Estimated Quantities -- Letting August 28, 2015 … Quantities -- Letting August 28, 2015 Quantities shown are for information only and should not be used for bidding purposes. The

Estimated Quantities -- Letting August 28, 2015

Quantities shown are for information only and should not be used for bidding purposes. The official bid filesshould be obtained from www.bidx.com

Contract ID CNP923 - FAYETTE & SHELBY

Item No. Description Quantity Units

725-10.75 TDOT SMARTWAY ITS SYSTEM MAINTENANCE (3YEARS)

(1) LS

725-10.76 REPAIR MAINTENANCE LABOR 5,000.000 HOUR

725-10.77 SPARE PARTS AND EQUIPMENT REPLACEMENT 1,000,000.000 DOLL

725-10.78 ONE CALL SERVICE 5,700.000 HOUR

725-10.79 SOFTWARE AND NETWORK MAINTENANCE ANDSUPPORT

125,000.000 DOLL

725-10.80 SPECIAL MAINTENANCE REPAIR 500,000.000 DOLL

Contract ID CNP918 - FENTRESS


203-03 BORROW EXCAVATION (UNCLASSIFIED) 5,300.000 C.Y.

203-06 WATER 15.000 M.G.

203-07 FURNISHING & SPREADING TOPSOIL 1,200.000 C.Y.

209-05 SEDIMENT REMOVAL 32.000 C.Y.

209-08.03 TEMPORARY SILT FENCE (WITHOUT BACKING) 1,100.000 L.F.

209-08.07 ROCK CHECK DAM PER 3.000 EACH

209-08.08 ENHANCED ROCK CHECK DAM 3.000 EACH

621-03.03 24" TEMPORARY DRAINAGE PIPE 28.000 L.F.

709-05.05 MACHINED RIP-RAP (CLASS A-3) 189.000 TON

712-01 TRAFFIC CONTROL (1) LS

717-01 MOBILIZATION (1) LS

740-10.03 GEOTEXTILE (TYPE III)(EROSION CONTROL) 356.000 S.Y.

740-11.03 TEMPORARY SEDIMENT TUBE 18IN (DESCRIPTION)(SEE PLANS)

185.000 L.F.

801-03 WATER (SEEDING & SODDING) 56.000 M.G.

803-01 SODDING (NEW SOD) 5,590.000 S.Y.

Contract ID CNP919 - LAUDERDALE


202-03.01 REMOVAL OF ASPHALT PAVEMENT 880.000 S.Y.

203-06 WATER 12.000 M.G.

303-02 MINERAL AGGREGATE, TYPE B BASE, GRADING(DESCRIPTION) (C OR D)

1,625.000 TON

307-01.01 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING A

405.000 TON

307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 1,196.000 TON

403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) 45.000 TON

411-02.10 ACS MIX(PG70-22) GRADING D 3,443.000 TON

411-12.03 SCORING FOR RUMBLE STRIPE(NON-CONTINUOUS) (8IN WIDTH)

7.780 L.M.

415-01.02 COLD PLANING BITUMINOUS PAVEMENT 49,835.000 S.Y.

705-04.07 TAN ENERGY ABSORBING TERM (NCHRP 350, TL3) 22.000 EACH


712-06 SIGNS (CONSTRUCTION) 816.000 S.F.

712-08.03 ARROW BOARD (TYPE C) 2.000 EACH

713-16.05 RAILROAD CROSS-BUCK SIGN & SUPPORT 2.000 EACH

713-16.09 RAILROAD ADVANCE WARNING SIGN ANDSUPPORT

2.000 EACH

716-01.21 Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color) 260.000 EACH

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 180.000 L.F.

716-03.02 PLASTIC WORD PAVEMENT MARKING (RXR) 2.000 EACH

716-05.01 PAINTED PAVEMENT MARKING (4" LINE) 24.584 L.M.

716-12.02 ENHANCED FLATLINE THERMO PVMT MRKNG (6INLINE)

4.513 L.M.

716-13.02 SPRAY THERMO PVMT MRKNG (60 mil) (6IN LINE) 7.780 L.M.


Contract ID CNP920 - POLK


105-01 CONSTRUCTION STAKES, LINES AND GRADES (1) LS

203-06 WATER 0.200 M.G.



303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 20.000 TON


411-01.10 ACS MIX(PG64-22) GRADING D 203.000 TON


0.300 L.M.


705-01.01 GUARDRAIL AT BRIDGE ENDS 54.000 L.F.

705-02.02 SINGLE GUARDRAIL (TYPE 2) 32.000 L.F.


705-08.51 PORTABLE IMPACT ATTENUATOR NCHRP350 TL-3 2.000 EACH

707-10.02 ROCKFALL FENCE (TYPE II) 115.000 L.F.

711-05.70 32IN SINGLE SLOPE CONCRETE BARRIER WALL 115.000 L.F.


712-02.02 INTERCONNECTED PORTABLE BARRIER RAIL 550.000 L.F.

712-04.01 FLEXIBLE DRUMS (CHANNELIZING) 6.000 EACH

712-04.50 PORTABLE BARRIER RAIL DELINEATOR 23.000 EACH

712-05.03 WARNING LIGHTS (TYPE C) 6.000 EACH



716-01.07 TEMPORARY RAISED PAVEMENT MARKER,YELLOW 20.000 EACH


716-01.30 REMOVAL OF SNOWPLOWABLE REFLECTIVEMARKER

10.000 EACH


716-05.50 PAINTED PAVEMENT MARKINGS(8" LINE) 60.000 L.F.

Contract ID CNP920 - POLK




740-11.01 TEMPORARY SEDIMENT TUBE 8IN (DESCRIPTION)(SEE PLANS)

390.000 L.F.

Contract ID CNP922 - ROBERTSON



109-10.01 TRAINEE 3,330.000 HOUR

201-01 CLEARING AND GRUBBING (1) LS

202-02.01 REMOVAL OF PIPE (SIZE ,STA.) (18"SIZE ,STA.138+16.96)

209.000 L.F.

202-03.03 REMOVAL OF ASPHALT PAVEMENT 17,270.000 C.Y.

202-08.10 REMOVAL OF CURB (DESCRIPTION) (PVT DR, SIDEROADS)

3,776.000 L.F.

202-08.15 REMOVAL OF CURB AND GUTTER (DESCRIPTION)(PVT DR, SIDE ROADS, SR 11)

3,342.000 L.F.

203-01 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) 29,967.000 C.Y.

203-02.02 BORROW EXCAVATION (GRADED SOLID ROCK) 3,000.000 C.Y.


203-06 WATER 9,126.000 M.G.

209-02.07 18" TEMPORARY SLOPE DRAIN 1,168.000 L.F.

209-05 SEDIMENT REMOVAL 2,388.000 C.Y.

209-08.02 TEMPORARY SILT FENCE (WITH BACKING) 13,150.000 L.F.




209-09.03 SEDIMENT FILTER BAG (15' X 15') 2.000 EACH

209-09.41 CURB INLET PROTECTION (TYPE 2) 104.000 EACH

209-40.30 CATCH BASIN PROTECTION (TYPE A) 4.000 EACH

209-40.33 CATCH BASIN PROTECTION (TYPE D) 116.000 EACH

209-40.41 CATCH BASIN FILTER ASSEMBLY(TYPE 1) 15.000 EACH





303-01 MINERAL AGGREGATE, TYPE A BASE, GRADING D 86,562.000 TON



303-01.03 GRANULAR BACKFILL (RETAINING WALLS) 19.000 TON

303-10.01 MINERAL AGGREGATE (SIZE 57) 216.000 TON



829.000 TON

307-01.02 ASPHALT CEMENT (PG64-22) (BPMB-HM) GRADINGA-S

6.000 TON

307-01.03 AGGREGATE (BPMB-HM) GRADING A-S MIX 132.000 TON

307-01.08 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM)GRADING B-M2

1,319.000 TON


22,406.000 TON

307-02.02 ASPHALT CEMENT (PG70-22)(BPMB-HM) GRADINGA-S

477.000 TON

307-02.03 AGGREGATE (BPMB-HM) GRADING A-S MIX 13,261.000 TON


12,253.000 TON

402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) 191.000 TON

402-02 AGGREGATE FOR COVER MATERIAL (PC) 731.000 TON


411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 185.000 TON



411-12.02 SCORING SHOULDERS (NON-CONTINUOUS) (16INWIDTH)

5.000 L.M.


604-01.01 CLASS A CONCRETE (ROADWAY) 26.000 C.Y.

604-10.67 CONCRETE REPAIRS (DESCRIPTION) (SR 11EXISTING SIDEWALK)

200.000 L.F.

607-03.30 18" PIPE CULVERT 14,045.000 L.F.

607-05.30 24" PIPE CULVERT 3,202.000 L.F.

607-06.30 30" PIPE CULVERT 50.000 L.F.

607-07.30 36" PIPE CULVERT 3,145.000 L.F.



607-09.30 48" PIPE CULVERT 20.000 L.F.

607-37.30 12IN CORRUGATED METAL PIPE CULVERT 10.000 L.F.

607-39.02 18" PIPE CULVERT (SIDE DRAIN) 443.000 L.F.

611-02.11 JUNCTION BOX, TYPE 2 11.000 EACH

611-07.01 CLASS A CONCRETE (PIPE ENDWALLS) 3.000 C.Y.

611-07.02 STEEL BAR REINFORCEMENT (PIPE ENDWALLS) 90.000 LB.

611-07.54 18IN ENDWALL (CROSS DRAIN) 3:1 1.000 EACH







611-25.01 CATCH BASINS, TYPE 25, 0' - 4' DEPTH 2.000 EACH

611-25.02 CATCH BASINS, TYPE 25, > 4' - 8' DEPTH 76.000 EACH









701-01.01 CONCRETE SIDEWALK (4 ") 99,821.000 S.F.

701-02 CONCRETE DRIVEWAY 5,661.000 S.F.

701-02.03 CONCRETE CURB RAMP 3,372.000 S.F.

702-01 CONCRETE CURB 167.000 C.Y.

702-03 CONCRETE COMBINED CURB & GUTTER 1,910.000 C.Y.


705-02.02 SINGLE GUARDRAIL (TYPE 2) 3,846.000 L.F.



705-04.03 GUARDRAIL TERMINAL (TYPE 13) 1.000 EACH

705-04.05 GUARDRAIL TERMINAL (TYPE-IN-LINE) 2.000 EACH



706-01 GUARDRAIL REMOVED 3,116.000 L.F.

707-08.11 HIGH-VISIBILITY CONSTRUCTION FENCE 1,030.000 L.F.

708-02.01 MARKERS (CONCRETE R.O.W. POSTS) 11.000 EACH



709-05.08 MACHINED RIP-RAP (CLASS B) 20.000 TON

709-05.09 MACHINED RIP-RAP (CLASS C) 20.000 TON

710-02 AGGREGATE UNDERDRAINS (WITH PIPE) 9,364.000 L.F.

710-04 FILTER CLOTH UNDERDRAIN (WITH PIPE) 8,669.000 L.F.


712-02.02 INTERCONNECTED PORTABLE BARRIER RAIL 1,000.000 L.F.



712-05.01 WARNING LIGHTS (TYPE A) 200.000 EACH



712-07.03 TEMPORARY BARRICADES (TYPE III) 190.000 L.F.


713-11.01 "U" SECTION STEEL POSTS 1,213.000 LB.

713-11.02 PERFORATED/KNOCKOUT SQUARE TUBE POST 1,967.000 LB.

713-11.21 P POST SLIP BASE 6.000 EACH

713-13.02 FLAT SHEET ALUMINUM SIGNS (0.080" THICK) 385.000 S.F.


713-15 REMOVAL OF SIGNS, POSTS AND FOOTINGS (1) LS

713-15.07 SUSPENDED FLAT SHEET ALUMINUM SIGN (0.080"THICK)

2.000 EACH



713-15.40 SIGN INSTALLATION (DESCRIPTION) (1) LS

713-16.01 CHANGEABLE MESSAGE SIGN UNIT 4.000 EACH

716-01.05 TEMPORARY RAISED PAVEMENT MARKER 170.000 EACH


716-01.22 Snwplwble Pvmt Mrkrs (Mono-Dir)(1 Color) 350.000 EACH


716-02.06 PLASTIC PAVEMENT MARKING (TURN LANEARROW)

64.000 EACH

716-02.09 PLASTIC PAVEMENT MARKING (LONGITUDINALCROSS-WALK)

1,730.000 L.F.

