|
Report_Id: 091309 Est NO 0074 |
Date:04/12/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091309 | Estimate Number | 0074 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Gossom, Ryan J. | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | ADDR SN 1 VC Code VC0000027232 | |||||
| 1630 BROADYWAY | |||||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 02/22/2013 TO 03/21/2013 | ||||||
| Date Approved | 04/03/2013 | ||||||
| Primary Proj Number | DE12100640909 | ||||||
| Project No. | IM-NH 64-2 (167) | ||||||
| Primary County | SHELBY | ||||||
| Name of Road | LOUISVILLE-LEXINGTON ROAD (I-64) | ||||||
| Description | WIDEN I-64 TO 6 LANES FROM 0.77 MI WEST OF JEFFERSON-SHELBY COUNTY LINE TO JUST WEST OF THE EASTBOUND REST AREA | ||||||
| Date Let | 10/23/2009 | Formal Acceptance | |||||
| Date Awarded | 10/29/2009 | Date Work Began | 11/09/2009 | ||||
| Date Contract Executed | 11/05/2009 | Open To Traffic | |||||
| Date NTP Issued | 11/05/2009 | Actual Completion Date | 04/27/2012 | ||||
| Current Contract Amount | $39,240,111.81 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $35,673,849.54 |
Total Earnings | $38,222,761.15 |
$38,218,934.55 |
$3,826.60 |
|
| Percent Complete | 97.41 |
Stockpiled Materials | $-0.12 |
$-0.12 |
$0.00 |
|
| Funds Available | $1,017,350.78 |
Gross Earnings | $38,222,761.03 |
$38,218,934.43 |
$3,826.60 |
|
| Total Change Orders | $3,566,262.27 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $38,222,761.03 |
$38,218,934.43 |
$3,826.60 |
|||
| Contract Id | 091309 | Change Order Summary |
County | SHELBY | ||||||
| Estimate Nbr | 0074 | Project Number | IM-NH 64-2 (167) | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 02/22/2013 TO 03/21/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Time Extension, Soil Stabilization and Longitudinal Saw Cut | Approved | 06/21/2010 | $2,398,442.03 | 19.0 | |||||
| 002 | Value Enginneering | Approved | 08/30/2010 | $-238,137.78 | 0.0 | |||||
| 004 | Mass Concrete-Rover Rental-Median Barrier | Approved | 02/25/2011 | $123,044.67 | 0.0 | |||||
| 005 | Time Extension and Special Excavation | Approved | 04/05/2011 | $213,290.73 | 102.0 | |||||
| 006 | Pvmt Mrkrs Culvert Ext- Flume Inlet- DBI-Remve Stripe etc | Approved | 10/21/2011 | $399,020.50 | 0.0 | |||||
| 007 | Time Extension and various items | Approved | 02/07/2012 | $190,144.46 | 184.0 | |||||
| 008 | Barrier Wall Signing | Approved | 06/26/2012 | $2,898.00 | 0.0 | |||||
| 009 | Non Spec Material Override | Approved | 04/30/2012 | $0.00 | 0.0 | |||||
| 010 | Maintenance of Traffic and Contract Overruns | Approved | 10/09/2012 | $477,559.66 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE12100640909 | 1000 | CONCRETE-CLASS A | OTHER | 0067 | 0.00 |
$0.00 |
$-8,000.00 |
||
| DE12100640909 | 3029 | CL3 ASPH BASE 1.00D PG64-22 | OTHER | 0067 | 0.00 |
$0.00 |
$8,000.00 |
||
| Contract Id | 091309 | COMMONWEALTH OF KENTUCKY |
County | SHELBY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE12100640909 | ||||||
| Estimate Nbr | 0074 | Period | 02/22/2013 TO 03/21/2013 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 22.00 | 22.000 | 19.560 | 19.560 | 35.00 | 684.60 | |||
| 0020 | PERFORATED PIPE-4 IN | 01000 | LF | 6,806.00 | 6,806.000 | 5,669.000 | 5,669.000 | 4.95 | 28,061.55 | |||
| 0030 | PERFORATED PIPE-6 IN | 01001 | LF | 2,762.00 | 40.000 | 20.000 | 20.000 | 4.38 | 87.60 | |||
| 0040 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 435.60 | 435.600 | 446.370 | 446.370 | 10.00 | 4,463.70 | |||
| 0050 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0060 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (JEFFERSON COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 395.00 | 3,555.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 410.00 | 1,230.00 | |||
| 0100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 11.00 | 11.000 | 8.000 | 8.000 | 410.00 | 3,280.00 | |||
| 0110 | REMOVE PIPE | 01310 | LF | 32.00 | 32.000 | 25.500 | 25.500 | 16.00 | 408.00 | |||
| 0120 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 125.00 | 625.00 | |||
| 0130 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 89.00 | 89.000 | 66.000 | 66.000 | 34.00 | 2,244.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 40.00 | 40.000 | 31.000 | 31.000 | 8.00 | 248.00 | |||
| 0160 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 39.00 | 39.000 | 282.000 | 282.000 | 8.00 | 2,256.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 90.00 | 360.00 | |||
| 0190 | REMOVE PAVED DITCH | 02165 | SQYD | 29.20 | 29.200 | 442.900 | 442.900 | 5.00 | 2,214.50 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 23,337.00 | 29,726.000 | 30,979.700 | 30,979.700 | 14.00 | 433,715.80 | |||
| 0210 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 238.00 | 238.000 | 205.000 | 205.000 | 50.00 | 10,250.00 | |||
| 0230 | GRANULAR EMBANKMENT | 02223 | CUYD | 660.00 | 6,882.000 | 4,596.360 | 4,596.360 | 20.00 | 91,927.20 | |||
| 0240 | DITCHING | 02237 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0248 | FENCE-TEMP | 02259 | LF | 1,000.00 | 1,000.000 | 650.000 | 650.000 | 3.54 | 2,301.00 | |||
| 0250 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 8,279.00 | 8,279.000 | 12,503.000 | 12,503.000 | 4.90 | 61,264.70 | |||
