Report_Id:ESTIMATE FINAL updated 6-26-09

Date:12/02/2013

COMMONWEALTH OF KENTUCKY

TRANSPORTATION CABINET


Contract ID 081022 Estimate Number 0065 Estimate Type  FINAL
District Office LOUISVILLE (05340)  Bailey, Kevin J.

Contractor HALL CONTRACTING OF KENTUCKY INC ADDR SN 0 VC Code VC0000113967
3800 CRITTENDEN DR
LOUISVILLE , KY , 40209-1124
Pay Period 06/06/2012  TO  08/30/2013
Date Approved 12/02/2013
Primary Proj Number DE05602640801
Project No. NH 264-1(160), IM 264-1(161), STPM 8707 (024)
Primary County JEFFERSON
Name of Road WATTERSON EXPWY (I-264).-WESTPORT ROAD (KY 1447)
Description WATTERSON EXPWY.-WESTPORT ROAD I-CHANGE AND WESTPORT ROAD TO HUBBARDS LANE WITH AUX. LANE ON I-264 EB AT US 42
     
     
Date Let 08/29/2008 Formal Acceptance 07/15/2011
Date Awarded 09/05/2008 Date Work Began 09/29/2008
Date Contract Executed 09/19/2008 Open To Traffic 07/15/2011
Date NTP Issued 09/19/2008 Actual Completion Date 07/15/2011

Current Contract Amount

$51,903,913.65

Total to Date

Prev to Date

This Estimate

Original Amount

$46,366,164.00

Total Earnings

$50,004,042.71

$49,943,473.64

$60,569.07

Percent Complete

96.30

Stockpiled Materials

$0.00

$16,361.39

$-16,361.39

Funds Available

$1,920,841.23

Gross Earnings

$50,004,042.71

$49,959,835.03

$44,207.68

Total Change Orders

$5,537,749.65

Other Adjustments

$0.00

$0.00

$0.00

TOTAL

$49,983,072.42

$49,938,864.74

$44,207.68

Contract Id 081022

Change Order Summary

County JEFFERSON
Estimate Nbr 0065 Project Number NH 264-1(160), IM 264-1(161), STPM 8707 (024)
Contractor HALL CONTRACTING OF KENTUCKY INC Period 06/06/2012  TO  08/30/2013
 
 
CHANGE ORDERS HISTORY  
CHANGE ORDER NBR DESCRIPTION STATUS APPROVAL DATE TOTAL CO AMOUNT CONTRACT TIME ADJUSTED
001 Environmental, Unsuitable Material, and Phasing Approved 02/18/2009 $775,964.72 7.0
002 Value Engineering Proposal, Drainage and Utility Conflicts Approved 05/13/2009 $18,325.18 0.0
003 Acceleration and Utility Issues Approved 07/14/2009 $799,788.81 0.0
004 Waterline, Signing, 1447 Undercut Approved 10/19/2009 $1,080,224.37 0.0
005 Culvert Pipe Modifications Approved 03/04/2010 $82,001.00 0.0
006 Liquidated Damages Override Approved 01/19/2010 $0.00 0.0
007 Drainage Structures, Ditch Clearing, Claim Settlement, etc. Approved 09/08/2010 $269,128.25 0.0
008 Various Cost Plus and Items to complete contract. Approved 06/08/2011 $112,317.32 440.0
009 Administrative Settlement Approved 05/31/2012 $2,400,000.00 0.0
010 Non Spec Material Override Approved 06/21/2013 $0.00 0.0
 
 
 
 

CONTRACT ADJUSTMENTS HISTORY

Contract Adjustments

 

 

Adjustment Description

Est No

Adjustment Amount

LIQUIDATED DAMAGES

0031

$-110,000.00

LIQUIDATED DAMAGES

0032

$-130,000.00

LIQUIDATED DAMAGES

0033

$-80,000.00

LIQUIDATED DAMAGES

0034

$320,000.00

Line Item Adjustments History
PROJECT ITEM NBR DESCRPITION TYPE EST NO

ADJ QUANTITY

UNIT PRICE

ADJUSTED AMOUNT

DE05602640801 2380 DEMOBILIZATION OTHER 0020

0.00

$0.00

$-29,479.32

DE05602640822 0790 FUEL ADJUSTMENT OTHER 0020

0.00

$0.00

$26,657.26

DE05602640822 0800 ASPHALT ADJUSTMENT OTHER 0020

0.00

$0.00

$2,822.06

DE05614470822 0030 CL3 ASPH BASE 1.00D PG64-22 NON-SPEC MATERIAL DEDUCTION 0023

-345.19

$60.75

$-20,970.29

DE05602640801 2380 DEMOBILIZATION OTHER 0064

0.00

$0.00

$-3,834.60

DE05602640822 0800 ASPHALT ADJUSTMENT OTHER 0064

0.00

$0.00

$3,834.60

Contract Id 081022

COMMONWEALTH OF KENTUCKY

County JEFFERSON
Contract No

TRANSPORTATION CABINET

Primary Project Number DE05602640801
Estimate Nbr 0065 Period 06/06/2012  TO  08/30/2013
Contractor HALL CONTRACTING OF KENTUCKY INC
 