716-04.01 PLASTIC PAVEMENT MARKING (STRAIGHT-TURNARROW)

13.000 EACH

716-04.05 PLASTIC PAVEMENT MARKING (STRAIGHT ARROW) 8.000 EACH

716-04.11 PLASTIC PAVEMENT MARKING (BICYCLE SYMBOLW/RIDER)

22.000 EACH

716-04.13 PLASTIC PAVEMENT MARKING (BIKELANE SYMBOL& ARROW)

22.000 EACH


716-08.20 REMOVAL OF PAVEMENT MARKING (LINE) 5.000 L.M.


15.000 L.M.


730-01.02 REMOVAL OF SIGNAL EQUIPMENT 3.000 EACH

730-02.09 SIGNAL HEAD ASSEMBLY (130 WITH BACKPLATE) 38.000 EACH

730-02.17 SIGNAL HEAD ASSEMBLY (150 A2H WITHBACKPLATE)

6.000 EACH

730-02.30 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (130A3WITH BACKPLATE)

4.000 EACH

730-02.31 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (140A1WITH BACKPLATE)

4.000 EACH

730-03.20 INSTALL PULL BOX (TYPE A) 29.000 EACH

730-03.21 INSTALL PULL BOX (TYPE B) 42.000 EACH

730-05.01 ELECTRICAL SERVICE CONNECTION 6.000 EACH

730-08.01 SIGNAL CABLE - 3 CONDUCTOR 2,499.000 L.F.





730-08.30 INTERCONNECT CABLE (COPPER-TWISTED PAIR) 6,528.000 L.F.

730-12.01 CONDUIT 1" DIAMETER (PVC) 3,241.000 L.F.


730-12.03 CONDUIT 3" DIAMETER (PVC) 147.000 L.F.

730-12.08 CONDUIT 2" DIAMETER (RGS) 1,597.000 L.F.

730-12.09 CONDUIT 3" DIAMETER (RGS) 979.000 L.F.

730-12.13 CONDUIT 2" DIAMETER (JACK AND BORE) 200.000 L.F.


730-13.03 VEHICLE DETECTOR (4 - CHANNEL, RACK MOUNT) 13.000 EACH

730-13.07 VEHICLE DETECTOR (SIREN ACTIVATED PRIORITYCONTROL)

21.000 EACH

730-14.01 SHIELDED DETECTOR CABLE 8,533.000 L.F.

730-14.02 SAW SLOT 8,550.000 L.F.

730-14.03 LOOP WIRE 23,539.000 L.F.

730-15.32 CABINET (EIGHT PHASE BASE MOUNTED) 6.000 EACH

730-16.02 EIGHT PHASE ACTUATED CONTROLLER 6.000 EACH

730-18.01 MASTER CONTROLLER 1.000 EACH

730-23.30 PEDESTAL POLE (DESCRIPTION) (PEDESTRIANSIGNAL SUPPORT)

23.000 EACH

730-23.36 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (1ARM @ 60')

1.000 EACH


1.000 EACH

730-23.38 CANTILEVER SIGNAL SUPPORT (DESCRIPTION) (2@ 54' & 56')

2.000 EACH


1.000 EACH

730-23.88 CANTILEVER SIGNAL SUPPORT (1 ARM @ 45') 1.000 EACH


1.000 EACH




1.000 EACH


1.000 EACH


2.000 EACH


1.000 EACH


1.000 EACH


1.000 EACH

730-26.05 COUNTDOWN PEDESTRIAN SIGNAL 36.000 EACH

730-40 TEMPORARY TRAFFIC SIGNAL SYSTEM 3.000 EACH

740-10.03 GEOTEXTILE (TYPE III)(EROSION CONTROL) 1,357.000 S.Y.

740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) 3,800.000 S.Y.

740-11.02 TEMPORARY SEDIMENT TUBE 12IN (DESCRIPTION)(EROSION CONTROL)

500.000 L.F.


5,467.000 L.F.

801-01.07 TEMPORARY SEEDING (WITH MULCH) 2,282.000 UNIT

801-02.08 TEMPORARY SEEDING (WITHOUT MULCH) 50.000 UNIT

801-03 WATER (SEEDING & SODDING) 1,507.000 M.G.

801-06.01 COMPOSTED MULCH (TYPE A) 25.000 UNIT


805-12.01 EROSION CONTROL BLANKET (TYPE I) 5,556.000 S.Y.

806-02.03 PROJECT MOWING 6.000 CYCL

202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(EXISTING BR. NO. 74SR0650003)

(1) LS

204-02.01 DRY EXCAVATION (BRIDGES) 123.000 C.Y.

204-03.01 WET EXCAVATION (BRIDGES) (BRIDGES) 87.000 C.Y.

204-04.01 ROCK EXCAVATION (BRIDGES) 6.000 C.Y.

204-05 ROCK DRILLING (BRIDGES) 36.000 L.F.



204-10.01 FOUNDATION PREPARATION(PR NO. ,STA )(PR NO. 1, STA 44+40.17)

(1) LS

204-10.02 FOUNDATION PREPARATION(PR NO. ,STA )(PR NO. 2, STA 45+04.17)

(1) LS

303-01.02 GRANULAR BACKFILL (BRIDGES) 44.000 TON

604-02.03 EPOXY COATED REINFORCING STEEL 244,275.000 LB.

604-03.01 CLASS A CONCRETE (BRIDGES) 304.000 C.Y.

604-03.02 STEEL BAR REINFORCEMENT (BRIDGES) 50,463.000 LB.

604-03.04 PAVEMENT @ BRIDGE ENDS 501.000 S.Y.

604-03.09 CLASS D CONCRETE (BRIDGE DECK) 490.000 C.Y.

604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) 1,129.000 S.Y.

604-04.02 APPLIED TEXTURE FINISH (EXISTINGSTRUCTURES)

441.000 S.Y.

604-05.31 BRIDGE DECK GROOVING (MECHANICAL) 2,202.000 S.Y.

606-02.03 STEEL PILES (10 INCH) 480.000 L.F.

606-02.06 PILE TIPS (STEEL PILES, 10 INCH) 16.000 EACH

610-10.46 DECK DRAINS (DESCRIPTION) (GRATE TYPE 2) 8.000 EACH

615-01.03 PRESTRESSED CONCRETE I-BEAM (TYPE III) 950.000 L.F.

617-02 BRIDGE DECK CRACK SEALING 194.000 L.F.

617-05 SEALANT (DESCRIPTION) (HMWM) 2.000 GAL.

620-05 CONCRETE PARAPET WITH STRUCTURAL TUBING 429.000 L.F.

710-09.01 6" PERFORATED PIPE WITH VERTICAL DRAINSYSTEM

232.000 L.F.

710-09.02 6" PIPE UNDERDRAIN 56.000 L.F.

790-03.03 POLE 40FT CLASS 4 WOOD 3.000 EACH


790-04.07 POLE 45FT CLASS 2 METAL 3.000 EACH



790-09.05 POLE 70FT CLASS H2 METAL 1.000 EACH







790-23.07 2PH CROSSARM CONST DEADEND (SGL) 15KV 1.000 EACH

790-25.01 3PH CROSSARM SGL 15KV 2.000 EACH

790-25.07 3PH CROSSARM DBL LRG COND 15KV 4.000 EACH

790-25.10 3PH CROSSARM DBL DBL PRIM SUPPORT 15KV 1.000 EACH

790-25.12 3PH CROSSARM DBL 10FT PRIM SUP 15KV 4.000 EACH

790-25.17 3PH VERTICAL DEADEND LARGE ANGLE 15KV 2.000 EACH

790-25.21 3PH CROSSARM DEADEND SGL 15KV 1.000 EACH

790-25.23 3PH CROSSARM DDE 15KV 4.000 EACH

790-30.04 SECONDARY ASSEMBLIES MISC 7.000 EACH

790-30.06 SECONDARY CONDUCTOR 6 AL DUPLEX 124.000 L.F.

790-30.12 SECONDARY CONDUCTOR 4 AL TRIPLEX 135.000 L.F.

790-32.02 DOWN GUY - THROUGH BOLT TYPE HEAVY DUTY 57.000 EACH

790-32.07 OH GUY - THROUGH BOLT TYPE 15.000 EACH

790-32.23 GUY GUARD 32.000 EACH

790-33.21 ANCHOR TWIN EYE POWER INSTALLED 32.000 EACH

790-40.02 OH COND 2 7/1 ACSR SPARATE 5,236.000 L.F.

790-40.06 OH COND 4/0 6/1 ACSR PENGUIN 1,605.000 L.F.

790-40.13 OH COND 397.5 26/7 ACSR IBIS 9,630.000 L.F.

790-40.76 OH STATIC COND _____ _____ ___________ (SEEPLANS)

1,605.000 L.F.

790-41.64 UG SEC COND SGL COND ____ __ __ (SEE PLANS) 36,850.000 L.F.

790-42.04 2IN DIA GALVINIZED METAL PIPE 1,220.000 L.F.

790-42.08 2IN DIA PVC PIPE 9,880.000 L.F.

790-42.12 CONDUIT - POLE MTD - 2IN SCH 80 PVC 780.000 L.F.

790-43.46 SECONDARY PULLBOX LARGE 74.000 EACH

790-46.03 1PH TRANSFORMER CONV W/XARM MTD FUSE &LA

4.000 EACH

790-52.02 5KVA 1PH OH XFORMER 7.2KV 120/240 1.000 EACH





790-60.01 1PH FUSE CUTOUT XARM MOUNT 15KV 6.000 EACH

790-68.01 POLE GROUND ROD TYPE 14.000 EACH

790-68.10 MISCELLANEOUS ASSEMBLIES 19.000 EACH

790-68.25 TWO OR THREE PHASE CAPACITOR ASSY 1.000 EACH

790-70.04 STREET LIGHT W/ FRNG ANC BASE & MTL POLE 73.000 EACH

790-70.06 STREET LIGHT BASE, POWER INSTALLED 73.000 EACH

790-70.20 STREET LIGHT (DESCRIPTION) (LED 249WATTROADWAY)

86.000 EACH

790-71.20 TANGENT HOR LN POSTS 69KV MAX 1.000 EACH

790-71.22 TANGENT LN POST/SUSP INS 69KV MAX 3.000 EACH

790-71.33 DDE LRG VERT ANG 69KV MAX 2.000 EACH

790-98.01 REMOVE WIRE 38,534.000 L.F.

790-98.02 REMOVE POLES 77.000 EACH

790-98.03 REMOVE FRAMING/ASSOCIATED APPARATUS 165.000 EACH




793-01.41 ANCHOR 1IN 6.000 EACH

793-10.02 BURIED CABLE @ 36IN DEPTH 3,637.000 L.F.

793-11.07 8IN PEDESTAL W/TERMINAL 8.000 EACH

793-11.19 MARKER POST 12.000 EACH

793-11.20 HANDHOLE 30INX48IN 2.000 EACH

793-12.01 DIG SPLICE PIT 80 C.F. 2.000 EACH

793-16.02 DIRECTIONAL BORE 2IN/FLEX SLEEVE 225.000 L.F.


793-16.22 GROUND BED 2.000 EACH

793-98.04 REMOVE POLES ALL SIZES 9.000 EACH

793-98.06 REMOVE PEDESTALS 9.000 EACH

795-01.17 20IN DIP RESTRAINED JOINT WATER LINE 2,011.000 L.F.



795-01.19 24IN DIP RESTRAINED JOINT WATER LINE 508.000 L.F.

795-03.02 2IN PVC WATER LINE 935.000 L.F.


795-03.06 8IN PVC WATER LINE 2,592.000 L.F.



795-05.65 BORE/JACK 16IN STEEL CASING PIPE-UNCON. 418.000 L.F.



795-06.01 CONNECT TO 2IN WATER LINE 1.000 EACH







795-07.03 6IN X 6IN TAPPING SLEEVE AND VALVE 4.000 EACH







795-07.27 20IN X 20IN TPPNG SLVE & VLVE 8.000 EACH

795-07.29 24IN X 24IN TPPNG SLVE & VLVE 1.000 EACH

795-08.04 6IN GATE VALVE ASSEMBLY 4.000 EACH



795-09.01 3/4IN WATER SERVICE METER ASSEMBLY 6.000 EACH

795-09.09 RELOCATE/RECONNECT SERVICE ASSEMBLY 9.000 EACH



795-09.14 3/4IN HDPE SERVICE PIPE 115.000 L.F.

795-10.23 8IN PRV ASSEMBLY 1.000 EACH

795-11.02 FIRE HYDRANT ASSEMBLY 4.000 EACH

795-11.03 RECONNECT FIRE HYDRANT 1.000 EACH

795-12.02 REMOVAL OF EXISTING LINE (1) LS

795-12.06 REMOVE EXISTING PRV ASSEMBLY 1.000 EACH

795-12.20 ADJUST EXISTING VALVE BOXES 3.000 EACH

795-14.03 CLASS C CONCRETE 30.000 C.Y.