| 0260 | REMOVE FENCE | 02265 | LF | 8,251.00 | 8,251.000 | 8,251.000 | 8,251.000 | 2.06 | 16,997.06 | |||
| 0280 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,977.00 | 3,977.000 | 3,936.500 | 3,936.500 | 13.65 | 53,733.22 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 980.00 | 3,920.00 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 675.00 | 2,700.00 | |||
| 0320 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0330 | REMOVE GUARDRAIL | 02381 | LF | 5,183.00 | 5,183.000 | 5,275.000 | 5,275.000 | 2.00 | 10,550.00 | |||
| 0340 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0370 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0380 | RELOCATE CRASH CUSHION | 02898 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0390 | CHANNEL LINING CLASS II | 02483 | TON | 37.80 | 37.800 | 65.480 | 65.480 | 28.00 | 1,833.44 | |||
| 0400 | CHANNEL LINING CLASS III | 02484 | TON | 827.00 | 827.000 | 488.980 | 488.980 | 26.00 | 12,713.48 | |||
| 0410 | CLEARING AND GRUBBING (JEFFERSON COUNTY - 12 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,000.00 | 27,000.00 | |||
| 0420 | CONCRETE-CLASS B | 02555 | CUYD | 278.30 | 278.300 | 278.300 | 278.300 | 305.00 | 84,881.50 | |||
| 0430 | SIGNS | 02562 | SQFT | 867.00 | 867.000 | 585.320 | 585.320 | 3.00 | 1,755.96 | |||
| 0440 | PROJECT CPM SCHEDULE (JEFFERSON COUNTY) | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0450 | EDGE KEY | 02585 | LF | 35.60 | 35.600 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0460 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,292.00 | 1,292.000 | 1,649.170 | 1,649.170 | 1.80 | 2,968.50 | |||
| 0480 | MAINTAIN & CONTROL TRAFFIC (JEFFERSON COUNTY) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0490 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0500 | MOBILIZATION FOR MILL & TEXT (JEFFERSON COUNTY) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0510 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,210.00 | 1,210.000 | 1,021.690 | 1,021.690 | 15.00 | 15,325.35 | |||
| 0520 | KPDES PERMIT AND TEMP EROSION CONTROL (JEFFERSON COUNTY) | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0530 | STAKING (JEFFERSON COUNTY) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0540 | REMOVE STRUCTURE (CLARK STATION ROAD STA 1800+05) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 134,000.00 | 134,000.00 | |||
| 0550 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0560 | MASONRY COATING | 02998 | SQYD | 3,617.00 | 3,617.000 | 4,194.370 | 4,194.370 | 8.50 | 35,652.14 | |||
| 0570 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 8,260.00 | 7,260.000 | 5,640.000 | 5,640.000 | 24.00 | 135,360.00 | |||
| 0580 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 14,825.00 | 13,825.000 | 11,875.000 | 11,875.000 | 4.00 | 47,500.00 | |||
| 0590 | TUBULAR MARKERS | 03225 | EACH | 46.00 | 46.000 | 46.000 | 46.000 | 40.00 | 1,840.00 | |||
| 0600 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 1,279.00 | 1,279.000 | 1,123.770 | 1,123.770 | 4.35 | 4,888.39 | |||
| 0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,905.00 | 2,905.000 | 1,410.810 | 1,410.810 | 1.19 | 1,678.86 | |||
| 0620 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 778.00 | 4,668.00 | |||
| 0630 | SEEDING AND PROTECTION | 05985 | SQYD | 115,240.00 | 115,240.000 | 115,240.000 | 115,240.000 | 0.28 | 32,267.20 | |||
| 0640 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 6,905.00 | 6,905.000 | 20,084.670 | 20,084.670 | 0.12 | 2,410.16 | |||
| 0650 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,950.00 | 1,950.000 | 4,043.000 | 0.000 | 4,043.000 | 0.18 | 727.74 | 727.74 | |
| 0680 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 24,750.00 | 24,750.000 | 17,080.000 | 17,080.000 | 0.20 | 3,416.00 | |||
| 0700 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 8,250.00 | 8,250.000 | 8,466.000 | 8,466.000 | 0.20 | 1,693.20 | |||
| 0820 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 48,350.00 | 48,350.000 | 148,474.555 | 148,474.555 | 0.12 | 17,816.94 | |||
| 0840 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 6,925.00 | 6,925.000 | 1,058.000 | 1,058.000 | 2.25 | 2,380.50 | |||
| 0850 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 18.90 | 0.00 | |||
| 0870 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 206.00 | 206.000 | 770.000 | 770.000 | 18.90 | 14,553.00 | |||
| 0880 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 206.00 | 206.000 | 200.000 | 200.000 | 18.90 | 3,780.00 | |||
| 0900 | MILLED RUMBLE STRIPS | 20314ED | LF | 16,500.00 | 16,500.000 | 16,800.000 | 16,800.000 | 0.09 | 1,512.00 | |||
| 0920 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 8,250.00 | 8,250.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0940 | REMOVE BARRIER | 20591EC | LF | 1,295.00 | 1,295.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0950 | REMOVE BARRIER WALL TRANSITION (JEFFERSON COUNTY) | 21704NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0960 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 204.00 | 204.000 | 247.000 | 247.000 | 9.00 | 2,223.00 | |||
| 0970 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 3,850.00 | 3,850.000 | 3,757.500 | 3,757.500 | 43.00 | 161,572.50 | |||