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0001 ROADWAY
LINE ITEM NUMBER ITEM DESCRIPTION ITEM NO. UNIT PLAN QTY CURRENT QUANTITY QUANTITY PAID THIS EST QUANTITY PAID PREV. EST QUANTITY PAID TO DATE UNIT PRICE AMOUNT PAID THIS EST AMOUNT PAID TO DATE
0010 DGA BASE ALT 1- ASPH 00001 TON 28,183.00 28,183.000 -58.090 31,556.030 31,497.940 15.00 -871.35 472,469.10
0030 DRAINAGE BLANKET-TYPE II-ASPH ALT 1- ASPH 00018 TON 19,437.00 19,437.000 -959.190 22,897.850 21,938.660 49.25 -47,240.10 1,080,479.00
0050 JPC PAVEMENT DRAINAGE BLANKET ALT 1- ASPH 00022 TON 240.00 240.000 236.920 236.920 20.00 4,738.40
0070 ASPHALT SEAL AGGREGATE ALT 1- ASPH 00100 TON 6.00 6.000 0.000 0.000 150.00 0.00
0090 CL3 ASPH BASE 1.50D PG64-22 ALT 1- ASPH 00205 TON 26,745.00 26,745.000 19,381.050 19,381.050 57.75 1,119,255.63
0110 CL4 ASPH BASE 1.50D PG64-22 ALT 1- ASPH 00208 TON 45,554.00 45,554.000 47,498.660 47,498.660 57.75 2,743,047.61
0150 CL3 ASPH BASE 1.00D PG64-22 ALT 1- ASPH 00214 TON 4,085.00 4,085.000 811.700 3,410.090 4,221.790 60.75 49,310.77 256,473.74
0190 EMULSIFIED ASPHALT RS-2 ALT 1- ASPH 00291 TON 0.72 0.720 20.260 20.260 900.00 18,234.00
0230 CL3 ASPH SURF 0.38D PG64-22 ALT 1- ASPH 00339 TON 1,333.00 1,333.000 -114.180 1,289.070 1,174.890 76.25 -8,706.22 89,585.36
0240 CL4 ASPH SURF 0.38A PG64-22 ALT 1- ASPH 23128ES403 TON 4,038.00 4,038.000 4,954.610 4,954.610 76.25 377,789.01
0260 ASPHALT CURING SEAL ALT 1- ASPH 00358 TON 64.00 64.000 6.000 6.000 550.00 3,300.00
0280 STORM SEWER PIPE-15 IN 00521 LF 106.00 106.000 230.500 230.500 40.00 9,220.00
0290 STORM SEWER PIPE-18 IN 00522 LF 7,064.00 6,364.000 4,710.980 4,710.980 48.00 226,127.04
0300 STORM SEWER PIPE-24 IN 00524 LF 538.00 538.000 555.400 555.400 70.00 38,878.00
0310 STORM SEWER PIPE-36 IN 00528 LF 559.00 559.000 407.000 407.000 90.00 36,630.00
0320 STORM SEWER PIPE-18 IN EQUIV 00552 LF 94.00 94.000 243.800 243.800 55.00 13,409.00
0330 STORM SEWER PIPE-36 IN EQUIV 00558 LF 251.00 251.000 499.000 499.000 80.00 39,920.00
0340 PERFORATED PIPE-4 IN 01000 LF 10,176.00 10,176.000 8,815.000 8,815.000 4.40 38,786.00
0350 PERFORATED PIPE-6 IN 01001 LF 3,491.00 3,491.000 1,308.000 1,308.000 5.50 7,194.00
0360 REMOVE PIPE 01310 LF 3,391.00 3,391.000 274.000 274.000 10.00 2,740.00
0370 PLUG PIPE 01314 EACH 7.00 7.000 30.000 30.000 250.00 7,500.00
0380 SLOPED BOX OUTLET TYPE 1-18 IN 01433 EACH 2.00 2.000 1.000 1.000 1,015.00 1,015.00
0390 SLOPED BOX OUTLET TYPE 1-24 IN 01434 EACH 1.00 1.000 1.000 1.000 1,825.00 1,825.00
0400 CURB BOX INLET TYPE A 01456 EACH 13.00 13.000 13.000 13.000 2,500.00 32,500.00
0410 CURB BOX INLET TYPE B 01480 EACH 1.00 1.000 2.000 2.000 4,000.00 8,000.00
0420 DROP BOX INLET TYPE 1 01490 EACH 3.00 3.000 3.000 3.000 2,800.00 8,400.00
0430 DROP BOX INLET TYPE 5D 01511 EACH 1.00 1.000 1.000 1.000 2,800.00 2,800.00
0440 DROP BOX INLET TYPE 7 01538 EACH 1.00 1.000 1.000 1.000 4,800.00 4,800.00
0450 DROP BOX INLET TYPE 11 01544 EACH 1.00 1.000 2.000 2.000 1,800.00 3,600.00
0460 DROP BOX INLET TYPE 13G 01559 EACH 34.00 34.000 32.000 32.000 1,600.00 51,200.00
0470 DROP BOX INLET TYPE 13S 01568 EACH 2.00 2.000 1.000 1.000 3,000.00 3,000.00
0480 JUNCTION BOX-24 IN 01643 EACH 2.00 2.000 0.000 0.000 2,000.00 0.00
0490 JUNCTION BOX-30 IN 01644 EACH 1.00 1.000 0.000 0.000 2,200.00 0.00
0500 JUNCTION BOX TYPE A-34 (48 IN X 60 IN) 01650 EACH 1.00 1.000 4.000 4.000 2,000.00 8,000.00
0510 REMOVE CATCH BASIN 01706 EACH 4.00 4.000 6.000 6.000 300.00 1,800.00
0520 FILL AND CAP CATCH BASIN 01710 EACH 4.00 4.000 0.000 0.000 400.00 0.00
0530 SAFETY BOX INLET-24 IN SDB-1 01727 EACH 1.00 1.000 1.000 1.000 2,200.00 2,200.00
0540 CORED HOLE DRAINAGE BOX CON-4 IN 01740 EACH 117.00 117.000 14.000 14.000 60.00 840.00
0550 CORED HOLE DRAINAGE BOX CON-6 IN 01741 EACH 13.00 13.000 20.000 20.000 70.00 1,400.00
0560 MANHOLE TYPE A 01756 EACH 3.00 5.000 5.000 5.000 2,000.00 10,000.00
0570 MANHOLE TYPE B 01761 EACH 7.00 7.000 5.000 5.000 2,500.00 12,500.00
0580 MANHOLE TYPE C 01767 EACH 2.00 2.000 2.000 2.000 3,600.00 7,200.00
0590 ADJUST MANHOLE 01792 EACH 3.00 3.000 6.000 6.000 500.00 3,000.00
0600 STANDARD CURB AND GUTTER MOD 01811 LF 3,699.00 3,699.000 3,699.000 3,699.000 15.25 56,409.75
0610 STANDARD BARRIER MEDIAN TYPE 5 01923 SQYD 672.00 672.000 672.000 672.000 85.00 57,120.00
0620 DELINEATOR FOR BARRIER-WHITE 01984 EACH 217.00 217.000 483.000 483.000 6.00 2,898.00
0630 DELINEATOR FOR BARRIER-YELLOW 01985 EACH 409.00 409.000 958.000 958.000 6.00 5,748.00
0640 CONCRETE BARRIER WALL MOD 02000 LF 2,787.00 2,787.000 2,787.005 2,787.005 80.00 222,960.40
0650 RELOCATE TEMP CONC BARRIER 02003 LF 6,576.00 6,576.000 6,660.000 6,660.000 2.50 16,650.00
0660 BARRICADE-TYPE III 02014 EACH 2.00 2.000 9.000 9.000 200.00 1,800.00
0670 JPC PAVEMENT-11 IN ALT 1- ASPH 02071 SQYD 722.00 722.000 722.000 722.000 80.00 57,760.00
0690 JPC PAVEMENT-11 IN SHLD ALT 1- ASPH 02072 SQYD 473.00 473.000 577.390 577.390 80.00 46,191.20
0730 TEMP DITCH 02159 LF 3,822.00 3,822.000 400.000 400.000 1.00 400.00
0740 EXCAVATION 21554EN CUYD 68,473.00 71,473.000 80,277.940 80,277.940 9.00 722,501.46
0750 GRANULAR EMBANKMENT 02223 CUYD 9,928.00 9,928.000 3,992.870 3,992.870 24.00 95,828.88
0760 EMBANKMENT 21553EN CUYD 45,208.00 45,208.000 45,208.000 45,208.000 4.10 185,352.80
0770 WATER 02242 MGAL 250.00 250.000 0.050 0.050 0.01 0.00
0780 FENCE-TEMP 02259 LF 2,260.00 2,449.000 189.000 189.000 6.00 1,134.00
0790 FENCE-WOVEN WIRE TYPE 1 02262 LF 2,260.00 2,260.000 1,933.330 8,350.000 10,283.330 6.30 12,179.97 64,784.97
0800 GUARDRAIL END TREATMENT TYPE 1 02367 EACH 1.00 1.000 0.000 0.000 2,900.00 0.00
0810 REMOVE GUARDRAIL 02381 LF 2,195.00 2,195.000 5,254.500 5,254.500 2.00 10,509.00
0820 TEMP GUARDRAIL 02397 LF 5,340.00 5,340.000 5,000.000 5,000.000 12.00 60,000.00
0830 CHANNEL LINING CLASS II 02483 TON 62.00 62.000 42.510 42.510 30.00 1,275.30
0840 CHANNEL LINING CLASS III 02484 TON 101.00 101.000 151.520 151.520 35.00 5,303.20
0850 CLEARING AND GRUBBING 14.84 ACRES 02545 LS 1.00 1.000 1.000 1.000 220,000.00 220,000.00
0860 SIGNS 02562 SQFT 1,040.00 1,040.000 831.250 831.250 7.00 5,818.75
0870 PROJECT CPM SCHEDULE 02570 LS 1.00 1.000 0.250 0.750 1.000 10,000.00 2,500.00 10,000.00
0880 EDGE KEY 02585 LF 114.00 114.000 145.000 145.000 50.00 7,250.00
0890 HOOK BOLT WITH EXPAN ANCHOR 02587 EACH 203.00 203.000 396.000 396.000 10.00 3,960.00
0900 FABRIC GEOTEXTILE TY IV FOR PIPE 02600 SQYD 28,088.00 28,088.000 1,881.670 1,881.670 2.00 3,763.34
0910 REMOVE HEADWALL 02625 EACH 13.00 13.000 11.000 11.000 200.00 2,200.00
0920 MAINTAIN & CONTROL TRAFFIC WATTERSON 02650 LS 1.00 1.000 1.000 1.000 160,000.00 160,000.00
0930 DIVERSIONS (BY-PASS DETOURS) 02651 LS 1.00 1.000 1.000 1.000 720,000.00 720,000.00
0940 LANE CLOSURE 02653 EACH 2.00 3.000 21.000 21.000 2,500.00 52,500.00
0950 PORTABLE CHANGEABLE MESSAGE SIGN 02671 EACH 3.00 3.000 4.000 4.000 12,000.00 48,000.00
0960 SAFELOADING 02690 CUYD 695.00 695.000 7.000 7.000 0.01 0.07
0970 TEMP SILT FENCE 02701 LF 3,822.00 3,822.000 723.000 723.000 2.00 1,446.00
0980 SAND FOR BLOTTER ALT 1- ASPH 02702 TON 197.00 197.000 5.000 5.000 20.00 100.00
1000 SILT TRAP TYPE A 02703 EACH 40.00 40.000 0.000 0.000 80.00 0.00
1010 SILT TRAP TYPE B 02704 EACH 40.00 40.000 60.000 60.000 300.00 18,000.00
1020 SILT TRAP TYPE C 02705 EACH 40.00 40.000 32.000 32.000 80.00 2,560.00
1030 CLEAN SILT TRAP TYPE A 02706 EACH 120.00 120.000 1.000 1.000 10.00 10.00
1040 CLEAN SILT TRAP TYPE B 02707 EACH 120.00 120.000 18.000 18.000 10.00 180.00
1050 CLEAN SILT TRAP TYPE C 02708 EACH 120.00 120.000 4.000 4.000 10.00 40.00
1060 CLEAN TEMP SILT FENCE 02709 LF 3,822.00 3,822.000 250.000 250.000 0.20 50.00
1070 SIDEWALK-4 IN CONCRETE 02720 SQYD 901.00 901.000 775.420 775.420 33.50 25,976.57
1080 STAKING WATTERSON 02726 LS 1.00 1.000 1.000 1.000 180,000.00 180,000.00
1090 REMOVE STRUCTURE INCLUDES TEMP MOT BRIDGE 02731 LS 1.00 1.000 1.000 1.000 300,000.00 300,000.00
1100 ARROW PANEL 02775 EACH 6.00 6.000 10.000 10.000 2,000.00 20,000.00
1110 RELOCATE CRASH CUSHION 02898 EACH 4.00 4.000 5.000 5.000 2,000.00 10,000.00
1120 CONCRETE BARRIER WALL TYPE 9T 03171 LF 13,483.00 13,483.000 12,430.000 12,430.000 28.00 348,040.00
1130 SIDEWALK RAMP TYPE 3 03289 EACH 16.00 16.000 16.000 16.000 1,500.00 24,000.00
1140 POLE BASE IN MEDIAN WALL 04741 EACH 22.00 22.000 26.000 26.000 1,800.00 46,800.00
1150 EROSION CONTROL BLANKET 05950 SQYD 9,773.00 9,773.000 18,952.440 18,952.440 1.34 25,396.26
1160 TEMP MULCH 05952 SQYD 195,004.00 195,004.000 0.000 0.000 0.12 0.00
1170 TEMP SEEDING AND PROTECTION 05953 SQYD 195,004.00 195,004.000 99,802.870 99,802.870 0.16 15,968.45
1180 TOPDRESSING FERTILIZER 05966 TON 10.00 10.000 10.000 10.000 1,200.00 12,000.00
1190 SEEDING AND PROTECTION 05985 SQYD 406,125.00 406,125.000 41,032.000 41,032.000 0.28 11,488.96
1200 SODDING 05990 SQYD 5,345.00 6,345.000 5,345.000 5,345.000 4.00 21,380.00
1210 PAVE STRIPING-TEMP PAINT-6 IN 06511 LF 45,576.00 45,576.000 77,915.000 77,915.000 0.22 17,141.30
1220 PAVE STRIPING-PERM PAINT-4 IN 06514 LF 13,452.00 13,452.000 5,001.000 5,001.000 0.18 900.18
1230 PAVE STRIPING-PERM PAINT-6 IN 06515 LF 57,959.00 57,959.000 58,448.000 58,448.000 0.24 14,027.52
1240 PAVE STRIPING-PERM PAINT-8 IN 06516 LF 5,569.00 5,569.000 0.000 0.000 0.42 0.00
1250 PAVE STRIPING-PERM PAINT-12 IN 06517 LF 251.00 251.000 0.000 0.000 1.10 0.00
1260 PAVE MARKING-THERMO X-WALK-6 IN 06565 LF 540.00 540.000 464.000 464.000 2.95 1,368.80
1270 PAVE MARKING-THERMO STOP BAR-24IN 06568 LF 246.00 246.000 318.000 318.000 9.75 3,100.50
1280 PAVE MARKING-DOTTED LANE EXTEN 06572 LF 761.00 761.000 0.000 0.000 1.35 0.00
1290 PAVE MARKING-THERMO STR ARROW 06573 EACH 32.00 32.000 32.000 32.000 110.00 3,520.00
1300 PAVE MARKING-THERMO CURV ARROW 06574 EACH 24.00 24.000 15.000 15.000 110.00 1,650.00
1310 PAVEMENT MARKER TYPE V-MW 06589 EACH 61.00 61.000 61.000 61.000 25.00 1,525.00
1320 PAVEMENT MARKER TYPE V-B W/R 06592 EACH 16.00 16.000 302.000 302.000 25.00 7,550.00
1330 PAVEMENT MARKER TYPE V-B Y/R 06593 EACH 37.00 37.000 282.000 282.000 25.00 7,050.00
1340 CONCRETE-CLASS A 08100 CUYD 20.00 24.100 46.100 46.100 1,200.00 55,320.00
1350 STEEL REINFORCEMENT 08150 LB 379.00 676.000 948.000 948.000 1.00 948.00
1360 CRASH CUSHION TY VI CLASS BT TL3 08903 EACH 3.00 3.000 2.000 2.000 6,100.00 12,200.00
1370 CRASH CUSHION TY VI CLASS C 08904 EACH 4.00 4.000 4.000 4.000 25,000.00 100,000.00
1380 LOT PAY ADJUSTMENT ALT 1- ASPH 10000NS DOLL 171,556.00 171,556.000 -23,625.670 -12,827.850 -36,453.520 1.00 -23,625.67 -36,453.52
1400 FUEL ADJUSTMENT ALT 1- ASPH 10020NS DOLL 92,287.00 92,287.000 -335,685.060 -116,933.090 -452,618.150 1.00 -335,685.06 -452,618.15
1420 ASPHALT ADJUSTMENT ALT 1- ASPH 10030NS DOLL 154,400.00 154,400.000 -350,868.120 -343,220.610 -694,088.730 1.00 -350,868.12 -694,088.73
1440 CURB BOX INLET TY W 20087EC EACH 5.00 5.000 5.000 5.000 7,000.00 35,000.00
1450 SHOULDER RUMBLE STRIPS-SAWED 20362ES403 LF 16,308.00 16,308.000 17,853.040 17,853.040 0.50 8,926.52
1460 PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL 20394ES835 LF 4,100.00 4,100.000 6,798.000 6,798.000 4.00 27,192.00
1470 LAW ENFORCMENT OFFICER 20411ED HOUR 40.00 40.000 35.500 35.500 40.00 1,420.00
1480 REMOVE CRASH CUSHION 20432ES112 EACH 3.00 3.000 3.000 3.000 400.00 1,200.00
1490 REMOVE BRIDGE END CONNECTOR 20521NS719 EACH 1.00 1.000 1.000 1.000 100.00 100.00
1500 DROP BOX INLET TY 13G(MOD) 20569ES710 EACH 38.00 38.000 38.000 38.000 3,000.00 114,000.00
1510 DROP BOX INLET TY 13S(MOD) 20570ES710 EACH 2.00 2.000 2.000 2.000 5,000.00 10,000.00
1520 REMOVE BARRIER 20591EC LF 451.00 451.000 450.000 450.000 15.00 6,750.00
1530 PAVE MARKING THERMO-BIKE 20782NS714 EACH 32.00 32.000 32.000 32.000 285.00 9,120.00
1540 TURF REINFORCEMENT MAT 21261ED SQYD 5,080.00 5,080.000 5,080.000 5,080.000 5.50 27,940.00
1550 LONGITUDINAL EDGE KEY 21289ED LF 1,270.00 1,270.000 1,262.000 1,262.000 5.00 6,310.00
1560 SNOW FENCE 21476ED LF 275.00 275.000 0.000 0.000 10.00 0.00
1570 STAMPED ASPHALT 22075EN SQYD 1,788.00 588.000 0.000 0.000 60.00 0.00
1580 PAVE MARKING-THERMO YIELD BAR-36 IN 22520EN LF 39.00 39.000 0.000 0.000 19.50 0.00
1590 CL3 ASPH SURF 0.38A PG64-22 ALT 1- ASPH 22906ES403 TON 4,023.00 4,023.000 4,463.860 4,463.860 76.25 340,369.32
1610 TEMP MEDIAN CROSSOVER #1 23039ND EACH 1.00 1.000 1.000 1.000 20,000.00 20,000.00
1620 TEMP MEDIAN CROSSOVER #3 23040ND EACH 1.00 1.000 1.000 1.000 25,000.00 25,000.00
1630 TEMP MEDIAN CROSSOVER #4 23041ND EACH 1.00 1.000 1.000 1.000 20,000.00 20,000.00
1640 CONC MED BARRIER INLET TY 14A2-50 23042NS710 EACH 2.00 2.000 2.000 2.000 5,000.00 10,000.00
1650 CONC MED BARRIER INLET TY 14B2-50 23043NS710 EACH 16.00 16.000 16.000 16.000 5,000.00 80,000.00
1670 SAFETY BOX INLET-36 IN SDB-1 23044NS710 EACH 1.00 1.000 1.000 1.000 4,000.00 4,000.00
1680 CONCRETE MEDIAN BARRIER TY 14B(50) ALT 1- ASPH 23045ES508 LF 3,853.00 3,853.000 3,853.000 3,853.000 63.00 242,739.00
1681 PAVEMENT ADJUSTMENT ALT 1 - ASPH 10203ND LS 1.00 1.000 0.000 0.000 0.00 0.00
5000 PIPELINE VIDEO INSPECTION 23131ER701 LF 4,306.00 4,306.000 4,180.000 4,180.000 3.00 12,540.00
8001 TEMPORARY PIPE 20166ES810 LF 0.00 80.000 80.000 80.000 52.67 4,213.60
8004 GRANULAR EMBANKMENT ~ UNDERCUT 20072ES805 TON 0.00 4,000.000 19,667.060 19,667.060 20.00 393,341.20
8005 FABRIC-GEOTEXTILE TYPE IV ~ UNDERCUT 02599 SQYD 0.00 1,500.000 40,252.470 40,252.470 1.70 68,429.19