797-05.51 8IN PVC GRAVITY SEWER 0FT-6FT DEPTH 7.000 L.F.

797-05.52 8IN PVC GRAVITY SEWER 6FT-12FT DEPTH 1,556.000 L.F.


797-05.54 8IN PVC GRAVITY SEWER >18FT DEPTH 232.000 L.F.



797-05.70 18IN PVC GRAVITY SEWER >18FT DEPTH 164.000 L.F.



797-07.03 48IN MANHOLE 6FT-8FT DEPTH 2.000 EACH







797-07.56 MANHOLE DROP CONNECTION ASSEMBLY 4.000 EACH

797-08.05 6IN PVC PIPE FOR SERVICE LATERAL 30.000 L.F.

797-10.02 CONNECT 8IN SEWER TO EXIST. MANHOLE 1.000 EACH

797-10.06 CONNECT 6IN LATERAL TO SEWER LINE 1.000 EACH

797-10.09 CONNECT EX. 8IN SEWER TO NEW MANHOLE 6.000 EACH

797-10.10 CONNECT EX.10-18IN SEWER TO NEW MANHOLE 2.000 EACH



797-11.25 RETIREIN PLACE 48IN MANHOLE 6.000 EACH


797-11.31 RETIREIN PLACE EXISTING SEWER 8IN-14IN 855.000 L.F.

797-11.32 RETIREIN PLACE EXISTING SEWER 15IN-24IN 280.000 L.F.

797-11.35 REMOVE EXISTING SEWER 8IN-14IN 1,980.000 L.F.

797-11.36 REMOVE EXISTING SEWER 15IN-24IN 110.000 L.F.

Contract ID CNP921 - SHELBY





203-06 WATER 264.000 M.G.

203-10.15 WASTE MATERIAL 168.000 C.Y.

209-02.05 12" TEMPORARY SLOPE DRAIN 20.000 L.F.






209-20.03 POLYETHYLENE SHEETING (6 MIL. MINIMUM) 900.000 S.Y.

209-40.34 CATCH BASIN PROTECTION (TYPE E) 8.000 EACH



1,373.000 TON


900.000 TON






607-03.02 18" CONCRETE PIPE CULVERT (CLASS III) 363.000 L.F.


611-01.20 ADJUSTMENT OF EXISTING MANHOLE 4.000 EACH









701-02.02 CONCRETE DRIVEWAY (8") 1,000.000 S.F.

701-02.03 CONCRETE CURB RAMP 917.000 S.F.


702-03 CONCRETE COMBINED CURB & GUTTER 195.000 C.Y.


707-08.11 HIGH-VISIBILITY CONSTRUCTION FENCE 315.000 L.F.













713-11.01 "U" SECTION STEEL POSTS 128.000 LB.

713-11.02 PERFORATED/KNOCKOUT SQUARE TUBE POST 331.000 LB.



716-02.03 PLASTIC PAVEMENT MARKING (CROSS-WALK) 1,091.000 L.F.

716-02.04 PLASTIC PAVEMENT MARKING(CHANNELIZATIONSTRIPING)

140.000 S.Y.



9.000 EACH



716-03.01 PLASTIC WORD PAVEMENT MARKING (ONLY) 6.000 EACH


1.000 EACH

716-04.02 PLASTIC PAVEMENT MARKING(DOUBLE TURNINGARROW)

3.000 EACH

716-04.04 PLASTIC PAVEMENT MARKING (TRANSVERSESHOULDER)

100.000 L.F.

716-04.11 PLASTIC PAVEMENT MARKING (BICYCLE SYMBOLW/RIDER)

5.000 EACH


5.000 EACH


716-05.02 PAINTED PAVEMENT MARKING (8" BARRIER LINE) 990.000 L.F.

716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 1,815.000 L.F.



716-13.03 SPRAY THERMO PVMT MRKNG (60 mil) (8INBARRIER LINE)

1,062.000 L.F.

716-13.04 SPRAY THERMO PVMT MRKNG (60 mil) (4IN DOTTEDLINE)

200.000 L.F.


719-02 REMOVAL AND DISPOSAL OF LITTER 0.572 L.M.




1.000 EACH



730-03.24 INSTALL PULL BOX (FIBER OPTIC-TYPE B) 1.000 EACH



730-08.02 SIGNAL CABLE - 5 CONDUCTOR 450.000 L.F.






730-13.02 VEHICLE DETECTOR (VIDEO) 2.000 EACH


730-13.08 VEHICLE DETECTOR (DESCRIPTION) (EMERGENCYPREEMPTION)

5.000 EACH

730-14.02 SAW SLOT 585.000 L.F.

730-14.03 LOOP WIRE 1,240.000 L.F.






1.000 EACH


1.000 EACH

730-26.05 COUNTDOWN PEDESTRIAN SIGNAL 16.000 EACH

730-26.07 FLASHING WARNING BEACON (DESCRIPTION) 2.000 EACH


740-11.03 TEMPORARY SEDIMENT TUBE 18IN (DESCRIPTION)(DESCRIPTION)

765.000 L.F.

801-01.07 TEMPORARY SEEDING (WITH MULCH) 18.000 UNIT

801-02.15 FERTILIZER 1.000 TON



Contract ID CNP271 - ANDERSON , BLOUNT, ETC.


705-30.01 NORMAL WORK ADJUSTMENT FACTOR 550,000.000 DOLL

705-80.01 LONGITUDINAL CABLE BARRIER 1.000 L.F.

705-80.03 LONGITUDINAL CABLE BARRIER (END TERMINAL)TL-3

1.000 EACH

705-80.04 SOCKETED LINE POST W/ALL ACCESSORIES 1.000 EACH

705-80.06 TERMINAL POST W/ALL ACCESSORIES 1.000 EACH

705-80.07 CABLE RELEASE POST (TOP) W/ALL ACCESSORIES 1.000 EACH

705-80.10 LINE POST W/FTNG & ALL ACC. 1.000 EACH

705-80.11 CHECK CABLE TENSION 1.000 EACH

705-80.14 END TERMINAL HARDWARE FOR ATTACHINGSINGLE CABLE

1.000 EACH

705-80.15 RETENSIONING CABLE BARRIER SECTION AFTERREPAIR

1.000 EACH

705-80.17 LONGITUDINAL CABLE BARRIER TRAINING 1.000 EACH

705-80.19 HARDWARE FOR ATTACHING ALL CABLES TO ASINGLE POST

1.000 EACH

705-80.20 LONGITUDINAL CABLE BARRIER SPLICE(TORPEDO, TURNBUCKLE)

1.000 EACH

705-80.21 LONGITUDINAL CABLE BARRIER CABLE 1.000 L.F.

705-80.22 TERMINAL POST W/FOOTING AND ALLACCESSORIES

1.000 EACH

706-80.18 CABLE BARRIER TERMINAL (REMOVAL) 1.000 EACH

712-01.02 LANE CLOSURE 1.000 EACH

Contract ID CNP273 - BENTON , CROCKETT, ETC.


705-80.01 LONGITUDINAL CABLE BARRIER 1,000.000 L.F.


5.000 EACH

705-80.04 SOCKETED LINE POST W/ALL ACCESSORIES 1,800.000 EACH



705-80.09 DRIVEN SOCKETED LINE POST W/ALLACCESSORIES

250.000 EACH


705-80.12 CHECK CABLE TENSION (1) LS


50.000 EACH


100.000 EACH



1,000.000 EACH


12.000 EACH



30.000 EACH



712-01.03 LANE CLOSURE(NIGHT WORK) 20.000 EACH

717-01.03 MOBILIZATION (PER CALL-OUT) 104.000 EACH

Contract ID CNP274 - BRADLEY , COFFEE, ETC.




5.000 EACH







50.000 EACH


100.000 EACH



700.000 EACH


12.000 EACH



20.000 EACH





Contract ID CNP272 - CHEATHAM , DAVIDSON, ETC.



705-80.02 LONGITUDINAL CABLE BARRIER (END TERMINAL)STANDARD

2.000 EACH


5.000 EACH







50.000 EACH


100.000 EACH



800.000 EACH


12.000 EACH



20.000 EACH





Contract ID CNP265 - COFFEE



109-10.01 TRAINEE 1,100.000 HOUR


202-01.56 REMOVAL OF STRUCTURES & OBSTRUCTIONS(DESCRIPTION) (EXISTING CABLE BARRIER)

(1) LS

202-03 REMOVAL OF RIGID PAVEMENT, SIDEWALK, ETC. 69.000 S.Y.


203-02.01 BORROW EXCAVATION (GRADED SOLID ROCK) 10,691.000 TON


203-04 PLACING AND SPREADING TOPSOIL 18.000 C.Y.

203-06 WATER 80.000 M.G.


209-08.02 TEMPORARY SILT FENCE (WITH BACKING) 172.000 L.F.



209-40.33 CATCH BASIN PROTECTION (TYPE D) 5.000 EACH



313-03 TREATED PERMEABLE BASE 4,384.000 S.Y.



501-01.03 PORTLAND CEMENT CONCRETE PAVEMENT(PLAIN) 10"

4,788.000 S.Y.

604-07.01 RETAINING WALL (DESCRIPTION) (STA. 106+00 TOSTA. 115+10 RT.)

16,637.000 S.F.









701-01.01 CONCRETE SIDEWALK (4 ") 152.000 S.F.







705-80.18 CABLE BARRIER TERMINAL 4.000 EACH

706-06.03 RADIUS RAIL 30.000 L.F.

707-01.12 END & CORNER POST ASSEMBLY(CHAIN-LINKFENCE 6')

2.000 EACH

707-03.01 STOCK FENCE 695.000 L.F.

707-03.02 END, BRACED LINE, CORNER POSTASSEMBLY(STOCK FENCE)

16.000 EACH

707-06.01 REMOVAL OF FENCE (DESCRIPTION) (886' STOCKFENCE & 101' CHAINLINK FENCE)

987.000 L.F.

707-08.01 FENCE (DESCRIPTION) (SEE PLANS) 149.000 L.F.





710-05 LATERAL UNDERDRAIN 125.000 L.F.

710-06.13 LATERAL UNDERDRAIN ENDWALL (4:1) 2.000 EACH

711-05.72 SINGLE SLOPE HALF CONCRETE BARRIER WALL 910.000 L.F.






712-06.01 VERTICAL PANELS 30.000 S.F.




713-01.01 CLASS A CONCRETE (FOUNDATION FOR SIGNSUPPORTS)

3.000 C.Y.

713-01.02 STEEL BAR REINFORCEMENT(FOUNDATION FORSIGN SUPPORTS)

722.000 LB.

713-02.14 FLEXIBLE DELINEATOR (WHITE) 7.000 EACH

713-02.15 FLEXIBLE DELINEATOR (YELLOW) 3.000 EACH

713-05 STEEL HOLLOW SQUARE POST (BREAKAWAY)SIGN SUPPORTS

101.000 LB.

713-06 STEEL I-BEAMS & WF-BEAMS(BREAKAWAY) SIGNSUPPORT

919.000 LB.

713-09.01 STEEL OVERHEAD SIGN STRUCTURE (SPAN____)(SPAN=72'-0")

1.000 EACH

713-09.02 STEEL OVERHEAD SIGN STRUCTURE (SPAN____)(SPAN=68'-0")

1.000 EACH




713-14 EXTRUDED ALUMINUM PANEL SIGNS 946.000 S.F.


713-16.41 RELOCATE SIGN (1) LS

713-17.02 INSTALL AUXILIARY SUPPORT FOR EXIT NUMBERPANEL

8.000 EACH

713-30.09 BARRIER MOUNTED SIGN SUPPORT(DESCRIPTION) (SEE PLANS)

3.000 EACH


716-02.03 PLASTIC PAVEMENT MARKING (CROSS-WALK) 47.000 L.F.


13.000 S.Y.

716-02.07 PLASTIC PAVEMENT MARKING (24" BARRIER LINE) 211.000 L.F.

716-05.02 PAINTED PAVEMENT MARKING (8" BARRIER LINE) 19.000 L.F.


0.500 L.M.

716-12.04 ENHANCED FLATLINE THERMO PVMT MRKNG (4INDOTTED LINE)

125.000 L.F.




136.000 L.F.

716-12.06 ENHANCED FLAT LINE THERMO (8IN LINE) 632.000 L.F.


740-06.01 GEOMEMBRANE 180.000 S.Y.