| 0980 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1000 | CONCRETE-CLASS A | 08100 | CUYD | 54.04 | 54.040 | 57.880 | 57.880 | 900.00 | 52,092.00 | |||
| 1020 | FUEL ADJUSTMENT | 10020NS | DOLL | 54,229.00 | 54,229.000 | 22,852.100 | 22,852.100 | 1.00 | 22,852.10 | |||
| 1030 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 79,314.00 | 176,430.080 | 186,777.610 | 186,777.610 | 1.00 | 186,777.61 | |||
| 8003 | LONGITUDINAL SAW CUT- 6 IN 6IN CUT AND REMOVAL BY ASPHALT MILLING MACHINE | 21370ED | LF | 0.00 | 8,250.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 8005 | FABRIC-GEOTEXTILE TYPE IV Jefferson | 02599 | SQYD | 0.00 | 55,917.000 | 12.220 | 12.220 | 1.40 | 17.10 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC Traffic Control to Construct Gates | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 8041 | EW~ CAST IN PLACE MEDIAN BARRIER WALL OPENING | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 19,852.00 | 19,852.00 | |||
| 8048 | PAVEMENT MARKER TY IVA-BW TEMP | 06587 | EACH | 0.00 | 48.000 | 48.000 | 48.000 | 10.60 | 508.80 | |||
| 8053 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 210.000 | 446.000 | 446.000 | 4.23 | 1,886.58 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0002 PAVING | |||||||
| 2000 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,706.00 | 1,706.000 | 1,652.860 | 1,652.860 | 45.00 | 74,378.70 | |||
| 2002 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 3,227.00 | 3,227.000 | 3,479.580 | 3,479.580 | 37.00 | 128,744.46 | |||
| 2004 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,705.00 | 10,705.000 | 4,809.820 | 4,809.820 | 36.00 | 173,153.52 | |||
| 2006 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 2,269.00 | 2,269.000 | 2,279.590 | 2,279.590 | 55.00 | 125,377.45 | |||
| 2008 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | TON | 4,107.00 | 4,107.000 | 4,342.710 | 4,342.710 | 44.00 | 191,079.24 | |||
| 2010 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 9,794.00 | 9,794.000 | 9,025.790 | 9,025.790 | 36.00 | 324,928.44 | |||
| 2012 | LEVELING & WEDGING PG64-22 | 00190 | TON | 4,382.00 | 4,382.000 | 6,058.150 | 6,058.150 | 44.00 | 266,558.60 | |||
| 2014 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 10,267.00 | 10,267.000 | 8,141.330 | 8,141.330 | 26.00 | 211,674.58 | |||
| 2016 | DGA BASE | 00001 | TON | 8,442.00 | 8,442.000 | 15,676.240 | 15,676.240 | 15.00 | 235,143.60 | |||
| 2018 | ASPHALT CURING SEAL | 00358 | TON | 15.00 | 15.000 | 18.240 | 18.240 | 500.00 | 9,120.00 | |||
| 2020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 73.00 | 73.000 | 182.060 | 182.060 | 85.00 | 15,475.10 | |||
| 2022 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 9.00 | 9.000 | 18.990 | 18.990 | 500.00 | 9,495.00 | |||
| 2024 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 792.00 | 792.000 | 1,114.920 | 1,114.920 | 48.00 | 53,516.16 | |||
| 2026 | TRAFFIC BOUND BASE | 00020 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 2028 | SAND FOR BLOTTER | 02702 | TON | 47.00 | 47.000 | 45.610 | 45.610 | 40.00 | 1,824.40 | |||
| 2030 | CL3 ASPH BASE 1.00D PG64-22 (PERF. PIPE TRENCH CAP) | 00214 | TON | 322.00 | 322.000 | 390.040 | 390.040 | 40.00 | 15,601.60 | |||
| 8056 | POLICE OFFICER WITH VEHICLE | 21669NN | HOUR | 0.00 | 88.500 | 88.500 | 88.500 | 40.00 | 3,540.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0003 DRAINAGE | |||||||
| 4000 | STORM SEWER PIPE-15 IN | 00521 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 4002 | STORM SEWER PIPE-18 IN | 00522 | LF | 364.00 | 364.000 | 365.500 | 365.500 | 48.00 | 17,544.00 | |||
| 4004 | CULVERT PIPE-15 IN (CONCRETE ONLY) | 00461 | LF | 15.00 | 15.000 | 21.580 | 21.580 | 110.00 | 2,373.80 | |||
| 4006 | CULVERT PIPE-24 IN (CONCRETE ONLY) | 00464 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 130.00 | 520.00 | |||
| 4008 | CULVERT PIPE-30 IN (CONCRETE ONLY) | 00466 | LF | 8.00 | 8.000 | 4.000 | 4.000 | 140.00 | 560.00 | |||
| 4010 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,780.00 | 1,780.00 | |||
| 4012 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,100.00 | 16,400.00 | |||
| 4014 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,300.00 | 29,200.00 | |||
| 4016 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 4018 | REMOVE MEDIAN BOX INLET | 01630 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 4020 | REMOVE HEADWALL | 02625 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 4024 | REMOVE AND RELAY PIPE | 01312 | LF | 8.00 | 8.000 | 4.000 | 4.000 | 120.00 | 480.00 | |||
| 4030 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 198.50 | 198.500 | 425.560 | 425.560 | 2.00 | 851.12 | |||
| 4036 | STEEL REINFORCEMENT | 08150 | LB | 261.00 | 261.000 | 261.000 | 261.000 | 0.50 | 130.50 | |||
| 8036 | MASS CONCRETE CONC MED BAR BOX INLET TYPE 12B1-50, 12B2-50, 14B2-50 | 10040ES | CUYD | 0.00 | 16.000 | 16.000 | 16.000 | 78.97 | 1,263.52 | |||
| 8038 | CONC MED BAR BOX INLET TY 12B2-50 CAST IN PLACE | 21602NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,255.00 | 1,255.00 | |||