8011 BORE & JACK PIPE ~18 IN STORM SEWER 20211ES706 LF 0.00 260.000 260.000 260.000 315.00 81,900.00
8024 ACCELERATION COST FOR 11-15-09 COMPLETION 10075NX DOLL 0.00 560,000.000 560,000.000 560,000.000 1.00 560,000.00
8037 LIME ~ KILN DUST 00014 TON 0.00 950.000 1,103.320 1,103.320 75.00 82,749.00
8038 LIME STABILIZED ROADBED ~ KILN DUST TREATMENT 00013 SQYD 0.00 29,350.000 33,525.000 33,525.000 4.00 134,100.00
8039 PERF PIPE HEADWALL TY 1-4 IN 01020 EACH 0.00 3.000 3.000 3.000 300.00 900.00
8040 PAVE STRIPING REMOVAL-6 IN 06531 LF 0.00 1,330.000 18,545.000 18,545.000 1.45 26,890.25
8041 EW~ Expansion Material 10093EX LF 0.00 2,800.000 2,800.000 2,800.000 6.19 17,332.00
8047 PAVE STRIPING REMOVAL-4 IN 06530 LF 0.00 1,030.000 2,799.000 2,799.000 0.85 2,379.15
8051 COST PLUS WORK POTHOLE PATCHING I-264 10080NS LS 0.00 1.000 1.000 1.000 17,185.32 17,185.32
8055 MOD BOX Drop Boxes near MSE wall 3 20264EC EACH 0.00 8.000 8.000 8.000 3,402.23 27,217.84
8064 PLUG-4 IN Existing Weep Holes and Core New Weep Holes 23195EC EACH 0.00 32.000 32.000 32.000 176.00 5,632.00
8068 MANHOLE TYPE A MOD 60" to dual 42" manhole under ramp A. 01757 EACH 0.00 1.000 1.000 1.000 20,300.00 20,300.00
8069 STORM SEWER PIPE-42 IN EQUIV 42" pipe to go from modified manhole A to dual 42" headwall 00559 LF 0.00 240.000 280.000 280.000 225.00 63,000.00
8070 REMOVE HEADWALL Removal of 60" headwall 02625 EACH 0.00 1.000 1.000 1.000 600.00 600.00
8071 REMOVE PIPE Removal of 60" pipe and casing 01310 LF 0.00 157.000 157.000 157.000 12.00 1,884.00
8074 MODIFY BOX INLET 22617NN EACH 0.00 5.000 5.000 5.000 550.00 2,750.00
8084 LIQUIDATED DAMAGES 10111NS DOLL 0.00 0.001 -5,000.000 -320,000.000 -325,000.000 1.00 -5,000.00 -325,000.00
8093 CL3 ASPH BASE 1.00D PG64-22 Island Paving under 264 bridge 00214 TON 0.00 600.000 306.190 306.190 65.00 19,902.35
8111 MODIFY BOX INLET Modify Box D2 and Relocate D3 on Ramp A 22617NN EACH 0.00 1.000 1.000 1.000 1,902.45 1,902.45
8118 NON-SPEC MATERIAL Fence Failure 10070NS DOLL 0.00 0.001 -239.360 0.000 -239.360 1.00 -239.36 -239.36
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0002 BRIDGE
1690 CURB TO BARRIER WALL TRANS 02001 EACH 4.00 4.000 4.000 4.000 4,500.00 18,000.00
1700 SIDEWALK-4 IN CONCRETE 02720 SQYD 239.00 239.000 239.000 239.000 50.00 11,950.00
1710 MASONRY COATING 02998 SQYD 4,873.00 4,873.000 19,718.240 19,718.240 8.00 157,745.92
1720 CONDUIT-2 IN 04795 LF 1,677.00 1,677.000 1,855.000 1,855.000 3.00 5,565.00
1730 CONDUIT-3 IN 04797 LF 4,043.00 4,043.000 5,663.000 5,663.000 8.00 45,304.00
1740 STRUCTURE EXCAVATION-COMMON 08001 CUYD 21,213.00 21,213.000 21,213.000 21,213.000 8.00 169,704.00
1750 RETAINING WALL 08018 SQFT 88,613.00 88,613.000 88,613.000 88,613.000 35.00 3,101,455.00
1760 CONCRETE FORM LINER 21119ED SQYD 34,956.00 34,956.000 34,956.000 34,956.000 1.00 34,956.00
1770 RAIL SYSTEM TYPE III 50 INCH MODIFIED 21532ED LF 12,441.90 12,441.900 13,083.660 13,083.660 95.00 1,242,947.70
1780 SOUND BARRIER WALL 21590EN SQFT 105,105.00 105,105.000 105,105.000 105,105.000 23.00 2,417,415.00
1790 MOMENT SLAB 21680EN SQYD 13,133.20 13,133.200 13,133.200 13,133.200 124.00 1,628,516.80
8006 GRANULAR EMBANKMENT ~ FOUNDATION REPLACEMENT 20072ES805 TON 0.00 20,111.000 -1,045.260 20,111.000 19,065.740 21.00 -21,950.46 400,380.54
8008 STRUCTURE EXCAVATION-COMMON ~ FOUNDATION REPLACEMENT 08001 CUYD 0.00 22,821.000 22,821.000 22,821.000 8.00 182,568.00
8117 NON-SPEC MATERIAL Bridge Paint Failure 10070NS DOLL 0.00 0.001 -741.600 0.000 -741.600 1.00 -741.60 -741.60
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0003 SIGNING
1800 REFERENCE MARKER 04903 EACH 8.00 8.000 0.000 0.000 300.00 0.00
1810 BARRIER MOUNTING BRACKET 04904 EACH 2.00 2.000 7.000 7.000 200.00 1,400.00
1820 SBM ALUMINUM PANEL SIGNS 06405 SQFT 2,397.50 2,722.500 2,706.500 2,706.500 18.50 50,070.25
1830 SBM ALUM SHEET SIGNS .080 IN 06406 SQFT 445.50 445.500 445.500 445.500 12.00 5,346.00
1840 SBM ALUM SHEET SIGNS .125 IN 06407 SQFT 208.00 208.000 500.000 500.000 12.00 6,000.00
1850 STEEL POST TYPE 2 06411 LF 1,200.00 1,200.000 1,200.000 1,200.000 8.00 9,600.00
1860 STEEL POST MILE MARKERS 06412 EACH 2.00 2.000 0.000 0.000 135.00 0.00
1870 OSS GALV STEEL CANTILEVER 06415 EACH 2.00 2.000 2.000 2.000 22,000.00 44,000.00
1880 FLEXIBLE DELINEATOR POST-W 06417 EACH 50.00 50.000 0.000 0.000 29.00 0.00
1890 FLEXIBLE DELINEATOR POST-Y 06418 EACH 100.00 100.000 0.000 0.000 29.00 0.00
1900 GMSS GALV STEEL TYPE C 06441 LB 4,796.00 4,796.000 1,061.500 1,061.500 8.00 8,492.00
1910 SIGN BRIDGE ATTACHMENT BRACKET 06448 EACH 1.00 1.000 1.000 1.000 6,000.00 6,000.00
1920 REM OVERHEAD SIGN SUPPORT STR 06449 EACH 4.00 4.000 5.000 5.000 1,500.00 7,500.00
1930 REM OVERHEAD STRUC CONC BASE 06450 EACH 4.00 4.000 4.000 4.000 1,500.00 6,000.00
1940 REMOVE SIGN SUPPORT BEAM 06451 EACH 18.00 18.000 8.000 8.000 200.00 1,600.00
1950 OSS ALUMINUM 95 FT TRUSS 06453 EACH 1.00 1.000 1.000 1.000 70,000.00 70,000.00
1960 OSS ALUMINUM 105 FT TRUSS 06457 EACH 1.00 1.000 1.000 1.000 75,000.00 75,000.00
1970 CLASS A CONCRETE FOR SIGNS 06490 CUYD 134.48 148.000 154.750 154.750 600.00 92,850.00
1980 STEEL REINFORCEMENT FOR SIGNS 06491 LB 9,470.00 10,000.000 10,000.000 10,000.000 2.00 20,000.00
1990 ROADWAY CROSS SECTION 20419ND EACH 6.00 6.000 6.000 6.000 350.00 2,100.00
2000 BARRIER WALL POST 20912ND EACH 2.00 2.000 2.000 2.000 800.00 1,600.00
2010 REMOVE SIGN 21373ND EACH 13.00 13.000 2.000 2.000 25.00 50.00
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0004 SIGNALIZATION
2020 CONDUIT-1 1/4 IN 04793 LF 100.00 100.000 542.000 542.000 7.00 3,794.00
2030 CONDUIT-2 IN 04795 LF 3,353.00 3,353.000 4,752.000 4,752.000 7.62 36,210.24
2040 TRENCHING AND BACKFILLING 04820 LF 1,932.00 1,932.000 2,409.000 2,409.000 3.50 8,431.50
2050 LOOP WIRE 04830 LF 3,921.00 3,921.000 3,921.000 3,921.000 0.25 980.25
2060 CABLE-NO. 14/5C 04844 LF 8,600.00 8,600.000 9,660.000 9,660.000 1.25 12,075.00
2070 CABLE-NO. 14/7C 04845 LF 1,925.00 1,925.000 1,310.000 1,310.000 1.25 1,637.50
2080 CABLE-NO. 14/1 PAIR 04850 LF 11,280.00 11,280.000 11,662.000 11,662.000 1.25 14,577.50
2090 MAST ARM POLE 04881 EACH 2.00 2.000 2.000 2.000 12,941.00 25,882.00
2100 SIGNAL PEDESTAL 04882 EACH 8.00 8.000 8.000 8.000 574.00 4,592.00
2110 LOOP SAW SLOT AND FILL 04895 LF 1,553.00 1,553.000 1,553.000 1,553.000 11.00 17,083.00
2120 INSTALL CONTROLLER TYPE 170 04931 EACH 1.00 1.000 1.000 1.000 2,000.00 2,000.00
2130 INSTALL LED SIGNAL-3 SECTION 20188NS835 EACH 20.00 20.000 20.000 20.000 210.00 4,200.00
2140 JUNCTION BOX TYPE A 20391NS835 EACH 2.00 2.000 2.000 2.000 500.00 1,000.00
2150 INSTALL SIGNAL-PEDESTRIAN COUNTDOWN 23064NN EACH 8.00 8.000 8.000 8.000 300.00 2,400.00
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0005 LIGHTING
2160 POLE 30 FT MTG HT 04700 EACH 17.00 17.000 17.000 17.000 1,014.00 17,238.00
2170 POLE 40 FT MTG HT 04701 EACH 47.00 47.000 47.000 47.000 1,338.00 62,886.00
2180 BRACKET 12 FT 04724 EACH 13.00 13.000 13.000 13.000 200.00 2,600.00
2190 BRACKET 15 FT 04725 EACH 81.00 81.000 81.000 81.000 350.00 28,350.00
2200 POLE BASE 04740 EACH 10.00 10.000 10.000 10.000 652.00 6,520.00
2210 TRANSFORMER BASE 04750 EACH 10.00 10.000 10.000 10.000 275.00 2,750.00
2220 LIGHTING CONTROL EQUIPMENT 04761 EACH 1.00 1.000 1.000 1.000 12,000.00 12,000.00
2230 HPS LUMINAIRE 04770 EACH 85.00 85.000 85.000 85.000 300.00 25,500.00
2240 FUSED CONNECTOR KIT 04780 EACH 153.00 153.000 178.000 178.000 68.00 12,104.00
2250 CONDUIT-1 1/4 IN 04793 LF 1,550.00 1,550.000 1,854.000 1,854.000 2.50 4,635.00
2260 CONDUIT-2 IN 04795 LF 985.00 985.000 3,236.000 3,236.000 7.62 24,658.32
2270 TRENCHING AND BACKFILLING 04820 LF 2,535.00 2,535.000 2,577.000 2,577.000 3.50 9,019.50
2280 WIRE-NO. 12 04832 LF 11,182.00 11,182.000 10,580.000 10,580.000 0.50 5,290.00
2290 WIRE-NO. 8 04833 LF 24,486.00 24,486.000 33,291.000 33,291.000 1.00 33,291.00
2300 WIRE-NO. 6 04834 LF 5,535.00 5,535.000 7,830.000 7,830.000 1.25 9,787.50
2310 WIRE-NO. 4 04835 LF 10,050.00 10,050.000 7,388.000 7,388.000 1.70 12,559.60
2320 WIRE-NO. 2 04836 LF 2,730.00 2,730.000 2,730.000 2,730.000 2.50 6,825.00
2330 WIRE-NO. 0 04837 LF 750.00 750.000 1,050.000 1,050.000 4.00 4,200.00
2340 JUNCTION BOX TYPE A 20391NS835 EACH 18.00 18.000 17.000 17.000 500.00 8,500.00
2350 WALL MOUNTED ENCLOSURE 23062NN EACH 2.00 2.000 2.000 2.000 615.00 1,230.00
2360 LUMINAIRE W/ SWIRL MOUNT 23063NN EACH 4.00 4.000 4.000 4.000 600.00 2,400.00
8107 COST PLUS WORK Labor / Equip to Complete Lighting for Interchange Opening 10080NSD DOLL 0.00 1.000 1.000 1.000 21,618.40 21,618.40
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0006 MOB AND DEMOB
2370 MOBILIZATION 02568 LS 1.00 1.000 1.000 1.000 2,206,314.07 2,206,314.07
2380 DEMOBILIZATION 02569 LS 1.00 1.000 1.000 0.000 1.000 667,404.57 667,404.57 667,404.57
9003 ADMINISTRATIVE SETTLEMENT Case # 11-CI-00484 10104NX DOLL 0.00 2,400,000.000 2,400,000.000 2,400,000.000 1.00 2,400,000.00
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0007 BRIDGE
2390 REMOVE CONCRETE MASONRY 02403 CUYD 1.50 1.500 0.000 0.000 450.00 0.00
2400 FOUNDATION PREPARATION DRAWING 26411 08003 LS 1.00 1.000 1.000 1.000 10,000.00 10,000.00
2410 CONCRETE-CLASS A 08100 CUYD 17.60 17.600 17.600 17.600 450.00 7,920.00
2420 STEEL REINFORCEMENT 08150 LB 1,418.00 1,418.000 1,418.000 1,418.000 1.18 1,673.24
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0008 BRIDGE
2430 MASONRY COATING 02998 SQYD 1,336.40 1,336.400 2,869.200 2,869.200 8.00 22,953.60
2440 ARMORED EDGE FOR CONCRETE 03299 LF 255.50 255.500 255.500 255.500 70.00 17,885.00
2450 CONDUIT-3 IN 04797 LF 1,321.80 1,321.800 1,361.600 1,361.600 8.00 10,892.80
2460 STRUCTURE EXCAVATION-COMMON 08001 CUYD 8,206.40 1,624.400 1,624.400 1,624.400 8.00 12,995.20
2470 STRUCTURE EXCAV-SOLID ROCK 08002 CUYD 682.20 0.000 0.000 0.000 40.00 0.00
2480 CONCRETE-CLASS A 08100 CUYD 1,826.20 1,018.900 1,026.802 1,026.802 450.00 462,060.90
2490 CONCRETE-CLASS AA 08104 CUYD 1,717.60 1,717.600 1,717.600 1,717.600 530.00 910,328.00
2500 STEEL REINFORCEMENT 08150 LB 294,647.00 222,509.000 222,509.000 222,509.000 1.18 262,560.62
2510 STEEL REINFORCEMENT-EPOXY COATED 08151 LB 594,044.00 555,328.000 555,328.000 555,328.000 1.20 666,393.60
2520 STRUCTURAL STEEL 2,167,187 LBS. 08160 LS 1.00 1.000 1.000 1.000 4,356,000.00 4,356,000.00
2530 SHEAR CONNECTORS 14,796 08170 LS 1.00 1.000 1.000 1.000 50,000.00 50,000.00
2540 EXPANSION DAM-4 IN NEOPRENE 08472 LF 255.50 255.500 255.500 255.500 150.00 38,325.00
2550 CONCRETE FORM LINER 21119ED SQYD 749.50 749.500 749.500 749.500 1.00 749.50
2560 RAIL SYSTEM TYPE III 50 INCH MODIFIED 21532ED LF 1,422.20 1,422.200 1,422.200 1,422.200 95.00 135,109.00
2570 FIBERGLASS DRAIN PIPE 21679EN LF 53.30 53.300 53.300 53.300 150.00 7,995.00
8017 STRUCTURE GRANULAR BACKFILL ~VE ITEM 02231 CUYD 0.00 305.600 305.600 305.600 100.00 30,560.00
8018 DRILLED SHAFT 72 INCH COMM ~VE ITEM 07446 LF 0.00 171.000 124.400 124.400 1,060.00 131,864.00
8019 DRILLED SHAFT-66 IN (ROCK) ~VE ITEM 23000EX LF 0.00 181.600 206.420 206.420 955.00 197,131.10
8020 ROCK SOUNDINGS ~VE ITEM 20745ED LF 0.00 250.000 250.000 250.000 35.00 8,750.00
8021 ROCK CORINGS ~VE ITEM 20746ED LF 0.00 200.000 200.000 200.000 50.00 10,000.00
8022 VALUE ENGINEERING ~SUBSTRUCTURE CHANGE TO DRILLED SHAFT 10121NX DOLL 0.00 85,406.520 85,406.520 85,406.520 1.00 85,406.52
8080 CONCRETE REPAIR BRIDGE COLUMN 23171EC LS 0.00 1.000 1.000 1.000 48,704.00 48,704.00
8102 ADMINISTRATIVE SETTLEMENT Wabash Claim Settlement 10104NX DOLL 0.00 1.000 1.000 1.000 75,000.00 75,000.00
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0009 BRIDGE
2580 STRUCTURE GRANULAR BACKFILL 02231 CUYD 22.40 22.400 22.400 22.400 100.00 2,240.00
2590 REMOVE CONCRETE MASONRY 02403 CUYD 53.40 53.400 53.400 53.400 450.00 24,030.00
2600 MASONRY COATING 02998 SQYD 442.90 442.900 680.180 680.180 8.00 5,441.44
2610 STRUCTURE EXCAVATION-COMMON 08001 CUYD 55.00 55.000 86.530 86.530 8.00 692.24
2620 STRUCTURE EXCAV-SOLID ROCK 08002 CUYD 32.60 32.600 21.100 21.100 40.00 844.00
2630 REINF CONC SLOPE WALL-4 IN 08014 SQYD 167.00 0.000 0.000 0.000 100.00 0.00
2640 TEST PILES 08033 LF 74.00 74.000 74.000 74.000 80.00 5,920.00
2650 PILES-STEEL HP12X53 08046 LF 283.00 283.000 283.000 283.000 80.00 22,640.00
2660 PILE POINTS-12 IN 08094 EACH 10.00 10.000 10.000 10.000 100.00 1,000.00
2670 CONCRETE-CLASS A 08100 CUYD 119.70 119.700 129.170 129.170 450.00 58,126.50
2680 CONCRETE-CLASS AA 08104 CUYD 101.40 101.400 101.400 101.400 530.00 53,742.00
2690 STEEL REINFORCEMENT 08150 LB 15,061.00 15,061.000 16,252.300 16,252.300 1.18 19,177.71
2700 STEEL REINFORCEMENT-EPOXY COATED 08151 LB 34,693.00 36,326.340 36,326.340 36,326.340 1.20 43,591.60
2710 EXPANSION DAM-1.5 IN NEOPRENE 08469 LF 52.80 52.800 52.800 52.800 250.00 13,200.00
2720 APPROACH SLAB 08500 SQYD 81.80 81.800 81.800 81.800 200.00 16,360.00
2730 CONCRETE FORM LINER 21119ED SQYD 94.50 94.500 94.500 94.500 1.00 94.50
2740 RAIL SYSTEM TYPE III 21532ED LF 260.40 260.400 260.400 260.400 100.00 26,040.00
2750 PPC BOX BEAM-SB31 23035EN LF 412.79 412.790 412.790 412.790 425.00 175,435.75
8016 REINF CONC SLOPE WALL-6 IN 08016 SQYD 0.00 167.000 176.000 176.000 115.00 20,240.00
8023 MASS CONCRETE ~CLASS "A" 10040ES CUYD 0.00 2.910 2.910 2.910 194.38 565.64
Project DE05602640801 Fed/State Project Number NH 264-1(160) Category 0010 TRAINEES
5010 TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON 02742 HOUR 1,200.00 1,200.000 933.500 933.500 1.00 933.50