202-01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (1) LS



203-04 PLACING AND SPREADING TOPSOIL 2,000.000 C.Y.

203-06 WATER 155.000 M.G.



209-08.03 TEMPORARY SILT FENCE (WITHOUT BACKING) 720.000 L.F.




303-10.01 MINERAL AGGREGATE (SIZE 57) 6,590.000 TON


1,257.000 TON


895.000 TON


392.000 TON


482.000 TON




407-20.05 SAW CUTTING ASPHALT PAVEMENT 1,720.000 L.F.





0.190 L.M.



415-01.02 COLD PLANING BITUMINOUS PAVEMENT 520.000 S.Y.

607-03.30 18" PIPE CULVERT 159.000 L.F.

607-05.30 24" PIPE CULVERT 40.000 L.F.


611-07.03 STRUCTURAL STEEL (PIPE ENDWALLS) 807.000 LB.

611-07.31 18IN ENDWALL (SIDE DRAIN) 3.000 EACH















712-09.02 REMOVABLE PAVEMENT MARKING (8" BARRIERLINE)

2,010.000 L.F.

712-09.05 REMOVABLE PAVEMENT MARKING (ARROW) 1.000 EACH

713-02.04 DELINEATOR (MILE MARKER) & STEEL POST 1.000 EACH



713-16.20 SIGNS (DESCRIPTION) (R1-1) 2.000 EACH


713-16.22 SIGNS (DESCRIPTION) (R5-1A) 1.000 EACH

713-16.23 SIGNS (DESCRIPTION) (R6-1R) 2.000 EACH



713-16.24 SIGNS (DESCRIPTION) (R6-1L) 2.000 EACH

713-16.25 SIGNS (DESCRIPTION) (W4-2R) 1.000 EACH


14.000 S.Y.



6.000 EACH

716-02.08 PLASTIC PAVEMENT MARKING (8" DOTTED LINE) 383.000 L.F.

716-02.12 PLASTIC PAVEMENT MARKING (8IN LINE) 0.420 L.M.


0.190 L.M.

716-12.03 ENHANCED FLATLINE THERMO PVMT MRKNG (8INBARRIER LINE)

150.000 L.F.





500.000 L.F.


801-02 SEEDING (WITHOUT MULCH) 135.000 UNIT


801-07 SEED (SUPPLEMENTAL APPLICATION) 30.000 LB.

801-08 FERTILIZER (SUPPLEMENTAL APPLICATION) 1.000 TON

803-01 SODDING (NEW SOD) 200.000 S.Y.

805-12.02 EROSION CONTROL BLANKET (TYPE II) 15,538.000 S.Y.

Contract ID CNP153 - CUMBERLAND






10.000 L.M.

415-01.01 COLD PLANING BITUMINOUS PAVEMENT 113,761.000 TON

705-02.01 SINGLE GUARDRAIL, WITH RUB-RAIL (TYPE 2) 25.000 L.F.





706-01 GUARDRAIL REMOVED 638.000 L.F.






713-16.20 SIGNS (DESCRIPTION) (Chevron) 20.000 EACH

713-16.21 SIGNS (DESCRIPTION) (STOP) 11.000 EACH

713-16.22 SIGNS (DESCRIPTION) (School Bus Stop Ahead) 7.000 EACH

713-16.23 SIGNS (DESCRIPTION) (Right Curve) 2.000 EACH

713-16.24 SIGNS (DESCRIPTION) (45 MPH Advisory) 2.000 EACH

713-16.25 SIGNS (DESCRIPTION) (TYPE 3 OBJECT MARKER) 4.000 EACH

713-16.26 SIGNS (DESCRIPTION) (TYPE 3 OBJECT MARKER) 4.000 EACH





1.000 EACH

Contract ID CNP153 - CUMBERLAND




12.500 L.M.



Contract ID CNP235 - DAVIDSON



307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 250.000 TON




15.200 L.M.


611-01.20 ADJUSTMENT OF EXISTING MANHOLE 5.000 EACH

611-09.02 REWORK CATCHBASIN 17.000 EACH

701-02.01 CONCRETE CURB RAMP (RETROFIT) 1,980.000 S.F.






713-11.01 "U" SECTION STEEL POSTS 1,645.000 LB.

713-16.20 SIGNS (DESCRIPTION) (R3-17 BIKE LANE) 25.000 EACH

713-16.21 SIGNS (DESCRIPTION) (R3-17BP) 5.000 EACH

713-16.22 SIGNS (DESCRIPTION) (R3-17AP) 1.000 EACH

713-16.23 SIGNS (DESCRIPTION) (W16-18P "FYG" "NOTICE") 6.000 EACH

713-16.24 SIGNS (DESCRIPTION) (R4-11 "MAY USE FULLLANE")

6.000 EACH

713-16.25 SIGNS (DESCRIPTION) (D11-1) 4.000 EACH

713-16.27 SIGNS (DESCRIPTION) (M6-3) 4.000 EACH

713-16.28 SIGNS (DESCRIPTION) (M6-4) 4.000 EACH

713-16.29 SIGNS (DESCRIPTION) (W11-1) 3.000 EACH

713-16.30 SIGNS (DESCRIPTION) (W16-1P) 3.000 EACH





713-16.50 REMOVE AND REPLACE SIGN (DESCRIPTION) (BIKESIGNS)

3.000 EACH



716-02.03 PLASTIC PAVEMENT MARKING (CROSS-WALK) 1,150.000 L.F.


1,760.000 S.Y.

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 1,376.000 L.F.


60.000 EACH



1,874.000 L.F.





3.000 EACH


14.000 EACH



716-04.12 PLASTIC PAVEMENT MARKING (YIELD LINE) 30.000 S.F.

716-04.15 PLASTIC PAVEMENT MARKING-BIKESYMBOL/ARROW SHARED

95.000 EACH


716-10.30 TRUNCATED DOME DETECTABLE WARNING MAT 600.000 S.F.


22.000 L.M.


6.180 L.M.


2,375.000 L.F.


14,400.000 L.F.






730-14.02 SAW SLOT 40,000.000 L.F.

730-14.03 LOOP WIRE 87,400.000 L.F.

Contract ID CNP276 - GILES













461.000 TON


300.000 TON





607-03.03 18" CONCRETE PIPE CULVERT (CLASS IV) 56.000 L.F.

607-16.01 23"X 14" HORIZONTAL OVAL CONCRETE PIPECULVERT

40.000 L.F.










Contract ID CNP276 - GILES



713-02.21 SIGN POST DELINEATION ENHANCEMENT 12.000 L.F.

713-16.20 SIGNS (DESCRIPTION) (STOP) 2.000 EACH

713-16.21 SIGNS (DESCRIPTION) (DEAD END) 1.000 EACH

713-16.22 SIGNS (DESCRIPTION) (END ROADWAY) 2.000 EACH

713-16.23 SIGNS (DESCRIPTION) (INTERSECTION WARNING) 2.000 EACH


716-05.05 PAINTED PAVEMENT MARKING (STOP LINE) 60.000 L.F.



801-01 SEEDING (WITH MULCH) 2.000 UNIT

801-02.01 CROWN VETCH MIXTURE (WITHOUT MULCH) 50.000 UNIT

801-02.15 FERTILIZER 0.200 TON




Contract ID CNP263 - HUMPHREYS




200.000 TON


411-03.12 ACS MIX(PG64-22) THIN LIFT D ASPHALT 3,835.000 TON


11.000 L.M.




705-10.31 GUARDRAIL ATTACHMENT TO VERTICAL FACEENDPOST

2.000 L.F.








8.000 L.M.










713-16.20 SIGNS (DESCRIPTION) (OM3-L) 2.000 EACH

713-16.21 SIGNS (DESCRIPTION) (OM3-R) 2.000 EACH


740-11.01 TEMPORARY SEDIMENT TUBE 8IN (DESCRIPTION)(8 INCH)

40.000 L.F.



602-10.05 BRACING REPAIRS (1) LS

602-10.12 BEARING DEVICE (REPAIR) (1) LS

604-10.05 CONCRETE 25.000 S.F.

604-10.17 NON-PENETRATING CONCRETE SEAL 125.000 S.Y.

604-10.24 JACKING CONCRETE SPANS (1) LS

604-10.54 CONCRETE REPAIRS 10.000 S.F.

604-10.78 RISER BLOCK REPAIR 1.000 EACH





203-01 ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED) 107.000 C.Y.



209-09.04 SEDIMENT FILTER BAG(15' X 10') 1.000 EACH




30.000 TON


85.000 TON





610-07.03 18" PIPE DRAIN (BRIDGE DRAIN) 232.000 L.F.




709-01.01 RUBBLE STONE RIP-RAP 3.000 C.Y.













712-09.01 REMOVABLE PAVEMENT MARKING LINE 5,536.000 L.F.







0.110 L.M.




740-11.01 TEMPORARY SEDIMENT TUBE 8IN (DESCRIPTION)(STRAW WATTLES)

86.000 L.F.


801-01.02 CROWN VETCH MIXTURE (WITH MULCH) 1.000 UNIT


201-07.01 REMOVAL AND DISPOSAL OF BRUSH & TREES (1) LS

202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(BR. NO. 43-A658-00.22)

(1) LS

204-11 BRIDGE EXCAVATION (UNCLASSIFIED) 510.000 C.Y.








604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) 725.000 S.Y.


245.000 S.Y.




604-10.05 CONCRETE 50.000 S.F.


615-02.03 PRESTRESSED CONCRETE BOX BEAM (21" X 36") 870.000 L.F.



620-05.01 CONC PARAPET SINGLE SLOPE (STD-1-1SS) 307.000 L.F.

707-07.01 CHAIN-LINK FENCE (BRIDGES) 1,302.000 S.F.

709-04 REINFORCED CONCRETE SLOPE PAVEMENT 90.000 C.Y.


160.000 L.F.


712-02.47 BRIDGE MOUNTED INTERCONNECTED PORTABLEBARRIER RAIL

133.000 L.F.

Contract ID CNP124 - KNOX




209-01.10 EROSION AND SILTATION CONTROL(DESCRIPTION) (EPSC)

(1) LS



70.000 TON


45.000 TON




411-12.01 SCORING SHOULDERS (CONTINUOUS) (16INWIDTH)

0.100 L.M.







713-15.36 REMOVE SIGN, SUPPORT & FOOTING 3.000 EACH



713-16.22 SIGNS (DESCRIPTION) (W16-15P) 3.000 EACH

713-16.23 SIGNS (DESCRIPTION) (STREET NAME) 3.000 EACH


45.000 S.Y.



7.000 EACH







150.000 L.F.


730-02.08 SIGNAL HEAD ASSEMBLY (130 POLE MOUNTED) 1.000 EACH



3.000 EACH


730-03.23 INSTALL PULL BOX (FIBER OPTIC-TYPE A) 3.000 EACH




730-08.40 INTERCONNECT CABLE - FIBER OPTIC(DESCRIPTION) (6 FIB. MUTLI-MODE)

900.000 L.F.

730-08.41 INTERCONNECT CABLE - FIBER OPTIC(DESCRIPTION) (6 FIB. SINGLE-MODE)

900.000 L.F.



730-13.08 VEHICLE DETECTOR (DESCRIPTION)(INTERSECTION RADAR DETECTION)

1.000 EACH

730-15.11 MODIFY CABINET (DESCRIPTION) (FIBERINTERCONNECT)

1.000 EACH




1.000 EACH


1.000 EACH

730-35.06 BATTERY BACK-UP AND POWER CONDITIONER 1.000 EACH













415-01.03 COLD PLANING BITUMINOUS PAVEMENT 200.000 C.Y.


1,350.000 S.Y.


611-02.10 JUNCTION BOX, TYPE 1 1.000 EACH



705-17.84 200 LB (PLASTIC DRUM W/SAND) 1.000 EACH




705-17.97 ATTENUATOR (NARROW- LOW MAINTENANCE) 1.000 EACH



711-01 CONCRETE MEDIAN BARRIER 675.000 L.F.










2,000.000 L.F.


713-16.20 SIGNS (DESCRIPTION) (RIGHT TURN THRU) 3.000 EACH

713-16.21 SIGNS (DESCRIPTION) (LEFT TURN) 3.000 EACH



3.000 EACH



3.000 EACH





1,400.000 L.F.






203-06 WATER 7.000 M.G.

303-02 MINERAL AGGREGATE, TYPE B BASE, GRADING(DESCRIPTION) (C OR D)

784.000 TON


124.000 TON

307-01.15 ASC MIX (PG64-22) (BPMLC-HM) GRADING CS 118.000 TON


489.000 TON





4.540 L.M.




701-02.01 CONCRETE CURB RAMP (RETROFIT) 904.000 S.F.