| 8051 | ADJUST INLET TOP PHASE CMBBI STA 1782+00 | 01719 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,746.00 | 4,746.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0004 SIGNING | |||||||
| 6012 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 51.00 | 51.000 | 42.000 | 42.000 | 14.50 | 609.00 | |||
| 6014 | STEEL POST TYPE 1 | 06410 | LF | 98.80 | 98.800 | 16.500 | 16.500 | 7.98 | 131.67 | |||
| 6020 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 6030 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 6032 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 8058 | BARRIER MOUNTING BRACKET | 04904 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 131.25 | 393.75 | |||
| 8060 | REFERENCE MARKER | 04903 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 99.75 | 299.25 | |||
| 8065 | BARRIER WALL POST | 20912ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 735.00 | 1,470.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0006 TRIMARC | |||||||
| 3100 | SITE PREPARATION | 02187 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 3102 | PVC PIPE-2 IN | 03381 | LF | 640.00 | 640.000 | 250.000 | 250.000 | 2.30 | 575.00 | |||
| 3104 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 514.00 | 1,542.00 | |||
| 3106 | TRENCHING AND BACKFILLING | 04820 | LF | 320.00 | 320.000 | 250.000 | 250.000 | 3.25 | 812.50 | |||
| 3108 | WIRE-NO. 4 | 04835 | LF | 960.00 | 960.000 | 960.000 | 960.000 | 1.44 | 1,382.40 | |||
| 3110 | POLE BASE-HIGH MAST | 04742 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,045.00 | 7,045.00 | |||
| 3118 | COMMUNICATION CABLE | 23150NN | LF | 320.00 | 320.000 | 320.000 | 320.000 | 1.00 | 320.00 | |||
| 3120 | CCTV ASSEMBLY | 21059ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,950.00 | 6,950.00 | |||
| 3122 | MODEL 336 ENCLOSURE | 21066ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,063.00 | 7,063.00 | |||
| 3124 | SURGE DEVICE 120 VOLT | 21069ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 190.00 | 190.00 | |||
| 3126 | DATA SURGE DEVICE | 21071ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 180.00 | 180.00 | |||
| 3128 | VIDEO SURGE DEVICE | 21072ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 229.00 | 229.00 | |||
| 3130 | POLE 80 FT WITH LOWERING DEVICE | 21067ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 29,900.00 | 29,900.00 | |||
| 3132 | WINCH LOWERING TOOL | 21058ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,120.00 | 3,120.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0020 ROADWAY | |||||||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 123.00 | 123.000 | 106.480 | 106.480 | 35.00 | 3,726.80 | |||
| 0025 | PERFORATED PIPE-4 IN | 01000 | LF | 41,502.00 | 41,502.000 | 39,351.000 | 39,351.000 | 4.95 | 194,787.45 | |||
| 0035 | PERFORATED PIPE-6 IN | 01001 | LF | 22,457.00 | 320.000 | 270.000 | 270.000 | 4.38 | 1,182.60 | |||
| 0045 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,517.20 | 2,517.200 | 3,003.090 | 3,003.090 | 10.00 | 30,030.90 | |||
| 0055 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 328.00 | 328.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0065 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (SHELBY COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 395.00 | 7,900.00 | |||
| 0085 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 395.00 | 4,740.00 | |||
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 14.00 | 14.000 | 16.000 | 16.000 | 410.00 | 6,560.00 | |||
| 0105 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 71.00 | 71.000 | 59.000 | 59.000 | 410.00 | 24,190.00 | |||
| 0115 | REMOVE PIPE | 01310 | LF | 646.00 | 646.000 | 604.100 | 604.100 | 16.00 | 9,665.60 | |||
| 0125 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 41.00 | 41.000 | 44.000 | 44.000 | 125.00 | 5,500.00 | |||
| 0145 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 164.00 | 164.000 | 152.000 | 152.000 | 8.00 | 1,216.00 | |||
| 0155 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 448.00 | 448.000 | 174.000 | 174.000 | 8.00 | 1,392.00 | |||
| 0165 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 1,884.00 | 1,884.000 | 2,949.000 | 2,949.000 | 8.00 | 23,592.00 | |||
| 0175 | BARRICADE-TYPE III | 02014 | EACH | 26.00 | 26.000 | 6.000 | 6.000 | 90.00 | 540.00 | |||
| 0185 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 96.00 | 96.000 | 75.950 | 75.950 | 50.00 | 3,797.50 | |||
| 0195 | REMOVE PAVED DITCH | 02165 | SQYD | 2,047.00 | 2,047.000 | 2,819.690 | 2,819.690 | 5.00 | 14,098.45 | |||
| 0205 | ROADWAY EXCAVATION | 02200 | CUYD | 151,046.00 | 190,358.790 | 190,378.790 | 190,378.790 | 14.00 | 2,665,303.06 | |||
| 0225 | ISLAND INTEGRAL CURB | 01845 | LF | 34.50 | 34.500 | 47.330 | 47.330 | 30.50 | 1,443.56 | |||
| 0235 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,461.00 | 63,935.720 | 68,852.910 | 68,852.910 | 20.00 | 1,377,058.20 | |||
| 0245 | DITCHING | 02237 | LF | 4,800.00 | 4,800.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0247 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 22.00 | 22.000 | 28.100 | 28.100 | 65.00 | 1,826.50 | |||
| 0249 | FENCE-TEMP | 02259 | LF | 5,000.00 | 5,000.000 | 5,462.000 | 5,462.000 | 3.54 | 19,335.48 | |||
| 0255 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 49,505.00 | 49,505.000 | 47,029.750 | 47,029.750 | 4.90 | 230,445.77 | |||