SUBTOT

$-63,532.62

$35,512,018.58

LNNBR STOCKPILE ADJUSTMENTS

UNIT

ADJ. QUANTITY

EST NBR

UNIT PRICE

ADJUSTED AMOUNT

2520-1-0I

STEEL, STRUCTURAL

LS

1.00 0005 $426152.08000 $426,152.08

2520-2-0I

STEEL, STRUCTURAL

LS

1.00 0005 $659200.750000 $659,200.75

2520-3-0I

STEEL, STRUCTURAL

LS

1.00 0007 $770806.210000 $770,806.21

2750-1-0I

BOX BEAM, B

LF

412.79 0007 $262.414130 $108,321.93

1780-2-0I

STEEL REINUN 615GR60

SQFT

105,105.00 0011 $0.078300 $8,229.72

1780-1-0I

MISC PRECAST

SQFT

105,105.00 0011 $0.551000 $57,912.85

1780-4-0I

MISC PRECAST

SQFT

1,366.01 0014 $23.000000 $31,418.39

1780-3-0I

MISC PRECAST

SQFT

2,299.46 0014 $23.000000 $52,887.58

1820-1-0I

PERMANENT SIGN

SQFT

2,397.50 0014 $13.875000 $33,265.31

1780-5-0I

MISC PRECAST

SQFT

2,176.00 0015 $23.000000 $50,048.00

1780-7-0I

MISC PRECAST

SQFT

2,381.77 0016 $23.000000 $54,780.71

1780-6-0I

MISC PRECAST

SQFT

2,176.00 0016 $23.000000 $50,048.00

1780-10-0I

MISC PRECAST

SQFT

1,788.08 0018 $23.000000 $41,125.84

1780-9-0I

MISC PRECAST

SQFT

1,832.74 0018 $23.000000 $42,153.02

1780-8-0I

MISC PRECAST

SQFT

1,880.03 0018 $23.000000 $43,240.69

1680-1-0I

Junction Boxes in Barrier

EACH

66.00 0019 $287.572000 $18,979.75

1780-12-0I

MISC PRECAST

SQFT

2,339.74 0019 $23.000000 $53,814.02

1780-11-0I

MISC PRECAST

SQFT

1,972.84 0019 $23.000000 $45,375.32

1780-13-0I

MISC PRECAST

SQFT

1,716.28 0020 $23.000000 $39,474.44

1780-14-10I

MISC PRECAST

SQFT

2,380.00 0021 $16.585000 $39,472.30

1780-14-9I

MISC PRECAST

SQFT

3,416.00 0021 $15.750000 $53,802.00

1780-14-8I

MISC PRECAST

SQFT

2,996.00 0021 $15.145000 $45,374.42

1780-14-7I

MISC PRECAST

SQFT

2,576.00 0021 $15.965000 $42,158.76

1780-14-6I

MISC PRECAST

SQFT

2,604.00 0021 $16.190000 $42,158.76

1780-14-5I

MISC PRECAST

SQFT

2,716.00 0021 $15.920000 $43,238.72

1780-14-4I

MISC PRECAST

SQFT

3,360.00 0021 $16.300000 $54,768.00

1780-14-3I

MISC PRECAST

SQFT

2,660.00 0021 $18.810000 $50,034.60

1780-14-2I

MISC PRECAST

SQFT

3,080.00 0021 $16.250000 $50,050.00

1780-14-1I

MISC PRECAST

SQFT

1,680.00 0021 $18.700000 $31,416.00

1780-14-0I

MISC PRECAST

SQFT

2,828.00 0021 $18.700000 $52,883.60

1370-1-0I

CR CUSH VI CL C

EACH

4.00 0022 $13575.500000 $54,302.00

1780-14-12I

MISC PRECAST

SQFT

5,040.00 0022 $16.710000 $84,218.40

1780-14-11I

MISC PRECAST

SQFT

3,500.00 0022 $17.250000 $60,375.00

1780-14-13I

MISC PRECAST

SQFT

5,320.00 0023 $17.390000 $92,514.80

2160-1-0I

TRAFFIC INCIDENTAL

EACH

11.00 0029 $482.350000 $5,305.85

2170-1-1I

TRAFFIC INCIDENTAL

EACH

25.00 0029 $625.340000 $15,633.50

2170-1-0I

TRAFFIC INCIDENTAL

EACH

22.00 0029 $590.100000 $12,982.20

2180-1-0I

TRAFFIC INCIDENTAL

EACH

29.00 0029 $158.090000 $4,584.61

2190-1-0I

TRAFFIC INCIDENTAL

EACH

60.00 0029 $183.270000 $10,996.20

2090-1-0I

TRAFFIC INCIDENTAL

EACH

2.00 0040 $7773.850000 $15,547.70

2220-1-0I

TRAFFIC INCIDENTAL

EACH

1.00 0040 $1277.000000 $1,277.00

2750-1-0A

BOX BEAM, B

LF

412.79 0014 $262.414130 $-108,321.93

2520-3-0A

STEEL, STRUCTURAL

LS

0.31 0015 $770806.210000 $-238,949.93

2520-2-0A

STEEL, STRUCTURAL

LS

0.31 0015 $659200.750000 $-204,352.23

2520-1-0A

STEEL, STRUCTURAL

LS

0.31 0015 $426152.080000 $-132,107.14

2520-3-0A

STEEL, STRUCTURAL

LS

0.14 0016 $770806.210000 $-107,912.87

2520-2-0A

STEEL, STRUCTURAL

LS

0.14 0016 $659200.750000 $-92,288.11

2520-1-0A

STEEL, STRUCTURAL

LS

0.14 0016 $426152.080000 $-59,661.29

1680-1-0A

Junction Boxes in Barrier

EACH

66.00 0020 $287.572000 $-18,979.75

1780-14-4A

MISC PRECAST

SQFT

3,360.00 0021 $16.300000 $-54,768.00

1780-14-3A

MISC PRECAST

SQFT

2,660.00 0021 $18.810000 $-50,034.60

1780-14-2A

MISC PRECAST

SQFT

3,080.00 0021 $16.250000 $-50,050.00

1780-14-1A

MISC PRECAST

SQFT

1,680.00 0021 $18.700000 $-31,416.00

1780-14-0A

MISC PRECAST

SQFT

2,828.00 0021 $18.700000 $-52,883.60

1780-2-0A

STEEL REINUN 615GR60

SQFT

14,107.00 0021 $0.078300 $-1,104.58

1780-1-0A

MISC PRECAST

SQFT

14,107.00 0021 $0.551000 $-7,772.96

1780-14-5A

MISC PRECAST

SQFT

499.00 0021 $15.920000 $-7,944.08

1780-14-11A

MISC PRECAST

SQFT

1,499.56 0024 $17.250000 $-25,867.41

1780-14-10A

MISC PRECAST

SQFT

2,380.00 0024 $16.585000 $-39,472.30

1780-14-9A

MISC PRECAST

SQFT

3,416.00 0024 $15.750000 $-53,802.00

1780-14-8A

MISC PRECAST

SQFT

2,996.00 0024 $15.145000 $-45,374.42

1780-14-7A

MISC PRECAST

SQFT

2,576.00 0024 $15.965000 $-42,158.76

1780-14-6A

MISC PRECAST

SQFT

2,604.00 0024 $16.190000 $-42,158.76

1780-14-5A

MISC PRECAST

SQFT

2,217.00 0024 $15.920000 $-35,294.64

1780-2-0A

STEEL REINUN 615GR60

SQFT

17,688.56 0024 $0.078300 $-1,385.01

1780-1-0A

MISC PRECAST

SQFT

17,688.56 0024 $0.551000 $-9,746.40

1780-14-13A

MISC PRECAST

SQFT

1,774.56 0025 $17.390000 $-30,859.60

1780-14-12A

MISC PRECAST

SQFT

5,040.00 0025 $16.710000 $-84,218.40

1780-14-11A

MISC PRECAST

SQFT

2,000.44 0025 $17.250000 $-34,507.59

1780-2-0A

STEEL REINUN 615GR60

SQFT

8,815.00 0025 $0.078300 $-690.21

1780-1-0A

MISC PRECAST

SQFT

8,815.00 0025 $0.551000 $-4,857.06

1780-14-13A

MISC PRECAST

SQFT

3,545.44 0026 $17.390000 $-61,655.20

1780-2-0A

STEEL REINUN 615GR60

SQFT

8,700.96 0026 $0.078300 $-681.29

1780-1-0A

MISC PRECAST

SQFT

8,700.96 0026 $0.551000 $-4,794.23

2520-3-0A

STEEL, STRUCTURAL

LS

0.45 0027 $770806.210000 $-346,862.79

2520-2-0A

STEEL, STRUCTURAL

LS

0.45 0027 $659200.750000 $-296,640.34

2520-1-0A

STEEL, STRUCTURAL

LS

0.45 0027 $426152.080000 $-191,768.44

1780-2-0A

STEEL REINUN 615GR60

SQFT

8,960.00 0029 $0.078300 $-701.57

1780-1-0A

MISC PRECAST

SQFT

8,960.00 0029 $0.551000 $-4,936.96

1780-2-0A

STEEL REINUN 615GR60

SQFT

27,805.72 0030 $0.078300 $-2,177.19

1780-1-0A

MISC PRECAST

SQFT

27,805.72 0030 $0.551000 $-15,320.95

1370-1-0A

CR CUSH VI CL C

EACH

2.00 0031 $13575.500000 $-27,151.00

1780-2-0A

STEEL REINUN 615GR60

SQFT

19,027.76 0031 $0.078300 $-1,489.87

1780-1-0A

MISC PRECAST

SQFT

19,027.76 0031 $0.551000 $-10,484.29

2160-1-0A

TRAFFIC INCIDENTAL

EACH

5.00 0031 $482.350000 $-2,411.75

2520-3-0A

STEEL, STRUCTURAL

LS

0.07 0031 $770806.210000 $-53,956.43

2520-2-0A

STEEL, STRUCTURAL

LS

0.07 0031 $659200.750000 $-46,144.05

2520-1-0A

STEEL, STRUCTURAL

LS

0.07 0031 $426152.080000 $-29,830.65

2170-1-1A

TRAFFIC INCIDENTAL

EACH

5.00 0032 $625.340000 $-3,126.70

2170-1-0A

TRAFFIC INCIDENTAL

EACH

22.00 0032 $590.100000 $-12,982.20

2190-1-0A

TRAFFIC INCIDENTAL

EACH

52.00 0032 $183.270000 $-9,530.04

1370-1-0A

CR CUSH VI CL C

EACH

2.00 0033 $13575.500000 $-27,151.00

1820-1-0A

PERMANENT SIGN

SQFT

427.50 0038 $13.875000 $-5,931.56

1820-1-0A

PERMANENT SIGN

SQFT

1,970.00 0042 $13.875000 $-27,333.75

2090-1-0A

TRAFFIC INCIDENTAL

EACH

2.00 0042 $7773.850000 $-15,547.70

2170-1-1A

TRAFFIC INCIDENTAL

EACH

4.00 0042 $625.340000 $-2,501.36

2190-1-0A

TRAFFIC INCIDENTAL

EACH

7.00 0042 $183.270000 $-1,282.89

2190-1-0A

TRAFFIC INCIDENTAL

EACH

1.00 0043 $183.270000 $-183.27

2170-1-1A

TRAFFIC INCIDENTAL

EACH

4.00 0044 $625.340000 $-2,501.36

2520-3-0A

STEEL, STRUCTURAL

LS

0.01 0044 $770806.210000 $-7,708.06

2520-2-0A

STEEL, STRUCTURAL

LS

0.01 0044 $659200.750000 $-6,592.01

2520-1-0A

STEEL, STRUCTURAL

LS

0.01 0044 $426152.080000 $-4,261.52

2520-3-0A

STEEL, STRUCTURAL

LS

0.02 0047 $770806.210000 $-15,416.12

2520-2-0A

STEEL, STRUCTURAL

LS

0.02 0047 $659200.750000 $-13,184.02

2520-1-0A

STEEL, STRUCTURAL

LS

0.02 0047 $426152.080000 $-8,523.04

2160-1-0A

TRAFFIC INCIDENTAL

EACH

4.00 0050 $482.350000 $-1,929.40

2220-1-0A

TRAFFIC INCIDENTAL

EACH

1.00 0053 $1277.000000 $-1,277.00

2160-1-0A

TRAFFIC INCIDENTAL

EACH

-6.00 0057 $482.350000 $2,894.10

2170-1-1A

TRAFFIC INCIDENTAL

EACH

5.00 0057 $625.340000 $-3,126.70

1780-30C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-52,887.58

1780-40C

MISC PRECAST

SQFT

0.00 0021 $22.999999 $-31,418.39

1780-50C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-50,048.00

1780-60C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-50,048.00

1780-70C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-54,780.71

1780-80C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-43,240.69

1780-90C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-42,153.02

1780-100C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-41,125.84

1780-110C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-45,375.32

1780-120C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-53,814.02

1780-130C

MISC PRECAST

SQFT

0.00 0021 $23.000000 $-39,474.44

2160-10C

TRAFFIC INCIDENTAL

EACH

0.00 0065 $482.350000 -3,858.80 $-3,858.80

2170-11C

TRAFFIC INCIDENTAL

EACH

0.00 0065 $625.340000 -4,377.38 $-4,377.38

2180-10C

TRAFFIC INCIDENTAL

EACH

0.00 0065 $158.090000 -4,584.61 $-4,584.61
SUBTOT

$0.00

 

 

 