712-06 SIGNS (CONSTRUCTION) 1,216.000 S.F.

713-16.20 SIGNS (DESCRIPTION) (INTERSECTION WARNING -W2-1)

2.000 EACH

713-16.21 SIGNS (DESCRIPTION) (SIGNAL AHEAD - W3-3) 2.000 EACH

713-16.22 SIGNS (DESCRIPTION) (OBJECT MARKERS - OM3-L) 2.000 EACH

713-16.23 SIGNS (DESCRIPTION) (OBJECT MARKERS - OM3-R) 2.000 EACH



23.000 S.Y.





29.000 EACH

716-03.06 PLASTIC WORD PAVEMENT MARKING (SIGNALAHEAD)

3.000 EACH


716-05.08 PAINTED PAVEMENT MARKING (PARKING LINE) 306.000 L.F.


716-13.03 SPRAY THERMO PVMT MRKNG (60 mil) (8INBARRIER LINE)

715.000 L.F.



730-14.01 SHIELDED DETECTOR CABLE 50.000 L.F.

730-14.02 SAW SLOT 916.000 L.F.

730-14.03 LOOP WIRE 1,832.000 L.F.

771-30.33 CONCRETE SIDEWALK 300.000 S.F.

Contract ID CNP253 - LEWIS



222.000 TON



415-01.01 COLD PLANING BITUMINOUS PAVEMENT 336.000 TON



712-01.51 PORTABLE BARRIER RAIL DELINEATOR (DOUBLE) 25.000 EACH







716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 2,873.000 L.F.

716-11.01 SPRAY THERMO PAVEMENT MARKING (4IN LINE) 2.250 L.M.



202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(BRIDGE ID NO. 51SR0990017)

(1) LS


3,355.000 S.Y.

604-10.02 CONCRETE REPAIRS 10.000 C.Y.

604-10.60 EXPANSION JOINT REPAIRS (MODULAR TYPE) 40.000 L.F.

604-10.61 EXPANSION JOINT REPAIRS (MODULAR TYPE) 40.000 L.F.

604-10.70 EXPANSION JOINT REPAIRS 68.000 L.F.

617-01 BRIDGE DECK SEALANT 1,530.000 S.Y.



Contract ID CNP253 - LEWIS


620-03.11 CONCRETE PARAPET (DESCRIPTION) (NATCHEZTRACE RAIL)

968.000 L.F.

Contract ID CNP135 - MACON




705-04.09 EARTH PAD FOR TYPE 38 GR END TREATMENT 4.000 EACH

705-04.21 GUARDRAIL DELINEATION ENHANCEMENT 625.000 L.F.


713-02.20 ROADSIDE OBSTACLE DELINEATION 203.000 S.F.







713-15.02 REMOVAL & RELOCATION OF SIGN & SUPPORT 3.000 EACH





59.000 S.Y.



7.000 EACH







Contract ID CNP261 - MARION



109-10.01 TRAINEE 1,740.000 HOUR



203-02.02 BORROW EXCAVATION (GRADED SOLID ROCK) 125,500.000 C.Y.


203-05 UNDERCUTTING 33,000.000 C.Y.

203-06 WATER 1,138.000 M.G.

204-08 FOUNDATION FILL MATERIAL 797.000 C.Y.


209-05 SEDIMENT REMOVAL 2,152.000 C.Y.




209-09.24 JUTE MESH FABRIC 6,504.000 S.Y.



209-65.03 TEMPORARY DIVERSION CHANNEL 323.000 L.F.

209-65.04 TEMPORARY IN STREAM DIVERSION 1,019.000 L.F.


303-01.01 GRANULAR BACKFILL (ROADWAY) 14,289.000 TON



6,172.000 TON


20.000 TON



4,013.000 TON








2.200 L.M.



604-01.02 STEEL BAR REINFORCEMENT (ROADWAY) 76,977.000 LB.

604-10.51 SCARIFYING 583.000 S.Y.







82.000 L.F.





























709-05.09 MACHINED RIP-RAP (CLASS C) 228.000 TON

710-04 FILTER CLOTH UNDERDRAIN (WITH PIPE) 2,278.000 L.F.





712-07.03 TEMPORARY BARRICADES (TYPE III) 2,124.000 L.F.






713-15.07 SUSPENDED FLAT SHEET ALUMINUM SIGN (0.080"THICK)

1.000 EACH




240.000 S.Y.





24.000 EACH


173.000 L.F.


6.000 EACH

716-04.04 PLASTIC PAVEMENT MARKING (TRANSVERSESHOULDER)

64.000 L.F.







122.000 L.F.




2.000 EACH





730-09.01 SPAN WIRE ASSEMBLY(____LBS.MIN.BRKSTRENGTH) (19950 LBS MIN BRK STRENGTH)

525.000 L.F.

730-10.01 TETHER WIRE ASSEMBLY - 1/4" DIAMETER 385.000 L.F.


740-06.01 GEOMEMBRANE 3,100.000 S.Y.




730-14.02 SAW SLOT 620.000 L.F.

730-14.03 LOOP WIRE 1,566.000 L.F.



730-15.31 CABINET (FOUR PHASE BASE MOUNTED) 1.000 EACH


730-23.01 STEEL STRAIN POLE (SIGNAL SUPPORT) 3.000 EACH

730-23.02 STEEL STRAIN POLE (DESCRIPTION) (SIGNALSUPPORT)

1.000 EACH




4,552.000 L.F.







604-02.01 CLASS A CONCRETE (BOX BRIDGES) 2,303.000 C.Y.

604-02.02 STEEL BAR REINFORCEMENT (BOX BRIDGES) 430,800.000 LB.


791-01.02 2IN STEEL GAS MAIN 825.000 L.F.

791-01.05 6IN STEEL GAS MAIN 1,081.000 L.F.

791-01.09 __IN STEEL GAS MAIN (SEE PLANS) 140.000 L.F.

791-04.20 HDD 2IN STEEL PIPE - UNCONSOLIDATED 112.000 L.F.

791-04.27 HDD __IN STEEL PIPE - UNCONSOLIDATED (SEEPLANS)

40.000 L.F.

791-06.31 CONNECT TO 2IN EX. STL MAIN W/ STOPPLE 3.000 EACH


791-07.09 2IN STEEL GAS VALVE ASSEMBLY 1.000 EACH


791-09.05 RESTORE ASPHALT 5.000 S.Y.

793-01.42 ANCHOR 1 1/4IN 8.000 EACH

793-11.10 12IN PEDESTAL 1.000 EACH



793-11.20 HANDHOLE 30INX48IN 1.000 EACH

793-13.07 4IN SCHEDULE 40 PVC 1,512.000 L.F.

793-13.16 2 DUCT FORMATION @ 24IN DEPTH 756.000 L.F.

793-14.05 MH PRECAST 4-FT W X 8-FT L X 6-FT H 1.000 EACH

793-14.12 1 1/4IN INNERDUCT 1,512.000 L.F.

793-14.21 ROD DUCTS 756.000 L.F.

793-14.26 UNDERGROUND TO OVERHEAD RISER 4.000 EACH

793-98.05 RETIRE BURIED FACILITIES IN PLACE 2,961.000 L.F.




795-05.14 HDD __IN HDPE CASING PIPE-UNCON (SEE PLANS) 200.000 L.F.





795-09.28 3/4IN COPPER SERVICE PIPE 200.000 L.F.

795-10.03 1IN AUTO AIR RELEASE VALVE ASSEMBLY 1.000 EACH

795-11.01 BLOW-OFF ASSEMBLY 4.000 EACH

795-11.04 RELOCATE FIRE HYDRANT 1.000 EACH

795-13.01 DI FITTINGS 2,700.000 LB.

795-14.02 CLASS B CONCRETE 15.000 C.Y.

797-05.01 8IN DIP GRAVITY SEWER 0FT-6FT DEPTH 35.000 L.F.

797-05.02 8IN DIP GRAVITY SEWER 6FT-12FT DEPTH 125.000 L.F.












797-10.02 CONNECT 8IN SEWER TO EXIST. MANHOLE 1.000 EACH

797-10.09 CONNECT EX. 8IN SEWER TO NEW MANHOLE 1.000 EACH


797-11.40 RESTORE ASPHALT 49.000 S.Y.

Contract ID CNP258 - OBION








2.000 C.Y.


100.000 LB.





730-01.08 SCHOOL SPEED LIMIT FLASHING SIGNALINSTALLED

2.000 EACH


730-05.02 SERVICE CABLE (2 CONDUCTOR, # 8 AWG) 620.000 L.F.

730-11.01 STEEL CONDUIT RISER ASSEMBLY 2.000 EACH

730-21.03 WOOD POLE (SIGNAL SUPPORT) CLASS 3, 45'LENGTH

2.000 EACH


25.000 L.F.



Contract ID CNP114 - OVERTON



109-10.01 TRAINEE 5,100.000 HOUR


202-02.01 REMOVAL OF PIPE (SIZE ,STA.) (SEE PLANS) 98.000 L.F.

202-02.02 REMOVAL OF PIPE (SIZE ,STA.) (15", WEST CEDARLN. - 10+10.61)

58.000 L.F.

202-02.03 REMOVAL OF PIPE (SIZE ,STA.) (12", EAST CEDARLN. 22+02.48)

72.000 L.F.

202-02.04 REMOVAL OF PIPE (SIZE ,STA.) (24", SR-52 -523+41.03)

85.000 L.F.


75.000 L.F.

202-02.06 REMOVAL OF PIPE (SIZE ,STA.) (15", TOWER HILLRD. - 50+49.28)

50.000 L.F.

202-02.07 REMOVAL OF PIPE (SIZE ,STA.) (15", HOOVERCEMETARY RD. - 61+55.09)

29.000 L.F.


94.000 L.F.


81.000 L.F.


130.000 L.F.


40.000 L.F.


98.000 L.F.

202-02.13 REMOVAL OF PIPE (SIZE ,STA.) (18", TOM SMITHRD. - 72+17.21)

55.000 L.F.


119.000 L.F.

202-02.15 REMOVAL OF PIPE (SIZE ,STA.) (15", FISK RD. -91+30.38)

27.000 L.F.


93.000 L.F.



202-02.18 REMOVAL OF PIPE (SIZE ,STA.) (18", OLD ALLONSRD. - 103+56.13)

76.000 L.F.

202-02.19 REMOVAL OF PIPE (SIZE ,STA.) (15", ELMERLANGFORD RD. - 110+46.06)

78.000 L.F.

202-02.20 REMOVAL OF PIPE (SIZE ,STA.) 137.000 L.F.

202-02.21 REMOVAL OF PIPE (DESCRIPTION) (24", SR-52 -617+57.13)

199.000 L.F.


121.000 L.F.


130.000 L.F.


135.000 L.F.


143.000 L.F.

202-02.26 REMOVAL OF PIPE (DESCRIPTION) (24", ALLREDRD. - 202+33.89)

79.000 L.F.

202-02.27 REMOVAL OF PIPE (DESCRIPTION) (15", HIDDENVALLEY GOLF & CC LN. - 162+85.87)

47.000 L.F.

202-02.28 REMOVAL OF PIPE (DESCRIPTION) (15", HIDDENVALLEY GOLF & CC LN. - 164+02.24)

31.000 L.F.

202-02.29 REMOVAL OF PIPE (DESCRIPTION) (15", TOWERHILL RD. 2 - 170+45.04)

48.000 L.F.


90.000 L.F.

202-02.31 REMOVAL OF PIPE (DESCRIPTION) (18", SR-52 -699+87.49 )

103.000 L.F.


203-01.11 PRESPLITTING OF ROCK EXCAVATION 9,200.000 S.Y.


203-04 PLACING AND SPREADING TOPSOIL 15,708.000 C.Y.

203-06 WATER 2,439.000 M.G.

204-08.01 BACKFILL MATERIAL (FLOWABLE FILL) 65.000 C.Y.

209-01.31 TEMPORARY MULCH FILTER BERM 3,100.000 C.Y.







209-03.23 FILTER SOCK (24 INCH) 3,352.000 L.F.

209-03.31 STREAM MITIGATION-COCONUT FIBER ROLLS 1,285.000 L.F.

209-03.47 STREAM MITIGATION - LONGITUDINAL STONE TOE(DESCRIP)

6.000 C.Y.






209-08.09 FILTER SOCK CHECK DAM 270.000 EACH

209-09.01 SANDBAGS 500.000 BAG











209-65.03 TEMPORARY DIVERSION CHANNEL 1,050.000 L.F.