| 0265 | REMOVE FENCE | 02265 | LF | 48,664.00 | 48,664.000 | 48,979.530 | 48,979.530 | 2.06 | 100,897.83 | |||
| 0275 | ISLAND CURB AND GUTTER | 01825 | LF | 82.50 | 82.500 | 66.200 | 66.200 | 30.50 | 2,019.10 | |||
| 0285 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 16,600.50 | 16,645.500 | 15,496.400 | 15,496.400 | 13.65 | 211,525.86 | |||
| 0295 | TEMP GUARDRAIL | 02397 | LF | 887.50 | 887.500 | 2,158.500 | 2,158.500 | 10.00 | 21,585.00 | |||
| 0315 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 20.00 | 20.000 | 14.000 | 14.000 | 675.00 | 9,450.00 | |||
| 0325 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 900.00 | 3,600.00 | |||
| 0335 | REMOVE GUARDRAIL | 02381 | LF | 15,181.50 | 15,181.500 | 12,587.500 | 12,587.500 | 2.00 | 25,175.00 | |||
| 0345 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,200.00 | 13,200.00 | |||
| 0355 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0365 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 2,100.00 | 33,600.00 | |||
| 0375 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 9.00 | 13.000 | 10.000 | 10.000 | 5,000.00 | 50,000.00 | |||
| 0385 | RELOCATE CRASH CUSHION | 02898 | EACH | 19.00 | 19.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| 0395 | CHANNEL LINING CLASS II | 02483 | TON | 74.40 | 74.400 | 1,154.840 | 1,154.840 | 28.00 | 32,335.52 | |||
| 0405 | CHANNEL LINING CLASS III | 02484 | TON | 6,545.00 | 6,545.000 | 6,097.830 | 6,097.830 | 26.00 | 158,543.58 | |||
| 0415 | CLEARING AND GRUBBING (SHELBY COUNTY - 67 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
| 0435 | SIGNS | 02562 | SQFT | 1,270.00 | 1,270.000 | 2,185.000 | 2,185.000 | 3.00 | 6,555.00 | |||
| 0445 | PROJECT CPM SCHEDULE (SHELBY COUNTY) | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0455 | EDGE KEY | 02585 | LF | 92.00 | 92.000 | 16.000 | 16.000 | 10.00 | 160.00 | |||
| 0465 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,714.00 | 3,714.000 | 7,012.970 | 7,012.970 | 1.80 | 12,623.34 | |||
| 0475 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 22,627.00 | 352,030.780 | 365,943.660 | 365,943.660 | 1.40 | 512,321.12 | |||
| 0485 | MAINTAIN & CONTROL TRAFFIC (SHELBY COUNTY) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0495 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0505 | MOBILIZATION FOR MILL & TEXT (SHELBY COUNTY) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0515 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 8,703.00 | 8,703.000 | 8,343.320 | 8,343.320 | 15.00 | 125,149.80 | |||
| 0525 | KPDES PERMIT AND TEMP EROSION CONTROL (SHELBY COUNTY) | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 230,000.00 | 230,000.00 | |||
| 0535 | STAKING (SHELBY COUNTY) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0541 | REMOVE STRUCTURE (WAGONBOX STA 1868+19.5) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0543 | REMOVE STRUCTURE (WB RR BRIDGE STA 1981+61.03) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,000.00 | 285,000.00 | |||
| 0545 | REMOVE STRUCTURE (EB RR BRIDGE STA 1981+61.03) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,000.00 | 285,000.00 | |||
| 0547 | REMOVE STRUCTURE (KY 1848 STA 1999+27.30) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0555 | ARROW PANEL | 02775 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0565 | MASONRY COATING | 02998 | SQYD | 21,458.00 | 21,458.000 | 22,762.570 | 22,762.570 | 8.50 | 193,481.84 | |||
| 0575 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 51,820.00 | 52,060.000 | 50,266.000 | 50,266.000 | 24.00 | 1,206,384.00 | |||
| 0585 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 61,535.00 | 60,535.000 | 41,380.000 | 41,380.000 | 4.00 | 165,520.00 | |||
| 0595 | TUBULAR MARKERS | 03225 | EACH | 46.00 | 46.000 | 48.000 | 48.000 | 40.00 | 1,920.00 | |||
| 0605 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 4,849.00 | 4,849.000 | 3,266.500 | 3,266.500 | 4.35 | 14,209.27 | |||
| 0615 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,480.00 | 12,480.000 | 12,681.880 | 12,681.880 | 1.19 | 15,091.43 | |||
| 0625 | TOPDRESSING FERTILIZER | 05966 | TON | 14.00 | 14.000 | 13.500 | 13.500 | 778.00 | 10,503.00 | |||
| 0635 | SEEDING AND PROTECTION | 05985 | SQYD | 267,120.00 | 267,120.000 | 267,120.000 | 267,120.000 | 0.28 | 74,793.60 | |||
| 0645 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 16,420.00 | 16,420.000 | 77,233.310 | 77,233.310 | 0.12 | 9,267.99 | |||
| 0655 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,395.00 | 5,395.000 | 2,538.110 | 4,648.000 | 7,186.110 | 0.18 | 456.85 | 1,293.49 | |
| 0665 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 330.00 | 330.000 | 262.000 | 262.000 | 0.36 | 94.32 | |||
| 0675 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 520.00 | 520.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0685 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0695 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 103,671.00 | 103,671.000 | 2,795.000 | 75,440.000 | 78,235.000 | 0.20 | 559.00 | 15,647.00 | |
| 0705 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 51,790.00 | 51,790.000 | 1,206.000 | 48,142.000 | 49,348.000 | 0.20 | 241.20 | 9,869.60 | |
