).
IV. MEASUREMENT AND PAYMENT Measurement and payment shall be in accordance with Section 404 of the Specifications. All work in this Special Provision required for installing the massive concrete bridge components as specified shall be considered incidental to the work required in Section 404 of the Specifications and will not be measured separately.
Revised: January 19, 2016