209-65.04 TEMPORARY IN STREAM DIVERSION 250.000 L.F.


303-01.03 GRANULAR BACKFILL (RETAINING WALLS) 164.000 TON






26,849.000 TON


23,007.000 TON


402-02 AGGREGATE FOR COVER MATERIAL (PC) 1,193.000 TON


411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 3,647.000 TON



4.600 L.M.



604-02.41 ENERGY DISSIPATER (DESCRIPTION) (USBR TYPEVI IMPACT BASIN)

1.000 EACH

604-07.01 RETAINING WALL (DESCRIPTION) (SR-52 RT. STA.696+00.00 TO STA. 698+75.00)

3,285.000 S.F.

607-03.02 18" CONCRETE PIPE CULVERT (CLASS III) 3,010.000 L.F.



607-05.06 24" PIPE CULVERT (JACKED-IN-PLACE) 217.000 L.F.


607-06.04 30" CONCRETE PIPE CULVERT (CLASS V) 380.000 L.F.



607-08.05 42" CONCRETE PIPE CULVERT(CLASSIV)JACKED-IN-PLACE

143.000 L.F.


124.000 L.F.

607-39.02 18" PIPE CULVERT (SIDE DRAIN) 1,046.000 L.F.






611-01.07 MANHOLES, > 24' - 28' DEPTH 1.000 EACH

611-01.08 MANHOLES, > 28' - 32' DEPTH 1.000 EACH


611-07.02 STEEL BAR REINFORCEMENT (PIPE ENDWALLS) 1,019.000 LB.
























703-02 CEMENT CONCRETE DITCH PAVING (REINFORCED) 8.000 C.Y.








705-11.03 SINGLE GUARDRAIL (TYPE 2) (POWDER COATED) 407.000 L.F.

705-11.13 GUARDRAIL TERMINAL (TYPE 21)(POWDERCOATED)

1.000 EACH


706-10.26 ROUNDED END ELEMENT 3.000 EACH


707-10.01 ROCKFALL FENCE (TYPE I) 350.000 L.F.



709-05.06 MACHINED RIP-RAP (CLASS A-1) 3,493.000 TON

709-05.08 MACHINED RIP-RAP (CLASS B) 8,791.000 TON

709-05.09 MACHINED RIP-RAP (CLASS C) 7,099.000 TON



















713-15.02 REMOVAL & RELOCATION OF SIGN & SUPPORT 2.000 EACH



713-16.35 SIGNS (DESCRIPTION) (DO NOT MOW) 13.000 EACH




34.000 S.Y.



67.000 EACH

716-02.07 PLASTIC PAVEMENT MARKING (24" BARRIER LINE) 220.000 L.F.



716-04.14 PLASTIC PAVEMENT MARKING (LANE REDUCTIONARROW)

2.000 EACH


716-05.02 PAINTED PAVEMENT MARKING (8" BARRIER LINE) 11,600.000 L.F.

716-05.05 PAINTED PAVEMENT MARKING (STOP LINE) 1,000.000 L.F.

716-05.06 PAINTED PAVEMENT MARKING (TURN LANEARROW)

10.000 EACH

716-05.09 PAINTED PAVEMENT MARKING(STRAIGHT-TURNARROW)

4.000 EACH

716-05.11 PAINTED PAVEMENT MARKING(STRAIGHT ARROW) 4.000 EACH


17.500 L.M.


350.000 L.F.


200.000 L.F.





730-01.08 SCHOOL SPEED LIMIT FLASHING SIGNALINSTALLED

2.000 EACH



5.000 EACH





730-09.01 SPAN WIRE ASSEMBLY(____LBS.MIN.BRKSTRENGTH) ( 28,475 LBS.MIN.BRK STRENGTH)

690.000 L.F.

730-10.01 TETHER WIRE ASSEMBLY - 1/4" DIAMETER 690.000 L.F.





4.000 EACH


730-14.02 SAW SLOT 1,738.000 L.F.

730-14.03 LOOP WIRE 4,296.000 L.F.



730-23.01 STEEL STRAIN POLE (SIGNAL SUPPORT) 3.000 EACH

730-23.02 STEEL STRAIN POLE (DESCRIPTION) (SIGNALSUPPORT)

1.000 EACH






14,000.000 L.F.








802-02.30 CUTTINGS: SALIX NIGRA (18IN-24IN LENGTH) 83.000 EACH

802-02.31 CUTTINGS: SALIX SERICEA (18IN-24IN) 83.000 EACH

802-02.32 CUTTINGS: CORNUS AMOMUM (18IN-24IN) 87.000 EACH

802-02.33 CUTTINGS: SAMBUCUS CANADENSIS (18IN-24IN) 87.000 EACH

802-02.34 CUTTINGS: SALIX INTERIOR (18IN-24IN) 123.000 EACH

802-02.35 CUTTINGS: CEPHALANTHUS OCCIDENTALIS(18IN-24IN)

123.000 EACH

802-11.04 ACER SACCHARUM (SUGAR MAPLE 2-5FT CNTNRGRWN)

24.000 EACH

802-11.11 CERCIS CANADENSIS (REDBUD 2-5FT CNTNRGRWN)

45.000 EACH

802-11.12 CORNUS FLORIDA (FLOWERING DOGWOOD 2-5FTCNTNR GRWN)

45.000 EACH

802-11.16 FRAXINUS PENNSYLVANICA (GREEN ASH 2-5FTCNTNR GRWN)

4.000 EACH

802-11.26 PLATANUS OCCIDENTALIS (SYCAMORE 2-5FTCNTNR GRWN)

4.000 EACH

802-11.40 SALIX NIGRA (BLACK WILLOW 2-5FT CNTNR GRWN) 4.000 EACH

802-11.44 ULMUS AMERICANA (AMERICAN ELM 2-5FT CNTNRGRWN)

4.000 EACH

802-11.62 CORNUS ALTERNIFOLIA (ALTERNATE LEAFDGWOOD 2-5FT CNTNR GRWN)

25.000 EACH

802-11.66 PRUNUS ANGUSTIFOLIA (CHICKASAW PLUM 2-5FTCNTNR GRWN)

45.000 EACH

802-12.03 ACER SACCHARINUM (SILVER MAPLE SEEDLNGB.R.)

4.000 EACH

802-12.06 ASIMINA TRILOBA (PAWPAW SEEDLNG B.R.) 20.000 EACH

802-12.16 FRAXINUS PENNSYLVANICA (GREEN ASHSEEDLNG B.R.)

4.000 EACH

802-12.40 SALIX NIGRA (BLACK WILLOW SEEDLNG B.R.) 4.000 EACH

802-12.65 MALUS ANGUSTIFOLIA (SOUTHERN CRABAPPLESEEDLING B.R.)

45.000 EACH



802-13.15 PHYSOCARPUS OPULIFOLIUS (NINEBARK) 2-5FTC.G.

45.000 EACH

802-13.53 CEPHALANTHUS OCCIDENTALIS (BUTTONBUSHSDLNG BARE ROOT)

4.000 EACH

802-13.56 HYDRANGEA QUERCIFOLIA (OAKLF HYDRANGEASDLNG BARE ROOT)

20.000 EACH

802-13.63 VACCINIUM STAMINEUM (DEERBERRY SDLNG B.R.) 45.000 EACH

802-13.67 RHODODENDRON CALENDULACEUM (FLAMINGAZALEA SDLING B.R.)

45.000 EACH

802-13.72 RHUS TYPHINA (STAGHORN SUMAC SDLING B.R.) 45.000 EACH


805-01.02 TURF REINFORCEMENT MAT (CLASS II) 24,537.000 S.Y.

805-01.03 TURF REINFORCEMENT MAT (CLASS III) 1,580.000 S.Y.

805-01.04 TURF REINFORCEMENT MAT (CLASS IV) 1,897.000 S.Y.



805-12.03 EROSION CONTROL BLANKET (TYPE III) 27,800.000 S.Y.

805-12.08 700 GRAM COIR FIBER EROSION BLANKET 3,820.000 S.Y.








790-22.01 1PH SGL PRIMARY SUPPORT 25KV 14.000 EACH

790-22.07 1PH DBL PTS ANGLE 25KV 1.000 EACH

790-22.10 1PH SUSPENSION ANGLE 25KV 1.000 EACH

790-22.11 1PH DDE ANGLE 25KV 5.000 EACH

790-22.12 1PH DEAD END MISC 25KV 1.000 EACH

790-22.13 1PH DEAD END 25KV 10.000 EACH

790-22.14 1PH DEAD END TAP 25KV 6.000 EACH



790-22.15 1PH DEAD END TAP W/ EXTENSION 25KV 18.000 EACH

790-22.16 1PH DDE TANGENT 25KV 5.000 EACH

790-22.18 1PH SGL DEAD END XARM 25KV 1.000 EACH

790-22.19 1PH CROSSARM DBL TANGENT 25KV 1.000 EACH

790-24.08 2PH DEAD END CROSSARM 25KV 3.000 EACH

790-26.03 3PH CROSSARM SGL LRG COND 25KV 1.000 EACH

790-26.07 3PH CROSSARM SGL LRG COND ON ST PL 25KV 69.000 EACH

790-26.15 3PH XARM DBL 10FT LRG COND SM ANGLE 25KV 27.000 EACH

790-26.16 3PH XARM FBRGLS LRG COND MED ANGLE 25KV 3.000 EACH

790-26.21 3PH VERTICAL DDE ANGLE 25KV 2.000 EACH

790-26.23 3PH VERTICAL DEAD END 25KV 1.000 EACH

790-26.26 3PH CROSSARM DEAD END 25KV 18.000 EACH

790-30.01 SECONDARY ASSEMBLIES SMALL ANGLE 17.000 EACH

790-30.03 SECONDARY ASSEMBLIES DEADEND 32.000 EACH

790-30.06 SECONDARY CONDUCTOR 6 AL DUPLEX 1,037.000 L.F.

790-30.13 SECONDARY CONDUCTOR 2 AL TRIPLEX 837.000 L.F.

790-31.03 SERVICE ASSEMBLY-MAST TYPE 10.000 EACH

790-32.01 DOWN GUY - THROUGH BOLT TYPE 80.000 EACH

790-32.02 DOWN GUY - THROUGH BOLT TYPE HEAVY DUTY 12.000 EACH

790-32.04 DOWN GUY - WRAP TYPE 23.000 EACH

790-32.07 OH GUY - THROUGH BOLT TYPE 1.000 EACH

790-32.08 OH GUY - THROUGH BOLT TYPE HEAVY DUTY 4.000 EACH

790-32.23 GUY GUARD 89.000 EACH

790-33.01 EXPANDING TYPE ANCHOR 6,000LB-8,000LB 102.000 EACH

790-40.02 OH COND 2 7/1 ACSR SPARATE 22,265.000 L.F.

790-40.03 OH COND 1/0 6/1 ACSR RAVEN 930.000 L.F.

790-40.06 OH COND 4/0 6/1 ACSR PENGUIN 322.000 L.F.

790-40.10 OH COND 336.4 26/7 ACSR LINNET 2,288.000 L.F.

790-40.18 OH COND 556.5 18/1 ACSR OSPREY 17,486.000 L.F.

790-40.24 OH COND 795 26/7 ACSR DRAKE 55,726.000 L.F.



790-41.49 UG SEC COND 4/0 AL TPLX 86.000 L.F.

790-42.12 CONDUIT - POLE MTD - 2IN SCH 80 PVC 3.000 L.F.

790-46.01 1PH TRANSFORMER 5.000 EACH

790-46.02 1PH TRANSFORMER CONV W/POLE MTD FUSE & LA 29.000 EACH

790-46.03 1PH TRANSFORMER CONV W/XARM MTD FUSE &LA

2.000 EACH

790-47.02 2PH XFMR BNK POLE MTD W/ FUSE/ARRESTERS 1.000 EACH

790-49.02 3PH XFMR BNK POLE MTD W/ FUSE/ARRESTERS 2.000 EACH

790-54.01 1.5KVA 1PH OH XFORMER 14 .4KV 120/240 11.000 EACH





790-61.01 1PH FUSE CUTOUT XARM MOUNT 25KV 16.000 EACH

790-61.02 1PH FUSE CUTOUT BRKT MOUNT 25KV 1.000 EACH

790-64.01 SEC MTG 1PH 120/240 VOLTS 4.000 EACH

790-65.06 LIGHTNING ARRESTER POLE MTD 18 KV 6.000 EACH

790-65.17 3PH CAPACITOR ASSEMBLY 25KV 4.000 EACH

790-68.10 MISCELLANEOUS ASSEMBLIES 1.000 EACH

790-68.12 LARGE BRACES 1.000 EACH

790-69.09 GND-ASSY GND ROD WITH ALUMINUM 123.000 EACH

790-69.22 POLE TOP PIN 2.000 EACH

790-69.23 PAIR OF 10IN OR THREE 6IN BELLS 7.000 EACH

790-69.29 SADDLE PIN 1.000 EACH

790-69.31 STICK PIN 1.000 EACH

790-69.32 ARM PIN 1.000 EACH

790-70.10 FLOOD LIGHT 36.000 EACH

790-98.01 REMOVE WIRE 121,257.000 L.F.