| 0805 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 2,650.00 | 2,650.000 | 1,830.000 | 1,830.000 | 0.40 | 732.00 | |||
| 0815 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,790.00 | 5,790.000 | 17,371.000 | 17,371.000 | 0.10 | 1,737.10 | |||
| 0825 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 258,775.00 | 258,775.000 | 12,015.000 | 715,610.280 | 727,625.280 | 0.12 | 1,441.80 | 87,315.03 | |
| 0835 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 8,200.00 | 8,200.000 | 4,682.500 | 4,682.500 | 2.25 | 10,535.62 | |||
| 0845 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 9,640.00 | 9,640.000 | 4,754.000 | 4,754.000 | 2.25 | 10,696.50 | |||
| 0855 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 376.00 | 376.000 | 8.000 | 8.000 | 18.90 | 151.20 | |||
| 0865 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 32.00 | 32.000 | 30.000 | 30.000 | 18.90 | 567.00 | |||
| 0875 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,321.00 | 1,321.000 | 738.000 | 738.000 | 18.90 | 13,948.20 | |||
| 0885 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,276.00 | 1,276.000 | 1,259.000 | 1,259.000 | 18.90 | 23,795.10 | |||
| 0895 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 2.000 | 4.000 | 6.000 | 200.00 | 400.00 | 1,200.00 | |
| 0905 | MILLED RUMBLE STRIPS | 20314ED | LF | 83,000.00 | 83,000.000 | 82,697.000 | 82,697.000 | 0.09 | 7,442.73 | |||
| 0915 | CONDUIT-3 IN | 04797 | LF | 3,570.00 | 3,570.000 | 3,562.000 | 3,562.000 | 5.49 | 19,555.38 | |||
| 0925 | CONC MEDIAN BARRIER TYPE 14C2 | 01989 | LF | 143.10 | 143.100 | 86.000 | 86.000 | 120.00 | 10,320.00 | |||
| 0935 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 51,625.00 | 51,625.000 | 47,442.000 | 47,442.000 | 0.75 | 35,581.50 | |||
| 0965 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,387.00 | 1,387.000 | 974.000 | 974.000 | 9.00 | 8,766.00 | |||
| 0975 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 16,295.00 | 16,340.000 | 16,514.150 | 16,514.150 | 43.00 | 710,108.45 | |||
| 0985 | CONCRETE MEDIAN BARRIER TY 14C(50) | 23044ES508 | LF | 3,326.90 | 3,326.900 | 3,316.800 | 3,316.800 | 50.00 | 165,840.00 | |||
| 0995 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 20.00 | 20.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 1005 | CONCRETE-CLASS A | 08100 | CUYD | 15.72 | 15.720 | 60.100 | 60.100 | 900.00 | 54,090.00 | |||
| 1007 | DIVERSIONS (BY-PASS DETOURS) (RAMP 1) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1009 | DIVERSIONS (BY-PASS DETOURS) (RAMP 3) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1011 | DIVERSIONS (BY-PASS DETOURS) (RAMP 5) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1013 | DIVERSIONS (BY-PASS DETOURS) (RAMP 7) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1015 | DIVERSIONS (BY-PASS DETOURS) (KY 1848) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1025 | FUEL ADJUSTMENT | 10020NS | DOLL | 330,391.00 | 351,851.040 | 358,352.970 | 358,352.970 | 1.00 | 358,352.97 | |||
| 1035 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 464,183.00 | 896,959.860 | 896,959.860 | 896,959.860 | 1.00 | 896,959.86 | |||
| 8004 | LONGITUDINAL SAW CUT- 6 IN 6IN CUT AND REMOVAL BY ASPHALT MILLING MACHINE | 21370ED | LF | 0.00 | 51,625.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 8007 | MAINTAIN & CONTROL TRAFFIC Traffic Control to Construct Gates | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,400.00 | 22,400.00 | |||
| 8032 | STAKING R8 Survery Rover Rental | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,185.00 | 3,185.00 | |||
| 8033 | EW~ Removal of Asphalt @ Underlying Concrete | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 30,183.00 | 30,183.00 | |||
| 8034 | EW~ Repaired Damaged Lighting Circuit | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,492.00 | 1,492.00 | |||
| 8043 | SPECIAL EXCAVATION Median Undercut | 02204 | CUYD | 0.00 | 5,536.720 | 6,606.720 | 6,606.720 | 15.78 | 104,254.04 | |||
| 8044 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 4,725.00 | 18,900.00 | |||
| 8045 | NON-SPEC MATERIAL Fabric For Perf Pipe | 10070NS | DOLL | 0.00 | 5,333.920 | -5,333.920 | -5,333.920 | -1.00 | 5,333.92 | |||
| 8049 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 6.50 | 143.00 | |||
| 8050 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 29,016.000 | 104,867.000 | 104,867.000 | 0.60 | 62,920.20 | |||
| 8054 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 362.000 | 362.000 | 362.000 | 6.32 | 2,287.84 | |||
| 8057 | MOBILIZATION FOR MILL & TEXT Shelby County to Mill Asphalt Wedges | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 8061 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -55.120 | -55.120 | 1.00 | -55.12 | |||
| 8062 | MAINTAIN & CONTROL TRAFFIC Lane closure for slope protection 1867+00 RT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,960.00 | 1,960.00 | |||
| 8067 | COST PLUS WORK Remove and Replace 24IN Pipe and Headwall at 1988+74Rt | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8068 | REMOVE HEADWALL 42 IN RCP 1883+00 LT | 02625 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7,543.08 | 0.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0021 PAVING | |||||||