Project DE05602640822 Fed/State Project Number IM 264-1(161) Category 0001 ROADWAY
LINE ITEM NUMBER ITEM DESCRIPTION ITEM NO. UNIT PLAN QTY CURRENT QUANTITY QUANTITY PAID THIS EST QUANTITY PAID PREV. EST QUANTITY PAID TO DATE UNIT PRICE AMOUNT PAID THIS EST AMOUNT PAID TO DATE
0010 DGA BASE 00001 TON 4,212.00 4,212.000 6,645.740 6,645.740 15.00 99,686.10
0020 DRAINAGE BLANKET-TYPE II-ASPH 00018 TON 2,092.00 2,092.000 1,819.900 1,819.900 49.25 89,630.07
0030 CRUSHED AGGREGATE SIZE NO 2 00078 TON 13.00 13.000 5.000 5.000 80.00 400.00
0040 ASPHALT SEAL AGGREGATE 00100 TON 28.00 28.000 15.000 15.000 150.00 2,250.00
0050 CL3 ASPH BASE 1.50D PG64-22 00205 TON 1,565.00 1,565.000 1,565.000 1,565.000 57.75 90,378.75
0060 CL4 ASPH BASE 1.50D PG64-22 00208 TON 4,128.00 4,128.000 4,281.970 4,281.970 57.75 247,283.76
0080 EMULSIFIED ASPHALT RS-2 00291 TON 3.00 3.000 2.460 2.460 900.00 2,214.00
0090 CL3 ASPH SURF 0.38D PG64-22 00339 TON 196.00 196.000 161.790 161.790 89.00 14,399.31
0100 CL4 ASPH SURF 0.38A PG64-22 23128ES403 TON 648.00 648.000 427.530 427.530 89.00 38,050.17
0110 ASPHALT CURING SEAL 00358 TON 8.00 8.000 0.490 0.490 550.00 269.50
0120 STORM SEWER PIPE-18 IN 00522 LF 18.53 18.530 18.500 18.500 48.00 888.00
0130 STORM SEWER PIPE-30 IN 00526 LF 41.07 41.070 40.000 40.000 80.00 3,200.00
0140 PERFORATED PIPE-4 IN 01000 LF 3,150.00 3,150.000 2,640.000 2,640.000 4.40 11,616.00
0150 PERFORATED PIPE-6 IN 01001 LF 575.00 575.000 0.000 0.000 5.50 0.00
0160 PERF PIPE HEADWALL TY 1-4 IN 01020 EACH 13.00 13.000 5.000 5.000 300.00 1,500.00
0170 PERF PIPE HEADWALL TY 1-6 IN 01021 EACH 1.00 1.000 0.000 0.000 300.00 0.00
0180 REMOVE PIPE 01310 LF 30.00 30.000 30.000 30.000 10.00 300.00
0190 S & F BOX INLET-OUTLET-18 IN 01450 EACH 1.00 1.000 2.000 2.000 1,600.00 3,200.00
0200 DROP BOX INLET TYPE 2 01493 EACH 1.00 1.000 1.000 1.000 3,000.00 3,000.00
0210 REMOVE INLET 01718 EACH 3.00 3.000 3.000 3.000 300.00 900.00
0220 CORED HOLE DRAINAGE BOX CON-6 IN 01741 EACH 2.00 2.000 0.000 0.000 70.00 0.00
0230 REMOVE CURB AND GUTTER 01812 LF 2,001.19 2,001.190 2,001.190 2,001.190 2.00 4,002.38
0240 DELINEATOR FOR GUARDRAIL-YELLOW 01983 EACH 26.00 26.000 0.000 0.000 6.00 0.00
0250 DELINEATOR FOR BARRIER-WHITE 01984 EACH 53.00 53.000 108.000 108.000 6.00 648.00
0260 DELINEATOR FOR BARRIER-YELLOW 01985 EACH 37.00 37.000 75.000 75.000 6.00 450.00
0270 RELOCATE TEMP CONC BARRIER 02003 LF 1,480.00 1,480.000 1,480.000 1,480.000 2.50 3,700.00
0280 BARRICADE-TYPE III 02014 EACH 2.00 2.000 0.000 0.000 200.00 0.00
0290 TEMP DITCH 02159 LF 1,515.00 1,515.000 0.000 0.000 1.00 0.00
0300 EXCAVATION 21554EN CUYD 7,088.00 7,988.000 7,844.140 7,844.140 9.00 70,597.26
0310 EMBANKMENT 21553EN CUYD 704.00 704.000 704.000 704.000 4.10 2,886.40
0320 WATER 02242 MGAL 27.00 27.000 0.000 0.000 0.01 0.00
0330 GUARDRAIL END TREATMENT TYPE 1 02367 EACH 2.00 2.000 2.000 2.000 2,900.00 5,800.00
0340 GUARDRAIL END TREATMENT TYPE 2A 02369 EACH 2.00 2.000 2.000 2.000 975.00 1,950.00
0350 REMOVE GUARDRAIL 02381 LF 217.00 217.000 680.000 680.000 2.00 1,360.00
0360 REMOVE GUARDRAIL END TREATMENT 02396 EACH 5.00 5.000 3.000 3.000 100.00 300.00
0370 TEMP GUARDRAIL 02397 LF 500.00 500.000 479.000 479.000 12.00 5,748.00
0380 FILL AND CAP SINKHOLE 02471 EACH 1.00 1.000 1.000 1.000 2,000.00 2,000.00
0390 CLEARING AND GRUBBING 4.27 ACRES 02545 LS 1.00 1.000 1.000 1.000 25,000.00 25,000.00
0400 SIGNS 02562 SQFT 79.50 79.500 452.000 452.000 7.00 3,164.00
0410 EDGE KEY 02585 LF 370.00 370.000 250.000 250.000 50.00 12,500.00
0420 FABRIC GEOTEXTILE TY IV FOR PIPE 02600 SQYD 222.00 222.000 0.000 0.000 2.00 0.00
0430 REMOVE HEADWALL 02625 EACH 2.00 2.000 2.000 2.000 200.00 400.00
0440 MAINTAIN & CONTROL TRAFFIC BROWNSBORO ROAD 02650 LS 1.00 1.000 1.000 1.000 30,000.00 30,000.00
0450 PORTABLE CHANGEABLE MESSAGE SIGN 02671 EACH 1.00 1.000 2.000 2.000 12,000.00 24,000.00
0460 SHOULDER RUMBLE STRIPS-SAWED 02696 LF 2,349.96 2,349.960 2,349.960 2,349.960 0.50 1,174.98
0470 TEMP SILT FENCE 02701 LF 1,515.00 1,515.000 0.000 0.000 2.00 0.00
0480 SAND FOR BLOTTER 02702 TON 19.00 19.000 0.000 0.000 20.00 0.00
0490 SILT TRAP TYPE A 02703 EACH 6.00 6.000 2.000 2.000 80.00 160.00
0500 SILT TRAP TYPE B 02704 EACH 6.00 6.000 6.000 6.000 300.00 1,800.00
0510 SILT TRAP TYPE C 02705 EACH 6.00 6.000 17.000 17.000 80.00 1,360.00
0520 CLEAN SILT TRAP TYPE A 02706 EACH 18.00 18.000 2.000 2.000 10.00 20.00
0530 CLEAN SILT TRAP TYPE B 02707 EACH 18.00 18.000 10.000 10.000 10.00 100.00
0540 CLEAN SILT TRAP TYPE C 02708 EACH 18.00 18.000 3.000 3.000 10.00 30.00
0550 CLEAN TEMP SILT FENCE 02709 LF 1,515.00 1,515.000 0.000 0.000 0.20 0.00
0560 STAKING BROWNSBORO ROAD 02726 LS 1.00 1.000 1.000 1.000 10,000.00 10,000.00
0570 ARROW PANEL 02775 EACH 2.00 2.000 2.000 2.000 2,000.00 4,000.00
0580 RELOCATE CRASH CUSHION 02898 EACH 1.00 1.000 1.000 1.000 2,000.00 2,000.00
0590 CRASH CUSHION TYPE IX 02929 EACH 2.00 2.000 2.000 2.000 6,000.00 12,000.00
0600 CONCRETE BARRIER WALL TYPE 9T 03171 LF 2,060.00 2,600.000 2,500.000 2,500.000 28.00 70,000.00
0610 EROSION CONTROL BLANKET 05950 SQYD 3,433.00 3,433.000 0.000 0.000 1.34 0.00
0620 TEMP MULCH 05952 SQYD 26,765.00 26,765.000 0.000 0.000 0.12 0.00
0630 TOPDRESSING FERTILIZER 05966 TON 1.39 1.390 1.390 1.390 1,200.00 1,668.00
0640 SEEDING AND PROTECTION 05985 SQYD 26,765.00 26,765.000 10,961.120 10,961.120 0.28 3,069.11
0650 PAVE STRIPING-TEMP PAINT-6 IN 06511 LF 8,556.00 8,556.000 6,941.000 6,941.000 0.22 1,527.02
0660 PAVE STRIPING-PERM PAINT-6 IN 06515 LF 8,806.00 8,806.000 3,471.000 3,471.000 0.24 833.04
0670 PAVE STRIPING-PERM PAINT-12 IN 06517 LF 588.00 588.000 0.000 0.000 1.10 0.00
0680 PAVE STRIPING REMOVAL-6 IN 06531 LF 2,840.00 2,840.000 4,485.000 4,485.000 1.45 6,503.25
0690 PAVE STRIPING REMOVAL-12 IN 06533 LF 250.00 250.000 254.000 254.000 2.45 622.30
0700 PAVE STRIPING-TEMP REM TAPE-W 06550 LF 1,604.00 1,604.000 3,769.000 3,769.000 2.00 7,538.00
0710 PAVEMENT MARKER TY IVA-MW TEMP 06585 EACH 189.00 189.000 100.000 100.000 8.75 875.00
0720 PAVEMENT MARKER TY IVA-MY TEMP 06586 EACH 136.00 136.000 73.000 73.000 8.75 638.75
0730 PAVEMENT MARKER TYPE V-B W/R 06592 EACH 56.00 56.000 84.000 84.000 25.00 2,100.00
0740 PAVEMENT MARKER TYPE V-B Y/R 06593 EACH 23.00 23.000 23.000 23.000 25.00 575.00
0750 CONCRETE-CLASS A 08100 CUYD 11.46 11.460 12.460 12.460 1,200.00 14,952.00
0760 STEEL REINFORCEMENT 08150 LB 392.00 392.000 392.000 392.000 1.00 392.00
0770 CRASH CUSHION TY VI CLASS BT TL3 08903 EACH 1.00 2.000 2.000 2.000 6,100.00 12,200.00
0780 LOT PAY ADJUSTMENT 10000NS DOLL 18,064.00 18,064.000 -1,727.480 0.000 -1,727.480 1.00 -1,727.48 -1,727.48
0790 FUEL ADJUSTMENT 10020NS DOLL 8,048.00 8,048.000 497.170 -26,657.250 -26,160.080 1.00 497.17 -26,160.08
0800 ASPHALT ADJUSTMENT 10030NS DOLL 16,258.00 16,258.000 1,107.760 -9,817.060 -8,709.300 1.00 1,107.76 -8,709.30
0810 REMOVE CRASH CUSHION 20432ES112 EACH 2.00 2.000 2.000 2.000 400.00 800.00
0820 TURF REINFORCEMENT MAT 21261ED SQYD 279.00 279.000 279.000 279.000 5.50 1,534.50
5000 PIPELINE VIDEO INSPECTION 23131ER701 LF 31.00 31.000 0.000 0.000 3.00 0.00
8000 LANE CLOSURE 02653 EACH 0.00 1.000 1.000 1.000 2,500.00 2,500.00
8002 GRANULAR EMBANKMENT ~ UNDERCUT 20072ES805 TON 0.00 500.000 362.180 362.180 20.00 7,243.60
8003 FABRIC-GEOTEXTILE TYPE IV ~ UNDERCUT 02599 SQYD 0.00 1,700.000 1,691.890 1,691.890 1.70 2,876.21
8033 LONGITUDINAL EDGE KEY 21289ED LF 0.00 1,014.520 1,014.520 1,014.520 5.00 5,072.60
8084 LIQUIDATED DAMAGES 10111NS DOLL 0.00 0.001 0.000 0.000 1.00 0.00
8091 ASPH PAVE MILLING & TEXTURING Addtional Milling on Mainline 264 for Tie-In 02677 TON 0.00 300.000 426.630 426.630 35.00 14,932.05
8092 MOBILIZATION FOR MILL & TEXT Additonal Milling on Mainline for Tie-In 02676 LS 0.00 1.000 1.000 1.000 2,800.00 2,800.00
8094 CL3 ASPH SURF 0.38A PG64-22 Island Paving under 264 Bridge 22906ES403 TON 0.00 300.000 279.070 279.070 97.00 27,069.79
Project DE05602640822 Fed/State Project Number IM 264-1(161) Category 0002 LIGHTING
0830 POLE 40 FT MTG HT 04701 EACH 6.00 6.000 6.000 6.000 1,338.00 8,028.00
0840 BRACKET 12 FT 04724 EACH 4.00 4.000 4.000 4.000 200.00 800.00
0850 BRACKET 15 FT 04725 EACH 2.00 2.000 2.000 2.000 350.00 700.00
0860 POLE BASE 04740 EACH 6.00 6.000 6.000 6.000 652.00 3,912.00
0870 HPS LUMINAIRE 04770 EACH 6.00 6.000 6.000 6.000 300.00 1,800.00
0880 FUSED CONNECTOR KIT 04780 EACH 14.00 14.000 16.000 16.000 68.00 1,088.00
0890 CONDUIT-2 IN 04795 LF 1,400.00 1,400.000 560.000 560.000 7.62 4,267.20
0900 TRENCHING AND BACKFILLING 04820 LF 660.00 660.000 564.000 564.000 3.50 1,974.00
0910 WIRE-NO. 12 04832 LF 660.00 660.000 684.000 684.000 0.50 342.00
0920 WIRE-NO. 6 04834 LF 4,200.00 4,200.000 4,818.000 4,818.000 1.25 6,022.50
0930 JUNCTION BOX TYPE A 20391NS835 EACH 1.00 1.000 1.000 1.000 500.00 500.00
Project DE05602640822 Fed/State Project Number IM 264-1(161) Category 0003 SIGNING
0940 SBM ALUMINUM PANEL SIGNS 06405 SQFT 544.30 544.300 545.500 545.500 18.50 10,091.75
0950 SBM ALUM SHEET SIGNS .125 IN 06407 SQFT 30.00 30.000 30.000 30.000 12.00 360.00
0960 STEEL POST TYPE 1 06410 LF 26.00 26.000 26.000 26.000 10.00 260.00
0970 REM OVERHEAD SIGN SUPPORT STR 06449 EACH 1.00 1.000 1.000 1.000 1,500.00 1,500.00
0980 REM OVERHEAD STRUC CONC BASE 06450 EACH 2.00 2.000 3.000 3.000 1,500.00 4,500.00
0990 REMOVE SIGN SUPPORT BEAM 06451 EACH 4.00 4.000 2.000 2.000 200.00 400.00
1000 CLASS A CONCRETE FOR SIGNS 06490 CUYD 0.45 0.450 0.450 0.450 600.00 270.00
1010 ROADWAY CROSS SECTION 20419ED EACH 1.00 1.000 1.000 1.000 350.00 350.00
1020 REMOVE SIGN 21373ND EACH 2.00 2.000 2.000 2.000 25.00 50.00
1030 GMSS TYPE D 21596ND EACH 2.00 2.000 2.000 2.000 250.00 500.00
5010 SBM ALUM SHEET SIGNS .080 IN 06406 SQFT 18.00 18.000 18.000 18.000 12.00 216.00
8009 REMOVE STRUCTURE ~ CONCRETE BASE 02731 LS 0.00 1.000 1.000 1.000 8,958.12 8,958.12
8106 RELOCATE SIGN Relocate Overhead Sign and Truss on I-264 EB 98923N EACH 0.00 1.000 1.000 1.000 7,000.00 7,000.00