790-98.02 REMOVE POLES 138.000 EACH

790-98.03 REMOVE FRAMING/ASSOCIATED APPARATUS 276.000 EACH



791-03.01 <2IN HDPE GAS MAIN 990.000 L.F.

791-03.02 2IN HDPE GAS MAIN 7,725.000 L.F.

791-03.04 4IN HDPE GAS MAIN 4,220.000 L.F.

791-04.10 HDD <2IN PE PIPE - ROCK 110.000 L.F.

791-04.11 HDD 2IN PE PIPE - ROCK 45.000 L.F.


791-05.01 BORE/JACK 4IN - STEEL CASING PIPE - UNCON. 255.000 L.F.

791-06.02 CONNECT TO 2IN EX. PE MAIN 8.000 EACH


791-06.09 CONNECT TO __IN EX. PE MAIN (SEE PLANS) 1.000 EACH

791-07.01 2IN PE GAS VALVE ASSEMBLY 11.000 EACH


791-07.08 __IN PE GAS VALVE ASSEMBLY (SEE PLANS) 1.000 EACH

791-10.10 RETIRE GAS MAIN (1) LS




793-01.40 ANCHOR 3/4IN 69.000 EACH

793-01.41 ANCHOR 1IN 3.000 EACH

793-02.08 GUY WIRE 10M OR 3/8IN 91.000 EACH

793-02.92 OVERHEAD GUY WIRE (DESCRIPTION) (SEE PLANS) 9.000 EACH

793-03.01 25 PAIR GROUP AERIAL SPLICE 2,666.000 EACH

793-03.03 10M STRAND 36,797.000 L.F.

793-03.11 25 PAIR CABLE 557.000 L.F.

793-03.12 50 PAIR CABLE 1,276.000 L.F.

793-03.14 100 PAIR CABLE 1,196.000 L.F.

793-03.16 200 PAIRCABLE 11,186.000 L.F.

793-03.18 400 PAIR CABLE 990.000 L.F.

793-03.19 600 PAIR CABLE 990.000 L.F.

793-03.41 AERIAL CABLE (DESCRIPTION) 6,305.000 L.F.



793-04.01 RELASH/DELASH CABLE 900.000 L.F.

793-04.02 2 PAIR AERIAL DROP 5,357.000 L.F.

793-04.06 READY ACCESS CLOSURE 63.000 EACH

793-04.07 AERIAL SPLICE CLOSURE 12.000 EACH

793-04.08 TRANSFER AERIAL CABLE 23.000 EACH

793-04.09 TRANSFER AERIAL DROP 51.000 EACH

793-04.25 HOT SPLICE EXISTING CABLES 3,495.000 EACH

793-07.01 12 FIBER (MATERIAL ONLY) 18,555.000 L.F.

793-07.07 144 FIBER(MATERIAL ONLY) 12,532.000 L.F.

793-07.16 12-96 FIBER(INSTALLATION ONLY) 17,235.000 L.F.

793-07.17 108-144 FIBER(INSTALLATION ONLY) 18,691.000 L.F.

793-07.22 FIBER SPLICE-12 FIBER RIBBON 10.000 EACH

793-07.23 FIBER OPTIC MAINTENANCE LOOP 46.000 EACH

793-07.25 SINGLE FIBER OPTIC CABLE SPLICE 36.000 EACH

793-07.26 120 FIBER(MATERIAL ONLY) 6,159.000 L.F.

793-07.41 HOT SPLICE EXISTING FIBER CABLES 756.000 EACH

793-09.01 25 PAIR BURIED CABLE 50.000 L.F.


793-09.08 400 PAIR BURIED CABLE 1,170.000 L.F.

793-10.02 BURIED CABLE @ 36IN DEPTH 1,170.000 L.F.




793-11.13 BURIED RISER GUARD 9.000 EACH

793-12.02 REARRANGEMENT EXISTING CABLE 3.000 EACH



793-98.01 REMOVE AERIAL CABLE AND WIRE 52,733.000 L.F.

793-98.04 REMOVE POLES ALL SIZES 60.000 EACH

793-98.08 REMOVE ANCHOR (ANY SIZE) 51.000 EACH



793-98.21 TRIM UTILITY RIGHT-OF-WAY 25,748.000 L.F.

795-01.05 8IN DIP RESTRAINED JOINT WATER LINE 1,712.000 L.F.

795-01.06 8IN DIP SLIP JOINT WATER LINE 439.000 L.F.














795-07.32 INSERTION VALVE (8IN) 5.000 EACH





795-09.04 2IN WATER SERVICE METER ASSEMBLY 1.000 EACH

795-09.09 RELOCATE/RECONNECT SERVICE ASSEMBLY 5.000 EACH

795-09.10 SAMPLE TAP 1.000 EACH

795-09.19 3/4IN PVC SERVICE PIPE 100.000 L.F.

795-09.21 1-1/2IN PVC SERVICE PIPE 1,240.000 L.F.


795-10.01 3/4IN AUTO AIR RELEASE VALVE ASSEMBLY 7.000 EACH

795-10.03 1IN AUTO AIR RELEASE VALVE ASSEMBLY 1.000 EACH





795-11.04 RELOCATE FIRE HYDRANT 1.000 EACH

795-12.01 REMOVE FIRE HYDRANT 6.000 EACH

795-13.01 DI FITTINGS 9,900.000 LB.

795-14.05 CONCRETE ENCASEMENT 105.000 L.F.

795-15.02 12IN STEEL CASING PIPE OPEN CUT METHOD 30.000 L.F.



797-01.02 6IN DIP FORCE MAIN 360.000 L.F.

797-03.03 1-1/2IN PVC FORCE MAIN 10.000 L.F.

797-03.08 6IN PVC FORCE MAIN 273.000 L.F.

797-10.17 CONNECT TO 6IN FORCE MAIN 2.000 EACH





202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(21' x 40' BRIDGE, STA. 39+24)

(1) LS


203-03 BORROW EXCAVATION (UNCLASSIFIED) 766.000 C.Y.


203-06 WATER 15.000 M.G.

204-08 FOUNDATION FILL MATERIAL 87.000 C.Y.





209-09.02 TEMPORARY SEDIMENT FILTER BAG (14'6" X 2'0" X13'3")

2.000 BAG



303-01.01 GRANULAR BACKFILL (ROADWAY) 720.000 TON



184.000 TON




403-02 ASPHALT CEMENT FOR TACK COAT (TC) 1.000 TON



1.000 L.M.

604-02.01 CLASS A CONCRETE (BOX BRIDGES) 299.000 C.Y.

604-02.02 STEEL BAR REINFORCEMENT (BOX BRIDGES) 56,631.000 LB.




701-02 CONCRETE DRIVEWAY 1,611.000 S.F.

705-01.04 METAL BEAM GUARD FENCE 88.000 L.F.






709-05.06 MACHINED RIP-RAP (CLASS A-1) 2,062.000 TON








713-16.20 SIGNS (DESCRIPTION) (OFFSET CROSSROAD,TN-27A)

1.000 EACH

713-16.21 SIGNS (DESCRIPTION) (CURVE SYMBOL RIGHT,W1-2R)

1.000 EACH

713-16.22 SIGNS (DESCRIPTION) (36" STOP R1-1) 2.000 EACH




1.000 L.M.





740-10.04 GEOTEXTILE (TYPE IV)(STABILIZATION) 908.000 S.Y.


78.000 L.F.




801-01.34 GRASS SEED MIX (RIPZN/FLPL) 2.000 UNIT




805-12.02 EROSION CONTROL BLANKET (TYPE II) 439.000 S.Y.

791-03.02 2IN HDPE GAS MAIN 380.000 L.F.




793-04.25 HOT SPLICE EXISTING CABLES 1,802.000 EACH

793-07.01 12 FIBER (MATERIAL ONLY) 1,570.000 L.F.

793-07.25 SINGLE FIBER OPTIC CABLE SPLICE 8.000 EACH

793-07.41 HOT SPLICE EXISTING FIBER CABLES 16.000 EACH


793-09.09 600 PAIR BURIED CABLE 1,470.000 L.F.

793-10.08 BURIED CABLE @___IN DEPTH 1,570.000 L.F.

793-11.01 25 GROUP BURIED SPLICE 900.000 EACH


793-11.13 BURIED RISER GUARD 1.000 EACH

793-11.14 2 PAIR BURIED DROP 100.000 L.F.

793-12.02 REARRANGEMENT EXISTING CABLE 1.000 EACH

793-98.06 REMOVE PEDESTALS 2.000 EACH



795-02.04 6IN HDPE WATER LINE 300.000 L.F.

795-05.05 HDD 10IN HDPE CASING PIPE-UNCON 270.000 L.F.



795-07.30 INSERTION VALVE (4IN) 1.000 EACH



795-09.10 SAMPLE TAP 1.000 EACH

795-10.01 3/4IN AUTO AIR RELEASE VALVE ASSEMBLY 1.000 EACH


795-13.01 DI FITTINGS 1,200.000 LB.

795-13.02 HDPE FITTINGS 60.000 LB.





500.000 TON


405-01.01 BITUMINOUS MATERIAL (BSC) 57.000 TON

405-01.02 MINERAL AGGREGATE (BSC) 435.000 TON



5.000 L.M.












5.000 L.M.



Contract ID CNP267 - STEWART









29.000 TON


19.000 TON















712-09.04 REMOVABLE PAVEMENT MARKING (STOP LINE) 52.000 L.F.





Contract ID CNP267 - STEWART









202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(BR. NO. 81 - SR233-6.67)

(1) LS




604-10.05 CONCRETE 11.000 S.F.

604-10.50 BRIDGE DECK REPAIRS (PARTIAL DEPTH OF SLAB) 3.000 S.Y.




617-04.02 TYPE 2 THIN EPOXY OVERLAY (LOW-MOD EPOXY) 630.000 S.Y.

709-01.01 RUBBLE STONE RIP-RAP 25.000 C.Y.

Contract ID CNP266 - SULLIVAN



202-03.01 REMOVAL OF ASPHALT PAVEMENT 2,094.000 S.Y.



203-06 WATER 21.000 M.G.

203-07 FURNISHING & SPREADING TOPSOIL 52.000 C.Y.

204-08.01 BACKFILL MATERIAL (FLOWABLE FILL) 2.000 C.Y.





187.000 TON


291.000 TON





411-04 CRACK SEALANT 750.000 LB.



2,527.000 S.Y.

502-04.01 SAWING CONCRETE PAVEMENT (FULL DEPTH) 40.000 L.F.

502-04.03 TRANSVERSE TIE-BARS 1,500.000 EACH

502-08.01 RESEALING JOINTS (HOT POURED ELASTIC) 3,236.000 L.F.



705-02.03 SINGLE GUARDRAIL (TYPE 2) LONG POST 101.000 L.F.






705-10.29 VERTICAL CONCRETE BARRIER WALL FOR BRIDGEPIERS

179.000 L.F.


710-02 AGGREGATE UNDERDRAINS (WITH PIPE) 406.000 L.F.

710-05 LATERAL UNDERDRAIN 70.000 L.F.

710-06.15 LATERAL UNDERDRAIN ENDWALL (6:1) 2.000 EACH










1,550.000 L.F.

712-09.30 REMOVABLE BLACK-OUT TAPE (6") 1,550.000 L.F.


3.000 C.Y.


602.000 LB.

713-02.04 DELINEATOR (MILE MARKER) & STEEL POST 3.000 EACH

713-02.15 FLEXIBLE DELINEATOR (YELLOW) 22.000 EACH


2,049.000 LB.


713-11.03 2 1/2" DIA ROUND STEEL TUBE SIGN POST 178.000 LB.


713-11.23 ROUND POST SLIP BASE 4.000 EACH





713-14 EXTRUDED ALUMINUM PANEL SIGNS 75.000 S.F.


714-06.04 CABLE (1/C # 8 AWG) 375.000 L.F.