| 3001 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 9,265.00 | 9,317.590 | 9,373.720 | 9,373.720 | 45.00 | 421,817.40 | |||
| 3003 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 13,726.00 | 13,820.670 | 16,734.770 | 16,734.770 | 37.00 | 619,186.49 | |||
| 3005 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 55,634.00 | 56,086.310 | 46,284.390 | 46,284.390 | 36.00 | 1,666,238.04 | |||
| 3007 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 14,298.00 | 14,298.000 | 14,754.680 | 14,754.680 | 55.00 | 811,507.40 | |||
| 3009 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | TON | 22,372.00 | 22,372.000 | 23,150.330 | 23,150.330 | 44.00 | 1,018,614.52 | |||
| 3011 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 68,678.00 | 68,678.000 | 69,313.950 | 69,313.950 | 36.00 | 2,495,302.20 | |||
| 3013 | LEVELING & WEDGING PG64-22 | 00190 | TON | 27,744.00 | 27,892.225 | 31,095.340 | 31,095.340 | 44.00 | 1,368,194.96 | |||
| 3015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 70,575.00 | 70,995.750 | 67,408.510 | 67,408.510 | 26.00 | 1,752,621.26 | |||
| 3017 | DGA BASE | 00001 | TON | 72,841.00 | 92,132.020 | 92,071.450 | 92,071.450 | 15.00 | 1,381,071.75 | |||
| 3019 | ASPHALT CURING SEAL | 00358 | TON | 123.00 | 123.000 | 156.040 | 156.040 | 500.00 | 78,020.00 | |||
| 3021 | ASPHALT SEAL AGGREGATE | 00100 | TON | 517.00 | 517.000 | 569.660 | 569.660 | 85.00 | 48,421.10 | |||
| 3023 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 62.00 | 62.000 | 64.060 | 64.060 | 500.00 | 32,030.00 | |||
| 3025 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 8,703.00 | 8,703.000 | 7,252.500 | 7,252.500 | 48.00 | 348,120.00 | |||
| 3027 | SAND FOR BLOTTER | 02702 | TON | 385.00 | 385.000 | 388.100 | 388.100 | 40.00 | 15,524.00 | |||
| 3029 | CL3 ASPH BASE 1.00D PG64-22 (PERF. PIPE TRENCH CAP) | 00214 | TON | 1,966.00 | 1,966.000 | 1,497.990 | 1,497.990 | 40.00 | 59,919.60 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0022 DRAINAGE | |||||||
| 5001 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,192.00 | 1,192.000 | 880.500 | 880.500 | 44.00 | 38,742.00 | |||
| 5003 | STORM SEWER PIPE-18 IN | 00522 | LF | 384.00 | 384.000 | 379.000 | 379.000 | 48.00 | 18,192.00 | |||
| 5005 | CULVERT PIPE-15 IN | 00461 | LF | 979.00 | 979.000 | 438.000 | 438.000 | 48.00 | 21,024.00 | |||
| 5007 | CULVERT PIPE-15 IN (CONCRETE ONLY) | 00461 | LF | 81.00 | 81.000 | 95.320 | 95.320 | 110.00 | 10,485.20 | |||
| 5009 | CULVERT PIPE-18 IN | 00462 | LF | 325.00 | 325.000 | 214.070 | 214.070 | 82.00 | 17,553.74 | |||
| 5011 | CULVERT PIPE-18 IN (CONCRETE ONLY) | 00462 | LF | 151.50 | 151.500 | 225.770 | 225.770 | 115.00 | 25,963.55 | |||
| 5013 | CULVERT PIPE-24 IN | 00464 | LF | 90.00 | 90.000 | 103.000 | 103.000 | 74.00 | 7,622.00 | |||
| 5015 | CULVERT PIPE-24 IN (CONCRETE ONLY) | 00464 | LF | 56.00 | 56.000 | 33.000 | 33.000 | 130.00 | 4,290.00 | |||
| 5017 | ENTRANCE PIPE-18 IN | 00441 | LF | 168.00 | 168.000 | 224.000 | 224.000 | 42.00 | 9,408.00 | |||
| 5019 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,780.00 | 1,780.00 | |||
| 5020 | METAL END SECTION TY 2-15 IN | 01380 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,450.00 | 2,900.00 | |||
| 5021 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 5023 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 5025 | DROP BOX INLET TYPE 13G | 01559 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,400.00 | 13,600.00 | |||
| 5027 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 5029 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,100.00 | 12,300.00 | |||
| 5031 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,700.00 | 15,400.00 | |||
| 5033 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 6.00 | 6.000 | 7.500 | 7.500 | 7,000.00 | 52,500.00 | |||
| 5035 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 7,300.00 | 146,000.00 | |||
| 5037 | CONC MED BARR BOX INLET TY 14B2 | 01615 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 8,200.00 | 41,000.00 | |||
| 5039 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,850.00 | 1,850.00 | |||
| 5041 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,900.00 | 7,600.00 | |||
| 5043 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 2,100.00 | 23,100.00 | |||
| 5045 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 5047 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 5049 | REMOVE INLET | 01718 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 5051 | REMOVE MEDIAN BOX INLET | 01630 | EACH | 29.00 | 29.000 | 25.000 | 25.000 | 400.00 | 10,000.00 | |||
| 5053 | REMOVE HEADWALL | 02625 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 300.00 | 5,700.00 | |||
| 5061 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,076.80 | 3,076.800 | 1,916.840 | 1,916.840 | 2.00 | 3,833.68 | |||
| 5063 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 5065 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 5067 | BORE AND JACK PIPE | 21661ES706 | LF | 78.00 | 78.000 | 78.000 | 78.000 | 385.00 | 30,030.00 | |||
| 5077 | STEEL REINFORCEMENT | 08150 | LB | 99.00 | 99.000 | 751.000 | 751.000 | 0.50 | 375.50 | |||