SUBTOT

$-122.55

$36,563,950.21

LNNBR STOCKPILE ADJUSTMENTS

UNIT

ADJ. QUANTITY

EST NBR

UNIT PRICE

ADJUSTED AMOUNT

0830-1-0I

TRAFFIC INCIDENTAL

EACH

6.00 0029 $590.100000 $3,540.60

0830-10C

TRAFFIC INCIDENTAL

EACH

0.00 0065 $590.100000 -3,540.60 $-3,540.60
SUBTOT

$0.00

 

 

 

Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0001 ROADWAY
LINE ITEM NUMBER ITEM DESCRIPTION ITEM NO. UNIT PLAN QTY CURRENT QUANTITY QUANTITY PAID THIS EST QUANTITY PAID PREV. EST QUANTITY PAID TO DATE UNIT PRICE AMOUNT PAID THIS EST AMOUNT PAID TO DATE
0010 DGA BASE 00001 TON 22,894.00 22,894.000 -18.280 32,963.420 32,945.140 15.00 -274.20 494,177.10
0020 LEVELING & WEDGING PG64-22 00190 TON 59.00 59.000 245.130 1,327.960 1,573.090 92.75 22,735.80 145,904.09
0030 CL3 ASPH BASE 1.00D PG64-22 00214 TON 27,299.00 27,299.000 1,023.980 29,536.210 30,560.190 60.75 62,206.78 1,856,531.54
0040 ENTRANCE PIPE-15 IN 00440 LF 58.00 58.000 0.000 0.000 35.00 0.00
0050 ENTRANCE PIPE-15 IN EQUIV 00450 LF 135.00 135.000 105.000 105.000 40.00 4,200.00
0060 STORM SEWER PIPE-15 IN 00521 LF 660.00 660.000 788.250 788.250 40.00 31,530.00
0070 STORM SEWER PIPE-18 IN 00522 LF 3,322.00 3,322.000 2,777.410 2,777.410 48.00 133,315.68
0080 STORM SEWER PIPE-24 IN 00524 LF 1,142.00 1,170.000 1,149.020 1,149.020 70.00 80,431.40
0090 STORM SEWER PIPE-30 IN 00526 LF 777.00 777.000 575.670 575.670 80.00 46,053.60
0100 STORM SEWER PIPE-36 IN 00528 LF 1,602.00 1,694.000 1,606.000 1,606.000 90.00 144,540.00
0110 STORM SEWER PIPE-42 IN 00529 LF 92.00 0.000 7.500 7.500 250.00 1,875.00
0120 STORM SEWER PIPE-15 IN EQUIV 00551 LF 122.00 122.000 307.740 307.740 50.00 15,387.00
0130 STORM SEWER PIPE-18 IN EQUIV 00552 LF 580.00 580.000 620.430 620.430 55.00 34,123.65
0140 STORM SEWER PIPE-24 IN EQUIV 00554 LF 40.00 40.000 63.400 63.400 55.00 3,487.00
0150 STORM SEWER PIPE-30 IN EQUIV 00556 LF 179.00 179.000 309.300 309.300 130.00 40,209.00
0160 STORM SEWER PIPE-36 IN EQUIV 00558 LF 1,058.00 1,058.000 1,099.000 1,099.000 80.00 87,920.00
0170 STORM SEWER PIPE-42 IN EQUIV 00559 LF 216.00 216.000 216.000 216.000 130.00 28,080.00
0180 SLOTTED DRAIN PIPE-12 IN 00980 LF 90.00 90.000 0.000 0.000 130.00 0.00
0190 PERFORATED PIPE-4 IN 01000 LF 392.00 392.000 220.000 220.000 4.40 968.00
0200 REMOVE PIPE 01310 LF 8,344.00 8,344.000 4,647.330 4,647.330 10.00 46,473.30
0210 PLUG PIPE 01314 EACH 7.00 7.000 59.000 59.000 250.00 14,750.00
0220 S & F BOX INLET-OUTLET-18 IN 01450 EACH 3.00 3.000 5.000 5.000 1,600.00 8,000.00
0230 S & F BOX INLET-OUTLET-24 IN 01451 EACH 3.00 3.000 3.000 3.000 2,200.00 6,600.00
0240 CURB BOX INLET TYPE A 01456 EACH 23.00 23.000 23.000 23.000 2,500.00 57,500.00
0250 CURB BOX INLET TYPE A MOD 01459 EACH 38.00 38.000 38.000 38.000 3,000.00 114,000.00
0260 CURB BOX INLET TYPE B 01480 EACH 6.00 1.000 1.000 1.000 4,000.00 4,000.00
0270 DROP BOX INLET TYPE 3 01496 EACH 17.00 17.000 14.000 14.000 2,600.00 36,400.00
0280 DROP BOX INLET TYPE 13G 01559 EACH 9.00 9.000 10.000 10.000 1,600.00 16,000.00
0290 DROP BOX INLET TYPE 13S 01568 EACH 11.00 11.000 10.000 10.000 3,000.00 30,000.00
0300 DROP BOX INLET TYPE 14 01577 EACH 7.00 7.000 6.000 6.000 1,500.00 9,000.00
0310 MANHOLE TYPE A 01756 EACH 6.00 6.000 5.000 5.000 2,000.00 10,000.00
0320 MANHOLE TYPE C 01767 EACH 6.00 7.000 6.000 6.000 3,600.00 21,600.00
0330 ADJUST MANHOLE 01792 EACH 15.00 15.000 18.000 18.000 500.00 9,000.00
0340 STANDARD CURB AND GUTTER MOD 01811 LF 11,277.00 11,277.000 12,521.150 12,521.150 15.25 190,947.53
0350 LIP CURB AND GUTTER MOD 01821 LF 339.00 339.000 195.180 195.180 15.00 2,927.70
0360 BARRICADE-TYPE III 02014 EACH 6.00 6.000 20.000 20.000 200.00 4,000.00
0370 CEM CONC ENT PAVEMENT-8 IN 02101 SQYD 1,320.00 1,320.000 939.110 939.110 50.00 46,955.50
0380 TEMP DITCH 02159 LF 6,700.00 6,700.000 0.000 0.000 1.00 0.00
0390 GRANULAR EMBANKMENT 02223 CUYD 15,984.00 15,984.000 8,232.330 8,232.330 24.00 197,575.92
0400 WATER 02242 MGAL 64.00 64.000 0.100 0.100 0.01 0.00
0410 R/W MARKER MUNICIPAL TYPE 1 02437 EACH 51.00 51.000 50.000 50.000 85.00 4,250.00
0420 CHANNEL LINING CLASS II 02483 TON 69.00 69.000 37.190 37.190 30.00 1,115.70
0430 CLEARING AND GRUBBING 17.1 ACRES 02545 LS 1.00 1.000 1.000 1.000 50,000.00 50,000.00
0440 SIGNS 02562 SQFT 1,500.00 1,500.000 368.000 368.000 7.00 2,576.00
0450 FABRIC-GEOTEXTILE TYPE IV 02599 SQYD 44,439.00 44,439.000 69,895.650 69,895.650 1.70 118,822.60
0460 FABRIC GEOTEXTILE TY IV FOR PIPE 02600 SQYD 35,669.00 35,669.000 0.000 0.000 2.00 0.00
0470 DIVERSIONS (BY-PASS DETOURS) ST A 56+50 TO 62+50 02651 LS 1.00 1.000 1.000 1.000 15,000.00 15,000.00
0480 DIVERSIONS (BY-PASS DETOURS) STA 10+50 TO 47+00 02651 LS 1.00 1.000 1.000 1.000 110,000.00 110,000.00
0490 DIVERSIONS (BY-PASS DETOURS) STA 48+74.6 TO 52+18 02651 LS 1.00 1.000 1.000 1.000 12,000.00 12,000.00
0500 PORTABLE CHANGEABLE MESSAGE SIGN 02671 EACH 2.00 1.000 1.000 1.000 12,000.00 12,000.00
0510 SAFELOADING 02690 CUYD 789.00 789.000 49.500 49.500 0.01 0.49
0520 TEMP SILT FENCE 02701 LF 4,780.00 4,780.000 16,903.000 16,903.000 2.00 33,806.00
0530 SILT TRAP TYPE A 02703 EACH 34.00 34.000 33.000 33.000 80.00 2,640.00
0540 SILT TRAP TYPE B 02704 EACH 34.00 34.000 11.000 11.000 300.00 3,300.00
0550 SILT TRAP TYPE C 02705 EACH 131.00 131.000 111.000 111.000 80.00 8,880.00
0560 CLEAN SILT TRAP TYPE A 02706 EACH 102.00 102.000 1.000 1.000 10.00 10.00
0570 CLEAN SILT TRAP TYPE B 02707 EACH 102.00 102.000 1.000 1.000 10.00 10.00
0580 CLEAN SILT TRAP TYPE C 02708 EACH 524.00 524.000 5.000 5.000 10.00 50.00
0590 CLEAN TEMP SILT FENCE 02709 LF 19,120.00 19,120.000 300.000 300.000 0.20 60.00
0600 SIDEWALK-4 IN CONCRETE 02720 SQYD 5,428.00 5,428.000 5,419.020 5,419.020 33.50 181,537.17
0610 STAKING KY 1447 02726 LS 1.00 1.000 1.000 1.000 80,000.00 80,000.00
0620 REMOVE STRUCTURE 5X3 02731 LS 1.00 1.000 1.000 1.000 30,000.00 30,000.00
0630 REMOVE STRUCTURE 8X5 02731 LS 1.00 1.000 1.000 1.000 20,000.00 20,000.00
0640 TUBULAR MARKERS 03225 EACH 28.00 28.000 0.000 0.000 35.00 0.00
0650 JUNCTION BOX TYPE B 04811 EACH 1.00 1.000 2.000 2.000 650.00 1,300.00
0660 TEMP SIGNAL MULTI PHASE 04934 EACH 1.00 1.000 1.000 1.000 19,900.00 19,900.00
0670 EROSION CONTROL BLANKET 05950 SQYD 874.00 874.000 11,250.000 11,250.000 1.34 15,075.00
0680 TEMP MULCH 05952 SQYD 75,068.00 25,068.000 0.000 0.000 0.12 0.00
0690 TEMP SEEDING AND PROTECTION 05953 SQYD 37,534.00 37,534.000 23,623.000 23,623.000 0.16 3,779.68
0700 TOPDRESSING FERTILIZER 05966 TON 3.88 3.880 1.110 1.110 1,200.00 1,332.00
0710 SEEDING AND PROTECTION 05985 SQYD 37,534.00 37,534.000 18,506.210 18,506.210 0.28 5,181.73
0720 SODDING 05990 SQYD 21,050.00 21,050.000 20,721.730 20,721.730 4.00 82,886.92
0730 PAVE STRIPING-TEMP PAINT-4 IN 06510 LF 36,892.00 36,892.000 116,099.000 116,099.000 0.19 22,058.81
0740 PAVE STRIPING-PERM PAINT-4 IN 06514 LF 33,497.00 33,497.000 24,179.000 24,179.000 0.18 4,352.22
0750 PAVE STRIPING-PERM PAINT-6 IN 06515 LF 9,347.00 9,347.000 10,499.000 10,499.000 0.24 2,519.76
0760 PAVE MARKING-THERMO X-WALK-6 IN 06565 LF 696.00 696.000 580.000 580.000 2.95 1,711.00
0770 PAVE MARKING-THERMO X-WALK-12 IN 06566 LF 124.00 124.000 0.000 0.000 5.25 0.00
0780 PAVE MARKING-THERMO STOP BAR-24IN 06568 LF 174.00 174.000 671.000 671.000 9.75 6,542.25
0790 PAVE MARKING-PAINT CROSS-HATCH 06570 SQFT 10,714.00 10,714.000 0.000 0.000 0.72 0.00
0800 PAVE MARKING-DOTTED LANE EXTEN 06572 LF 237.00 237.000 0.000 0.000 1.35 0.00
0810 PAVE MARKING-THERMO STR ARROW 06573 EACH 40.00 40.000 45.000 45.000 110.00 4,950.00
0820 PAVE MARKING-THERMO CURV ARROW 06574 EACH 45.00 45.000 58.000 58.000 110.00 6,380.00
0830 PAVE MARKING-THERMO COMB ARROW 06575 EACH 2.00 2.000 2.000 2.000 145.00 290.00
0840 PAVE MARKING-THERMO ONLY 06576 EACH 2.00 2.000 2.000 2.000 175.00 350.00
0850 PAVEMENT MARKER TYPE V-MW 06589 EACH 155.00 155.000 221.000 221.000 25.00 5,525.00
0860 PAVEMENT MARKER TYPE V-BY 06591 EACH 265.00 265.000 210.000 210.000 25.00 5,250.00
0870 CONCRETE-CLASS A 08100 CUYD 14.19 14.190 14.190 14.190 1,200.00 17,028.00
0880 STEEL REINFORCEMENT 08150 LB 742.50 742.500 742.500 742.500 1.00 742.50
0890 LOT PAY ADJUSTMENT 10000NS DOLL 66,000.00 66,000.000 14,866.960 0.000 14,866.960 1.00 14,866.96 14,866.96
0900 FUEL ADJUSTMENT 10020NS DOLL 39,385.00 39,385.000 6,090.990 -163,389.740 -157,298.750 1.00 6,090.99 -157,298.75
0910 ASPHALT ADJUSTMENT 10030NS DOLL 59,404.00 59,404.000 17,098.500 -289,872.170 -272,773.670 1.00 17,098.50 -272,773.67
0920 CURB BOX INLET TY W 20087EC EACH 1.00 1.000 1.000 1.000 7,000.00 7,000.00
0930 PAVE MARK TEMP PAINT STOP BAR 20099ES842 LF 88.00 88.000 99.000 99.000 4.75 470.25
0940 PAVE MARK TEMP PAINT LINE ARROW 20100ES842 EACH 20.00 20.000 38.000 38.000 44.50 1,691.00
0950 DROP BOX INLET TY 13G(MOD) 20569ES710 EACH 2.00 2.000 0.000 0.000 3,000.00 0.00
0960 DROP BOX INLET TY 13S(MOD) 20570ES710 EACH 3.00 3.000 5.000 5.000 5,000.00 25,000.00
0970 DROP BOX INLET TY 16G(MOD) 20571ES710 EACH 1.00 1.000 1.000 1.000 3,000.00 3,000.00
0980 RETAINING WALL SYSTEM BLOCK AND CAP 20752ED SQFT 1,662.00 1,662.000 3,159.050 3,159.050 30.00 94,771.50
0990 PAVE MARKING THERMO-BIKE 20782NS714 EACH 44.00 44.000 45.000 45.000 285.00 12,825.00
1000 TURF REINFORCEMENT MAT 21261ED SQYD 110.00 110.000 110.000 110.000 5.50 605.00
1010 SNOW FENCE 21476ED LF 72.00 72.000 78.000 78.000 10.00 780.00
1020 CURB BOX INLET TYPE B MODIFIED 21546ED EACH 5.00 5.000 4.000 4.000 8,000.00 32,000.00