714-09.04 LUMINAIRES (400 WATT) 2.000 EACH

714-25 ELECTRICAL CONNECTION 1.000 EACH



8.000 S.Y.



18.000 EACH



4.000 EACH

716-05.49 PAINTED PAVEMENT MARKINGS(8" LINE) 1.000 L.M.

716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 400.000 L.F.


518.000 L.F.



730-01.03 MODIFICATION OF EXISTING TRAFFIC SIGNALEQUIPMENT

1.000 EACH


730-02.30 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (130 A3WITH BACKPLATE)

4.000 EACH

730-02.31 SIGNAL HEAD ASSEMBLY (DESCRIPTION) (130POLE MOUNTED)

1.000 EACH






730-08.30 INTERCONNECT CABLE (COPPER-TWISTED PAIR) 646.000 L.F.






730-13.01 VEHICLE LOOP DETECTOR (SHELF MOUNT) 9.000 EACH


730-14.02 SAW SLOT 538.000 L.F.

730-14.03 LOOP WIRE 1,542.000 L.F.

730-14.11 PREFORMED DETECTION LOOP(DESCRIPTION) (6'X 50' QUADRAPOLE)

2.000 EACH

730-14.12 PREFORMED DETECTION LOOP(DESCRIPTION) (6'X 50')

1.000 EACH



730-18.01 MASTER CONTROLLER 1.000 EACH


1.000 EACH


1.000 EACH




320.000 L.F.





Contract ID CNP256 - SUMNER




202-02.01 REMOVAL OF PIPE (SIZE ,STA.) (30" ,STA. 133+90) 40.000 L.F.

202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(9' X 6.2' CONCRETE BOX, STA. 127+00)

(1) LS

202-13.01 WELL ABANDONMENT (DESCR) (STA. 142+57) (1) LS












209-08.05 ENHANCED SILT FENCE CHECK (V-DITCH) 4.000 EACH



209-09.01 SANDBAGS 3,200.000 BAG


209-10.01 TEMPORARY DEWATERING STRUCTURE 60.000 C.Y.









4,588.000 TON


110.000 TON

307-01.03 AGGREGATE (BPMB-HM) GRADING A-S MIX 3,271.000 TON


3,004.000 TON


617.000 TON

307-02.02 ASPHALT CEMENT (PG70-22)(BPMB-HM) GRADINGA-S

16.000 TON



404.000 TON








0.200 L.M.

415-01.01 COLD PLANING BITUMINOUS PAVEMENT 493.000 TON


604-01.02 STEEL BAR REINFORCEMENT (ROADWAY) 33,636.000 LB.

604-04.04 BRIDGE END DRAINS(4'X8') 2.000 EACH

604-10.51 SCARIFYING 6,600.000 S.Y.





610-07.03 18" PIPE DRAIN (BRIDGE DRAIN) 37.000 L.F.


























709-05.09 MACHINED RIP-RAP (CLASS C) 2,265.000 TON












5.000 C.Y.


1,153.000 LB.


133.000 LB.




713-11.23 ROUND POST SLIP BASE 4.000 EACH






200.000 S.Y.



22.000 EACH




6.000 EACH






4.000 EACH



730-03.23 INSTALL PULL BOX (FIBER OPTIC-TYPE A) 6.000 EACH














3.000 EACH


730-14.02 SAW SLOT 1,335.000 L.F.

730-14.03 LOOP WIRE 3,676.000 L.F.



730-23.30 PEDESTAL POLE (DESCRIPTION) (PEDESTRIANSIGNAL SUPPORT)

8.000 EACH


2.000 EACH


1.000 EACH


730-26.11 COUNTDOWN PED SGNL HEAD W/AUDIBLE PUSHBUTTON & 15IN SIGN

8.000 EACH




801-01.02 CROWN VETCH MIXTURE (WITH MULCH) 88.000 UNIT


801-02.08 TEMPORARY SEEDING (WITHOUT MULCH) 10.000 UNIT







204-02.01 DRY EXCAVATION (BRIDGES) 479.000 C.Y.

204-03.01 WET EXCAVATION (BRIDGES) (BRIDGES) 242.000 C.Y.



204-10.01 FOUNDATION PREPARATION(PR NO. ,STA )(PIER NO. 1 - STA. 134+87.75)

(1) LS

204-10.02 FOUNDATION PREPARATION(PR NO. ,STA )(PIER NO. 2 - STA. 135+67.75)

(1) LS







604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) 1,394.000 S.Y.




615-01.03 PRESTRESSED CONCRETE I-BEAM (TYPE III) 2,244.000 L.F.

620-05 CONCRETE PARAPET WITH STRUCTURAL TUBING 464.000 L.F.

625-02.01 DRILLED SHAFT-SOIL (DIA.) 104.000 V.F.

625-02.13 DRILLED SHAFT-ROCK (DIA.) 127.000 V.F.


238.000 L.F.


791-01.04 4IN STEEL GAS MAIN 1,800.000 L.F.

791-04.53 HDD 4IN POWERCRETE COATED STEEL GAS MN 175.000 L.F.





791-09.07 RESTORE GRAVEL 20.000 S.Y.

791-10.05 RETIRE IN PLACE 4IN SERV CUT & PLUG 1.000 EACH


795-01.14 16IN DIP SLIP JOINT WATER LINE 600.000 L.F.











795-13.01 DI FITTINGS 1,200.000 LB.

795-14.02 CLASS B CONCRETE 25.000 C.Y.

795-14.10 RESTORE GRAVEL 20.000 S.Y.


Contract ID CNP269 - TROUSDALE



203-02 BORROW EXCAVATION (SOLID ROCK) 800.000 C.Y.

203-30.01 ROADWAY APPROACHES (1) LS

203-50 CONSTRUCTION OF HAUL ROAD (1) LS








179.000 TON























202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(PARTIAL, BR. NO. 85-SR260-05.58)

(1) LS


204-04.10 STRUCTURE EXCAVATION UNCLASSIFIED 30.000 C.Y.


204-10.05 FOUNDATION PREPARATION(PR NO. ,STA )(PIER NO. 1)

(1) LS

204-10.06 FOUNDATION PREPARATION(PR NO. ,STA )(PIER NO. 2)

(1) LS









1,013.000 S.Y.

604-05.31 BRIDGE DECK GROOVING (MECHANICAL) 787.000 S.Y.

604-10.05 CONCRETE 10.000 S.F.

604-10.14 REMOVE EXISTING WEARING SURFACE (1) LS











156.000 L.F.



200.000 L.F.

Contract ID CNP161 - WARREN





411-12.01 SCORING SHOULDERS (CONTINUOUS) (16INWIDTH)

6.700 L.M.


6.700 L.M.






706-05 GUARDRAIL ADJUSTMENT 775.000 L.F.







713-16.05 RAILROAD CROSS-BUCK SIGN & SUPPORT 2.000 EACH

713-16.09 RAILROAD ADVANCE WARNING SIGN ANDSUPPORT

4.000 EACH



716-01.30 REMOVAL OF SNOWPLOWABLE REFLECTIVEMARKER

750.000 EACH


626.000 S.Y.

716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) 1,084.000 L.F.


52.000 EACH

Contract ID CNP161 - WARREN






2.000 EACH



2.000 EACH



34.000 L.M.


575.000 L.F.


730-14.02 SAW SLOT 7,200.000 L.F.

730-14.03 LOOP WIRE 18,200.000 L.F.

Contract ID CNP241 - WASHINGTON



411-01.07 ACS MIX (PG64-22) GRADING E SHOULDER 1,044.000 TON


705-04.21 GUARDRAIL DELINEATION ENHANCEMENT 3,000.000 L.F.



713-02.20 ROADSIDE OBSTACLE DELINEATION 25.000 S.F.


713-16.20 SIGNS (DESCRIPTION) (OM3) 26.000 EACH



713-16.23 SIGNS (DESCRIPTION) (S3-1) 1.000 EACH

713-16.24 SIGNS (DESCRIPTION) (W1-1L) 3.000 EACH





713-16.29 SIGNS (DESCRIPTION) (W1-10L) 6.000 EACH


713-16.31 SIGNS (DESCRIPTION) (W1-10aL) 1.000 EACH

713-16.32 SIGNS (DESCRIPTION) (W1-10aR) 1.000 EACH

713-16.33 SIGNS (DESCRIPTION) (W1-10d) 7.000 EACH



713-16.50 REMOVE AND REPLACE SIGN (DESCRIPTION)(W1-2L)

1.000 EACH

713-16.51 REMOVE AND REPLACE SIGN (DESCRIPTION)(W1-2R)

1.000 EACH

713-16.52 REMOVE AND REPLACE SIGN (DESCRIPTION)(W1-5)

2.000 EACH

Contract ID CNP241 - WASHINGTON



52.000 EACH


2.000 EACH


9.000 EACH

713-16.56 REMOVE AND REPLACE SIGN (DESCRIPTION)(W4-4P)

2.000 EACH


2.000 EACH


1.000 EACH

713-16.59 REMOVE AND REPLACE SIGN (DESCRIPTION)(W13-1P)

18.000 EACH


2.000 EACH






Contract ID CNP255 - WILLIAMSON




200.000 TON


100.000 TON













30.000 S.Y.



12.000 EACH



10.400 L.M.



604-10.44 EXPANSION JOINT REPAIRS 142.000 L.F.

604-10.50 BRIDGE DECK REPAIRS (PARTIAL DEPTH OF SLAB) 10.000 S.Y.

617-04.01 TYPE 1 THIN EPOXY OVERLAY (EPOXY-URETHANE) 1,706.000 S.Y.









22.000 TON


16.000 TON





0.200 L.M.





















713-16.20 SIGNS (DESCRIPTION) (0M3-L) 4.000 EACH

713-16.21 SIGNS (DESCRIPTION) (0M3-R) 4.000 EACH



0.200 L.M.






201-07.01 REMOVAL AND DISPOSAL OF BRUSH & TREES (1) LS

202-04.01 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(BR. NO. 94-SR11-0.59)

(1) LS

202-04.02 REMOVAL OF STRUCTURES (DESCRIPTION, STA.)(BR. NO. 94-SR11-0.87)

(1) LS

204-11 BRIDGE EXCAVATION (UNCLASSIFIED) 96.000 C.Y.








604-04.01 APPLIED TEXTURE FINISH (NEW STRUCTURES) 400.000 S.Y.


220.000 S.Y.

604-05.31 BRIDGE DECK GROOVING (MECHANICAL) 590.000 S.Y.

604-10.05 CONCRETE 10.000 S.F.








620-10.01 CONCRETE PARAPET (BRIDGERAILREPLACEMENT)

66.000 L.F.


110.000 L.F.

Contract ID CNP252 - WILSON




202-02.19 REMOVAL OF PIPE (SIZE ,STA.) (15" CMP, STA.08+25.00)

20.000 L.F.

202-08.15 REMOVAL OF CURB AND GUTTER (DESCRIPTION)(TYPE B)

45.000 L.F.


203-07 FURNISHING & SPREADING TOPSOIL 250.000 C.Y.



209-08.04 TEMPORARY ENHANCED SILT FENCE 1,362.000 L.F.



209-40.34 CATCH BASIN PROTECTION (TYPE E) 1.000 EACH



30.000 TON


20.000 TON






607-37.02 18" CORRUGATED METAL PIPE CULVERT 10.000 L.F.

611-01.21 REWORK MANHOLE 1.000 EACH

611-09.02 REWORK CATCHBASIN 2.000 EACH














713-99.91 SIGNS (1) LS



3.000 EACH


1.000 EACH


4.000 EACH

716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) 400.000 L.F.



730-02.01 SIGNAL HEAD ASSEMBLY (110) 2.000 EACH



1.000 EACH




730-05.03 SERVICE CABLE (DESCRIPTION) (#2 AWG) 845.000 L.F.








730-13.01 VEHICLE LOOP DETECTOR (SHELF MOUNT) 12.000 EACH

730-13.02 VEHICLE DETECTOR (VIDEO) 1.000 EACH


730-14.02 SAW SLOT 1,270.000 L.F.

730-14.03 LOOP WIRE 3,350.000 L.F.



730-16.03 CONTROLLER (FLASHING BEACON) 1.000 EACH

730-22.02 GUYING DEVICE (ANGLE ANCHOR) 6.000 EACH




1.000 EACH


1.000 EACH

740-11.02 TEMPORARY SEDIMENT TUBE 12IN (DESCRIPTION)(SLOPES)

500.000 L.F.







500.000 TON




7.900 L.M.






706-06.03 RADIUS RAIL 100.000 L.F.









7.800 L.M.



Documents

Estimated Quantities -- Letting August 28, 2015 … Quantities -- Letting August 28, 2015 Quantities shown are for information only and should not be used for bidding purposes. The