1030 EMBANKMENT 21553EN CUYD 14,354.50 14,354.500 14,354.500 14,354.500 4.10 58,853.45
1040 EXCAVATION 21554EN CUYD 38,863.50 63,648.500 54,445.820 54,445.820 9.00 490,012.38
1050 STAMPED ASPHALT 22075EN SQYD 1,557.00 1,557.000 0.000 0.000 60.00 0.00
1060 CL3 ASPH SURF 0.38A PG64-22 22906ES403 TON 5,644.00 5,644.000 5,427.730 5,427.730 76.25 413,864.41
5000 PIPELINE VIDEO INSPECTION 23131ER701 LF 4,895.00 4,895.000 4,672.000 4,672.000 3.00 14,016.00
5010 MAINTAIN & CONTROL TRAFFIC KY 1447 02650 LS 1.00 1.000 0.030 0.970 1.000 100,000.00 3,000.00 100,000.00
8010 EW~ REMOVE CONCRETE BIN 10090NX LS 0.00 1.000 1.000 1.000 1,200.00 1,200.00
8013 EW~ STORM SEWER TIE-IN (THIERMAN) 10090NX LS 0.00 1.000 1.000 1.000 6,700.00 6,700.00
8025 TIE-IN TO CBI - 18 IN 03479 EACH 0.00 2.000 2.000 2.000 550.00 1,100.00
8029 EW~ TIE-IN EXISTING 24" HDPE TO BOX 10090NX LS 0.00 1.000 1.000 1.000 2,807.20 2,807.20
8036 EW~ DRAINAGE STRUCTURE MOD. 10094NX EACH 0.00 5.000 5.000 5.000 550.00 2,750.00
8042 BEND 45 DEG 16 IN ACTUALLY 15 IN REQUIRED 03558 EACH 0.00 2.000 2.000 2.000 275.00 550.00
8043 TIE-IN EXISTING CURB BOX INLET 03479 EACH 0.00 1.000 1.000 1.000 550.00 550.00
8044 TEMPORARY PIPE 15 IN TO D9 INCLUDE REMOVAL OF PIPE 20166ES810 LF 0.00 26.000 26.000 26.000 54.45 1,415.70
8046 EW~ INSTALL & REMOVE PLATES OVER BOXES FOR DIVERSION 10094NX EACH 0.00 23.000 21.000 21.000 605.00 12,705.00
8049 EW~ RELALIGN EXISTING 48 IN PUMP DRAIN THIERMAN LN 10090NX LS 0.00 1.000 1.000 1.000 13,585.00 13,585.00
8054 FABRIC-GEOTEXTILE TYPE IV UNDERCUT WESTPORT ROAD 02599 SQYD 0.00 77,733.000 58,276.920 58,276.920 1.70 99,070.76
8056 GRANULAR EMBANKMENT UNDERCUT WESTPORT ROAD 20072ES805 TON 0.00 32,791.000 44,428.850 44,428.850 20.00 888,577.00
8058 EW~ BACKFILL EXCAVATED HOLE FOR DELTED BOX 10092EX TON 0.00 175.000 175.000 175.000 11.66 2,040.50
8059 EW~ MODIFY 42 IN HOLES TO 24 IN & 36 IN 10094NX EACH 0.00 2.000 2.000 2.000 550.00 1,100.00
8060 EW~ 24 IN and 36 IN pipe collars 10094NX EACH 0.00 2.000 2.000 2.000 550.00 1,100.00
8061 STORM SEWER PIPE-48 IN Thierman Lane Reconstruction 00530 LF 0.00 24.000 259.000 259.000 213.40 55,270.60
8062 EW~ Non-Production Costsassociated with Thierman Lane 10090NX LS 0.00 1.000 1.000 1.000 1,031.06 1,031.06
8065 EW~ Pavement Repair to Thierman Lane 10090NX LS 0.00 1.000 1.000 1.000 2,750.00 2,750.00
8072 STAKING Additional Staking and calculation. 02726 LS 0.00 0.000 0.000 0.000 1,570.25 0.00
8073 EW~ Modifing, coring, or plugging holes in drop boxes 10094NX EACH 0.00 0.000 0.000 0.000 550.00 0.00
8074 MODIFY BOX INLET modify boxes to shallower elevation to avoid sewer line 22617NN EACH 0.00 0.000 0.000 0.000 550.00 0.00
8075 TIE-IN CONCRETE COLLAR 03479 EACH 0.00 4.000 4.000 4.000 550.00 2,200.00
8076 STORM SEWER PIPE-30 IN Additional pipe for Thierman Lane 00526 LF 0.00 15.000 15.000 15.000 58.74 881.10
8077 EW~ Realignment and added excavation for boxes F3, F2, E4, E3 10090NX LS 0.00 1.000 1.000 1.000 3,437.50 3,437.50
8078 CLEARING AND GRUBBING ADDITIONAL 02545 LS 0.00 1.000 1.000 1.000 78,613.00 78,613.00
8082 CONNECT TO STORM SEWER STRUCTURE 23794EC EACH 0.00 3.000 0.000 0.000 934.35 0.00
8083 EW~ Connect to Storm Sewer Pipe 10094NX EACH 0.00 8.000 0.000 0.000 494.35 0.00
8084 LIQUIDATED DAMAGES 10111NS DOLL 0.00 0.001 0.000 0.000 1.00 0.00
8085 EW~ Blasting Cost incurred 10090NX LS 0.00 1.000 1.000 1.000 8,588.52 8,588.52
8088 REMOVE AND RESET HEADWALL D4 due to improper skew 21423ND EACH 0.00 1.000 1.000 1.000 1,048.47 1,048.47
8090 STAKING Extra for Medians and Foeburn 02726 LS 0.00 1.000 1.000 1.000 1,534.50 1,534.50
8100 STAKING Additional 02726 LS 0.00 1.000 1.000 1.000 1,570.25 1,570.25
8101 CORED HOLE DRAINAGE BOX CON MODIFYING- PLUGGING-CORING 23610NC EACH 0.00 6.000 6.000 6.000 550.00 3,300.00
8102 GRADE & DRAIN Grading & Excavation for Drives/Yards on Hubbards/Castleview 09994E03 LS 0.00 1.000 1.000 1.000 10,189.57 10,189.57
8103 EARTHWORK Backfilling retaining wall along Westport-East of Beechwood 20196ED LS 0.00 1.000 1.000 1.000 5,123.10 5,123.10
8104 CLEARING AND GRUBBING Clearing / Grading Along Kroger Entrance For Sidewalk 02545 LS 0.00 1.000 1.000 1.000 1,156.76 1,156.76
8105 REMOVE PAVEMENT Remove Temp Pavement in Foeburn Lane 02091 SQYD 0.00 150.000 150.000 150.000 20.85 3,127.50
8109 PAVING Repair, Mill and Resurface Parking Lot at Walden School 09996N03 LS 0.00 1.000 1.000 1.000 40,700.00 40,700.00
8110 EW~ COMPLETION OF VARIOUS PROJECT CHANGES 10090NX LS 0.00 1.000 1.000 1.000 19,600.00 19,600.00
8112 CURB BOX INLET TYPE B MODIFIED Structure E2 - Sta 33+25 LT 21546ED EACH 0.00 1.000 1.000 1.000 5,205.77 5,205.77
8113 CURB BOX INLET TYPE B MODIFIED Structure E13 - Sta 32+43 21546ED EACH 0.00 1.000 1.000 1.000 4,692.30 4,692.30
8114 CURB BOX INLET TYPE B MODIFIED Structure E1 - Sta 32+00 21546ED EACH 0.00 1.000 1.000 1.000 4,469.10 4,469.10
8115 CURB BOX INLET TYPE B MODIFIED Structure D14 Sta 31+00 21546ED EACH 0.00 1.000 1.000 1.000 5,300.19 5,300.19
8116 CURB BOX INLET TYPE B MODIFIED Structure D6 - Sta 29+50 21546ED EACH 0.00 1.000 1.000 1.000 5,047.68 5,047.68
Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0003 SEWER
1070 SEWER PIPE-8 IN 01052 LF 112.00 112.000 116.500 116.500 140.00 16,310.00
1080 SEWER PIPE-10 IN 01053 LF 80.00 80.000 91.000 91.000 140.00 12,740.00
1090 RECONSTRUCT MANHOLE 01789 EACH 1.00 0.000 0.000 0.000 4,000.00 0.00
1100 CONCRETE ENCASEMENT 20096ES601 CUYD 14.00 14.000 9.000 9.000 150.00 1,350.00
1110 MAINTAIN & CONTROL TRAFFIC FOEBURN LANE 21741NC EACH 1.00 1.000 1.000 1.000 8,000.00 8,000.00
1120 MANHOLE-4 FT TYPE 1 WITH CASTING 21918NN EACH 12.00 12.000 12.000 12.000 6,000.00 72,000.00
1130 MANHOLE-5 FT TYPE 1 WITH CASTING 21919NN EACH 1.00 1.000 1.000 1.000 8,000.00 8,000.00
1140 SANITARY SEWER-18 IN RCP CLASS IV 22991EN LF 2,095.00 0.000 181.800 181.800 215.00 39,087.00
1150 SANITARY SEWER-18 IN RCP CLASS IV ROCK BORE WITH 36 INCH CASING PIPE 22991EN LF 60.00 60.000 0.000 0.000 1,000.00 0.00
1160 SPECIAL OVERFLOW WEIR MANHOLE-5 FT 22992NN EACH 1.00 1.000 1.000 1.000 15,000.00 15,000.00
1170 STONE BAG INLET PROTECTION 22993NN EACH 3.00 3.000 2.000 2.000 100.00 200.00
1180 TEMP SEEDING AND MULCH ANCHORING 22994EN SQYD 400.00 400.000 0.000 0.000 0.60 0.00
1190 SANITARY SEWER SERVICE CONNECTION- 4 IN 22995EN LF 42.00 42.000 72.000 72.000 80.00 5,760.00
1200 SANITARY SEWER SERVICE CONNECTION- 6 IN 22996EN LF 60.00 60.000 36.000 36.000 80.00 2,880.00
1210 PERM PAVE RESTORATION FOR 18 IN PIPE 22997EN LF 105.00 105.000 0.000 0.000 80.00 0.00
1220 TEMP PAVE RESTORATION FOR 18 IN PIPE 22998EN LF 94.00 94.000 325.000 325.000 65.00 21,125.00
1230 TEMP PAVE RESTORATION FOR 10 IN PIPE 22999EN LF 80.00 80.000 0.000 0.000 65.00 0.00
1240 TEMP PAVE RESTORATION FOR 8 IN PIPE 23000EN LF 28.00 28.000 0.000 0.000 65.00 0.00
1250 ASPHALT RESURFACING-1 1/2 IN 23001EN SQYD 415.00 415.000 0.000 0.000 12.00 0.00
1260 COLOR PHOTOGRAPHS 23002NN EACH 100.00 100.000 213.000 213.000 6.00 1,278.00
1270 VIDEO RECORDING 23003NN EACH 1.00 1.000 1.000 1.000 5,000.00 5,000.00
1280 PUMP STATION DEMOLITION 23004NN EACH 1.00 1.000 1.000 1.000 15,000.00 15,000.00
8014 SEWER PIPE-18 IN 01056 LF 0.00 2,095.000 2,095.000 2,095.000 214.79 449,985.05
8028 EW~ CHIMNEY SEALS 10094NX EACH 0.00 14.000 14.000 14.000 319.00 4,466.00
8035 EW~ REMOVE EXISITING ENCASEMENT 10090NX LS 0.00 1.000 -1.000 2.000 1.000 1,700.60 -1,700.60 1,700.60
8052 EW~ Lower Sanitary MH #19 10094NX EACH 0.00 1.000 1.000 1.000 1,000.00 1,000.00
Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0004 UTILITIES
1290 MANHOLE TYPE A UTILITY VAULT 01756 EACH 12.00 12.000 9.000 9.000 800.00 7,200.00
1300 CONCRETE CAP TYPE A 02556 CUYD 3.00 3.000 4.000 4.000 200.00 800.00
1310 CONCRETE CAP TYPE B 02556 CUYD 2.00 2.000 0.000 0.000 200.00 0.00
1320 CONCRETE CAP TYPE C 02556 CUYD 22.00 22.000 1.000 1.000 200.00 200.00
1330 CONDUIT-4 IN CONCRETE ENCASED 04799 LF 965.00 965.000 1,485.000 1,485.000 55.00 81,675.00
1340 CONDUIT-4 IN SAND ENCASED 04799 LF 5,385.00 5,385.000 8,497.000 8,497.000 38.00 322,886.00
Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0005 SIGNALIZATION
1350 CONDUIT-1 1/4 IN 04793 LF 529.00 529.000 465.000 465.000 7.00 3,255.00
1360 CONDUIT-2 IN 04795 LF 40.00 40.000 25.000 25.000 7.62 190.50
1370 TRENCHING AND BACKFILLING 04820 LF 484.00 484.000 480.000 480.000 3.50 1,680.00
1380 LOOP WIRE 04830 LF 2,950.00 2,950.000 2,898.000 2,898.000 0.25 724.50
1390 CABLE-NO. 14/5C 04844 LF 2,209.00 2,209.000 2,570.000 2,570.000 1.25 3,212.50
1400 CABLE-NO. 14/7C 04845 LF 625.00 625.000 635.000 635.000 1.25 793.75
1410 CABLE-NO. 14/1 PAIR 04850 LF 1,325.00 1,325.000 2,035.000 2,035.000 1.25 2,543.75
1420 SIGNAL PEDESTAL 04882 EACH 2.00 2.000 2.000 2.000 574.00 1,148.00
1430 MESSENGER-10800 LB 04885 LF 684.00 684.000 1,250.000 1,250.000 3.50 4,375.00
1440 INSTALL LED SIGNAL 12 INCH 04887 EACH 12.00 12.000 12.000 12.000 175.00 2,100.00
1450 LOOP SAW SLOT AND FILL 04895 LF 1,100.00 1,100.000 1,099.000 1,099.000 11.00 12,089.00
1460 PEDESTRIAN DETECTOR 04900 EACH 10.00 10.000 10.000 10.000 235.00 2,350.00
1470 BEACON CONTROLLER-2 CIRCUIT 04930 EACH 2.00 2.000 2.000 2.000 1,337.00 2,674.00
1480 INSTALL CONTROLLER TYPE 170 04931 EACH 1.00 1.000 1.000 1.000 2,000.00 2,000.00
1490 INSTALL STEEL STRAIN POLE 04932 EACH 10.00 10.000 10.000 10.000 2,500.00 25,000.00
1500 REMOVE SIGNAL EQUIPMENT 04950 EACH 2.00 2.000 1.000 1.000 400.00 400.00
1510 TEMP RELOCATION OF SIGNAL HEAD 04953 EACH 12.00 12.000 12.000 12.000 275.00 3,300.00
1520 INSTALL LED SIGNAL-3 SECTION 20188NS835 EACH 6.00 6.000 6.000 6.000 210.00 1,260.00
1530 INSTALL LED SIGNAL-5 SECTION 20189NS835 EACH 4.00 4.000 4.000 4.000 210.00 840.00
1540 PEDESTAL POST 23051NN EACH 1.00 1.000 4.000 4.000 500.00 2,000.00
1550 SPAN MOUNTED SIGN 23052NN EACH 2.00 2.000 2.000 2.000 4.000 100.00 200.00 400.00
1560 ADVANCE BEACON CONTROL 23053NN EACH 1.00 1.000 1.000 1.000 16,520.00 16,520.00
1570 INSTALL SIGNAL-PEDESTRIAN COUNTDOWN 23064NN EACH 8.00 8.000 8.000 8.000 300.00 2,400.00
Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0006 WATERLINE
1580 STEEL ENCASEMENT PIPE-16 IN 01073 LF 170.00 170.000 145.000 145.000 260.00 37,700.00
1590 STEEL ENCASEMENT PIPE-20 IN AT HUBBARDS LANE 01076 LF 100.00 100.000 100.000 100.000 500.00 50,000.00
1600 STEEL ENCASEMENT PIPE-20 IN NEAR WALDEN SCHOOL 01076 LF 75.00 75.000 75.000 75.000 800.00 60,000.00
1610 DUCTILE IRON PIPE-4 IN 01091 LF 775.00 775.000 0.000 0.000 30.00 0.00
1620 DUCTILE IRON PIPE-6 IN 01093 LF 85.00 85.000 85.500 85.500 50.00 4,275.00
1630 DUCTILE IRON PIPE-8 IN 01095 LF 675.00 675.000 669.500 669.500 55.00 36,822.50
1640 DUCTILE IRON PIPE-12 IN 01099 LF 3,925.00 3,925.000 3,959.500 3,959.500 115.00 455,342.50
1650 REMOVE FIRE HYDRANT 03434 EACH 1.00 1.000 3.000 3.000 900.00 2,700.00
1660 TIE-IN 6 IN 03466 EACH 8.00 8.000 10.000 10.000 2,500.00 25,000.00
1670 TIE-IN 8 IN 03468 EACH 4.00 4.000 6.000 6.000 2,500.00 15,000.00
1680 TIE-IN 12 IN 03472 EACH 18.00 18.000 1.000 1.000 3,000.00 3,000.00
1690 GATE VALVE-4 IN 03524 EACH 1.00 1.000 0.000 0.000 200.00 0.00
1700 GATE VALVE-6 IN 03526 EACH 19.00 19.000 18.000 18.000 200.00 3,600.00
1710 GATE VALVE-8 IN 03528 EACH 17.00 17.000 7.000 7.000 1,000.00 7,000.00
1720 GATE VALVE-12 IN 03532 EACH 18.00 18.000 18.000 18.000 3,000.00 54,000.00
1730 BEND 45 DEG 12 IN 03556 EACH 24.00 24.000 32.000 32.000 1,200.00 38,400.00
1740 BEND 90 DEG 12 IN 03562 EACH 1.00 1.000 0.000 0.000 1,200.00 0.00
1750 PRESTRESSED CONC PIPE-48 IN 20101ES810 LF 1,390.00 1,390.000 1,382.500 1,382.500 665.00 919,362.50
1760 CLOSURE-48 IN 20102EC EACH 2.00 2.000 2.000 2.000 14,000.00 28,000.00
1770 ACCESS MANHOLE W/2 IN OUTLET 20106ND EACH 1.00 1.000 1.000 1.000 8,000.00 8,000.00
1780 BEND 22.5 DEG 48 IN AND UNDER 20109EC EACH 10.00 10.000 7.000 7.000 7,000.00 49,000.00
1790 BEND 22.5 DEG 48 IN AND UP 20109EC EACH 6.00 6.000 8.000 8.000 9,000.00 72,000.00
1800 PRESSURE TEST BULKHEAD-48 IN 20113EC EACH 2.00 2.000 2.000 2.000 14,000.00 28,000.00
1810 SNAP RING JOINT-48 IN PCCP 20115EC EACH 65.00 65.000 80.000 80.000 1,150.00 92,000.00
1820 ACCESS MANHOLE VAULT 20153EC EACH 1.00 1.000 1.000 1.000 8,000.00 8,000.00
1830 DRAIN ASSEMBLY 8 INCH 20154ND EACH 11.00 11.000 8.000 8.000 8,000.00 64,000.00
1840 INSTALL FIRE HYDRANT 20329EC EACH 11.00 11.000 13.000 13.000 1,420.00 18,460.00
1850 STEEL ENCASEMENT PIPE-48 IN AT 4187 WESTPORT ROAD 20429EC LF 60.00 60.000 60.000 60.000 1,150.00 69,000.00
1860 STEEL ENCASEMENT PIPE-48 IN NEAR AMBRIDGE CIRCLE 20429EC LF 80.00 80.000 80.000 80.000 1,080.00 86,400.00
1870 CUT AND PLUG 16 IN 20707ND EACH 1.00 1.000 0.000 0.000 3,125.00 0.00
1880 TEE 12 IN X 12 IN 20821ND EACH 4.00 4.000 4.000 4.000 615.00 2,460.00
1890 ANCHOR TEE 12 IN X 6 IN HYDRANT VALVE 20823ND EACH 8.00 8.000 15.000 15.000 710.00 10,650.00
1900 REDUCER 12 IN X 8 IN 20824ND EACH 2.00 2.000 1.000 1.000 375.00 375.00
1910 TEE 12 IN X 8 IN 21094ND EACH 3.00 3.000 4.000 4.000 660.00 2,640.00
1920 REDUCER 12 IN X 4 IN 21098ND EACH 1.00 1.000 0.000 0.000 450.00 0.00
1930 CAP 12 IN 21099ND EACH 1.00 1.000 2.000 2.000 375.00 750.00
1940 CUT AND PLUG 6 IN 21114ND EACH 8.00 8.000 10.000 10.000 2,010.00 20,100.00
1950 AIR RELEASE VALVE ASSEMBLY-2 IN INSTALL CONCRETE MAIN 21228ND EACH 3.00 3.000 4.000 4.000 2,620.00 10,480.00
1960 AIR RELEASE VALVE ASSEMBLY-2 IN INSTALL DI MAIN 21228ND EACH 6.00 6.000 11.000 11.000 2,620.00 28,820.00
1970 DUCTILE IRON PIPE-30 IN W CONCRETE THRUST BLOCK 21236ED LF 1,663.00 1,663.000 2,130.200 2,130.200 320.00 681,664.00
1980 DUCTILE IRON PIPE-30 IN 21236ED LF 4,527.00 4,527.000 4,168.370 4,168.370 270.00 1,125,459.90
1990 CUT AND PLUG-8 IN 21382ND EACH 5.00 5.000 5.000 5.000 2,240.00 11,200.00
2000 RELOCATE SHORT SERVICE 1.5 INCH 23089ND EACH 1.00 1.000 1.000 1.000 920.00 920.00
2010 RELOCATE SHORT SERVICE 2 INCH 23089ND EACH 1.00 1.000 2.000 2.000 1,030.00 2,060.00
2020 RELOCATE SHORT SERVICE 4 INCH 23089ND EACH 1.00 1.000 1.000 1.000 1,670.00 1,670.00
2030 RELOCATE SHORT SERVICE UNDER 1 INCH 23089ND EACH 22.00 22.000 15.000 15.000 1,000.00 15,000.00
2040 RELOCATE LONG SERVICE 2 INCH 23090ND EACH 1.00 1.000 2.000 2.000 5,000.00 10,000.00
2050 RELOCATE LONG SERVICE UNDER 1 INCH 23090ND EACH 3.00 3.000 8.000 8.000 5,185.00 41,480.00
2060 RELOCATE SHORT-6 IN FS 23091ND EACH 1.00 1.000 1.000 1.000 2,300.00 2,300.00
2070 RELOCATE SHORT-8 IN FS 23092ND EACH 1.00 1.000 0.000 0.000 2,785.00 0.00
2080 PLUG-12 IN 2 INCH BLOW OFF 23093ND EACH 1.00 1.000 0.000 0.000 660.00 0.00
2090 PLUG-12 IN MJ 23093ND EACH 2.00 2.000 0.000 0.000 336.00 0.00
2100 REDUCER-12 IN X 6 IN 23094ND EACH 2.00 2.000 4.000 4.000 500.00 2,000.00
2110 BEND 5.625 DEG-30 IN W RESTRAINED JOINTS 23096ND EACH 1.00 1.000 0.000 0.000 7,275.00 0.00
2120 BEND 11.25 DEG-30 IN 23097ND EACH 3.00 3.000 4.000 4.000 7,165.00 28,660.00
2130 BEND 22.5 DEG-30 IN 23098ND EACH 14.00 14.000 10.000 10.000 9,000.00 90,000.00
2140 BEND 45 DEG-30 IN 23099ND EACH 22.00 22.000 21.000 21.000 10,000.00 210,000.00
2150 SOLID SLEEVE-30 IN 23100ND EACH 1.00 1.000 1.000 1.000 4,770.00 4,770.00
2160 CAP-30 IN 23102ND EACH 1.00 1.000 0.000 0.000 5,250.00 0.00
2170 CAP-30 IN W 2 INCH OPENING 23102ND EACH 1.00 1.000 2.000 2.000 5,200.00 10,400.00
2180 TEE-30 IN X 12 IN 23103ND EACH 2.00 2.000 2.000 2.000 8,800.00 17,600.00
2190 GATE VALVE-30 IN 23104ND EACH 2.00 2.000 3.000 3.000 32,000.00 96,000.00
2200 FIRE HYDRANT BLOW-OFF 23105ND EACH 5.00 5.000 0.000 0.000 730.00 0.00
2210 CAP-16 IN 23106ND EACH 1.00 1.000 0.000 0.000 1,135.00 0.00
2220 CUT AND PLUG-24 IN 23107ND EACH 3.00 3.000 5.000 5.000 6,000.00 30,000.00
2230 REMOVAL AND DISPOSAL OF PCCP 23108ED LF 200.00 200.000 200.000 200.000 50.00 10,000.00
2240 TANGENT FLANGED NECK OUTLET-8 IN 23109ND EACH 2.00 2.000 3.000 3.000 4,840.00 14,520.00
2250 TANGENT FLANGED NECK OUTLET-4 IN 23110ND EACH 3.00 3.000 0.000 0.000 4,660.00 0.00
2260 STEEL ENCASEMENT PIPE-72 IN 23111ED LF 75.00 75.000 75.000 75.000 3,850.00 288,750.00
2270 GATE VALVE-48 IN 23112ND EACH 1.00 1.000 1.000 1.000 80,950.00 80,950.00
2280 CUT AND PLUG-48 IN 23113ND EACH 2.00 2.000 4.000 4.000 12,830.00 51,320.00
2290 LCP SNAP RING HALF BEVEL ADAPTER-48 IN 23114ND EACH 2.00 2.000 2.000 2.000 3,815.00 7,630.00
2300 LCP SNAP RING FULL BEVEL ADAPTER-48 IN 23115ND EACH 2.00 2.000 2.000 2.000 5,325.00 10,650.00
2310 LCP SNAP RING SHORT PIPE-48 IN 4 FEET LAYING LENGTH 23116ND EACH 1.00 1.000 1.000 1.000 9,800.00 9,800.00
2320 LCP SNAP RING SHORT PIPE-48 IN 6 FEET LAYING LENGTH 23116ND EACH 1.00 1.000 1.000 1.000 12,100.00 12,100.00
2330 DRAIN FLUSHING ASSEMBLY-8 IN 23117ND EACH 2.00 2.000 2.000 2.000 2,360.00 4,720.00
2340 VALVE BOX AND LID FOR 30 IN AND 48 IN GATE VALVES 23129ND EACH 3.00 3.000 4.000 4.000 360.00 1,440.00
2350 PLUG-4 IN W/FLUSHING CONNECTION 23132ND EACH 1.00 1.000 0.000 0.000 1,940.00 0.00
2360 RESTRAINED JOINT GASKET-12 IN 23133ND EACH 135.00 135.000 16.000 16.000 165.00 2,640.00
8012 EW~ REDIRECT 8 IN DIP 10090NX LS 0.00 1.000 1.000 1.000 1,771.00 1,771.00
8015 EW~ CONCRETE PAD UNDER TANGENTIAL OUTLET 10094NX EACH 0.00 7.000 6.000 6.000 990.00 5,940.00
8026 EW~ REDIRECT 12 IN DIP 10094NX EACH 0.00 3.000 4.000 4.000 1,045.00 4,180.00
8027 EW~ REDIRECT 12 IN DIP (BEECHWOOD AVE) 10094NX EACH 0.00 1.000 1.000 1.000 2,860.00 2,860.00
8030 EW~ GATE VALVE CONCRETE ANCHOR 10094NX EACH 0.00 3.000 3.000 3.000 2,585.00 7,755.00
8031 EW~ REDIRECT 8 IN DIP (AMBRIDGE DR) 10090NX LS 0.00 1.000 1.000 1.000 5,087.50 5,087.50
8032 EW~ REDIRECT 6 IN WATER (WESTPORT TERRACE) 10090NX LS 0.00 1.000 1.000 1.000 4,631.00 4,631.00
8034 EW~ REMOVE MANHOLE & CAP 48 IN WATERLINE 10090NX LS 0.00 1.000 1.000 1.000 2,913.90 2,913.90
8048 EW~ 8 IN RELCOATION INVESTIGATION AT AMBRIDGE DR 10090NX LS 0.00 1.000 1.000 1.000 2,395.25 2,395.25
8050 EW~ REALIGN 30 IN DIP UTILITY CONFLICT 10090NX LS 0.00 1.000 1.000 1.000 4,103.00 4,103.00
8066 EW~ 48 IN PCCP CONCRETE PAD 10090NX LS 0.00 1.000 1.000 1.000 1,045.00 1,045.00
8067 COST PLUS WORK STORM SEWER & 48 IN PCCP Conflict 10080NS LS 0.00 1.000 1.000 1.000 3,335.00 3,335.00
8079 COST PLUS WORK Adjust Waterline at Walden School 10080NSD DOLL 0.00 6,435.000 6,435.000 6,435.000 1.00 6,435.00
8081 ADJUST FIRE HYDRANT 03426 EACH 0.00 2.000 2.000 2.000 990.00 1,980.00
8086 ADJUST WATER LINE 6 IN WESTPORT DRIVE 03421 LF 0.00 85.000 85.000 85.000 37.85 3,217.25
8087 TRANSFER SERVICE Remove and Reconnect Service on 6 in line - Westport Drive 20150EC EACH 0.00 1.000 1.000 1.000 495.00 495.00
Project DE05614470822 Fed/State Project Number STPM 8707 (024) Category 0007 NON PARTICAPATING FEDERAL FUNDS
8089 EW~ NONPARTICIPATING-STOCKPILE SURPLUS PRECAST UNITS 10090NX LS 0.00 1.000 1.000 1.000 2,560.81 2,560.81

SUBTOT

$124,224.24

$50,004,042.51

LNNBR STOCKPILE ADJUSTMENTS

UNIT

ADJ. QUANTITY

EST NBR

UNIT PRICE

ADJUSTED AMOUNT

SUBTOT

$0.00