| 8035 | MASS CONCRETE CONC MED BAR BOX INLET TYPE 12B1-50, 12B2-50, 14B2-50 | 10040ES | CUYD | 0.00 | 81.000 | 81.000 | 81.000 | 78.97 | 6,396.57 | |||
| 8037 | MASS CONCRETE CONC MED BAR BOX INLET TYPE 12A2-50 | 10040ES | CUYD | 0.00 | 8.000 | 8.000 | 8.000 | 78.97 | 631.76 | |||
| 8039 | CONC MED BAR BOX INLET TY 12B1-50 CAST IN PLACE | 23611NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,255.00 | 1,255.00 | |||
| 8040 | CONC MED BARR BOX INLET TY 14B2 CAST IN PLACE | 01615 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,255.00 | 1,255.00 | |||
| 8046 | SAFELOADING | 02690 | CUYD | 0.00 | 10.600 | 13.100 | 13.100 | 175.00 | 2,292.50 | |||
| 8047 | DROP BOX INLET TYPE 2 | 01493 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,150.00 | 4,150.00 | |||
| 8052 | COST PLUS WORK Culvert repair 1944+00 | 10080NSD | DOLL | 0.00 | 132,477.410 | 132,477.410 | 132,477.410 | 1.00 | 132,477.41 | |||
| 8069 | CULVERT PIPE-42 IN | 00469 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 185.33 | 0.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0023 SIGNING | |||||||
| 6001 | GMSS GALV STEEL TYPE A | 06400 | LB | 4,613.60 | 4,613.600 | 4,667.560 | 4,667.560 | 2.15 | 10,035.25 | |||
| 6003 | GMSS GALV STEEL TYPE C | 20815ED | LB | 4,988.00 | 4,988.000 | 5,259.440 | 5,259.440 | 5.05 | 26,560.17 | |||
| 6005 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 32.36 | 32.360 | 31.440 | 31.440 | 700.00 | 22,008.00 | |||
| 6007 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,292.00 | 1,292.000 | 1,292.000 | 1,292.000 | 1.85 | 2,390.20 | |||
| 6009 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,636.00 | 1,636.000 | 1,636.000 | 1,636.000 | 17.00 | 27,812.00 | |||
| 6011 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 396.75 | 396.750 | 409.270 | 409.270 | 14.50 | 5,934.41 | |||
| 6013 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 284.75 | 284.750 | 293.680 | 293.680 | 14.50 | 4,258.36 | |||
| 6015 | STEEL POST TYPE 1 | 06410 | LF | 303.75 | 303.750 | 488.500 | 488.500 | 7.98 | 3,898.23 | |||
| 6017 | STEEL POST TYPE 2 | 06411 | LF | 574.00 | 574.000 | 905.000 | 905.000 | 5.87 | 5,312.35 | |||
| 6019 | GMSS TYPE D | 21596ND | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 6021 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
| 6023 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 133.00 | 4,256.00 | |||
| 6025 | REMOVE SIGN | 21373ND | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 0.01 | 0.14 | |||
| 6027 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 145.00 | 145.00 | |||
| 6029 | ROADWAY CROSS SECTION | 20419ED | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 6031 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 6033 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 8059 | BARRIER WALL POST | 20912ND | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 735.00 | 2,205.00 | |||
| 8063 | REFERENCE MARKER | 04903 | EACH | 0.00 | 19.000 | 38.000 | 38.000 | 99.75 | 3,790.50 | |||
| 8064 | BARRIER MOUNTING BRACKET | 04904 | EACH | 0.00 | 19.000 | 19.000 | 19.000 | 131.25 | 2,493.75 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0024 LIGHTING | |||||||
| 6051 | POLE 30 FT MTG HT | 04700 | EACH | 49.00 | 49.000 | 56.000 | 56.000 | 735.00 | 41,160.00 | |||
| 6053 | POLE 40 FT MTG HT | 04701 | EACH | 29.00 | 29.000 | 19.000 | 19.000 | 849.30 | 16,136.70 | |||
| 6055 | BRACKET 4 FT | 04720 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.40 | 200.40 | |||
| 6057 | BRACKET 10 FT | 04723 | EACH | 59.00 | 59.000 | 56.000 | 56.000 | 268.50 | 15,036.00 | |||
| 6059 | BRACKET C | 04730 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 270.50 | 4,869.00 | |||
| 6061 | POLE BASE | 04740 | EACH | 59.00 | 59.000 | 60.000 | 60.000 | 872.00 | 52,320.00 | |||
| 6063 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 1,378.00 | 24,804.00 | |||
| 6065 | TRANSFORMER BASE | 04750 | EACH | 59.00 | 59.000 | 58.000 | 58.000 | 299.50 | 17,371.00 | |||
| 6067 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,443.00 | 10,443.00 | |||
| 6069 | HPS LUMINAIRE | 04770 | EACH | 60.00 | 60.000 | 57.000 | 57.000 | 402.92 | 22,966.44 | |||
| 6071 | FUSED CONNECTOR KIT | 04780 | EACH | 156.00 | 156.000 | 156.000 | 156.000 | 91.50 | 14,274.00 | |||
| 6073 | CONDUIT-1 1/4 IN | 04793 | LF | 8,000.00 | 8,000.000 | 6,320.000 | 6,320.000 | 5.73 | 36,213.60 | |||
| 6075 | CONDUIT-2 IN | 04795 | LF | 1,350.00 | 1,350.000 | 1,610.000 | 1,610.000 | 7.80 | 12,558.00 | |||
| 6077 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 14.00 | 14.000 | 16.000 | 16.000 | 722.38 | 11,558.08 | |||
| 6079 | TRENCHING AND BACKFILLING | 04820 | LF | 8,800.00 | 8,800.000 | 5,733.000 | 5,733.000 | 2.74 | 15,708.42 | |||
| 6081 | WIRE-NO. 12 | 04832 | LF | 8,200.00 | 8,200.000 | 6,646.000 | 6,646.000 | 0.49 | 3,256.54 | |||
| 6083 | WIRE-NO. 8 | 04833 | LF | 27,250.00 | 27,250.000 | 46,371.000 | 46,371.000 | 0.82 | 38,024.22 | |||
| 6085 | WIRE-NO. 6 | 04834 | LF | 12,000.00 | 12,000.000 | 14,508.000 | 14,508.000 | 1.00 | 14,508.00 | |||
| 6087 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 6089 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 824.50 | 14,841.00 | |||
| 6091 | BORE AND JACK CONDUIT | 21543EN | LF | 500.00 | 500.000 | 155.000 | 155.000 | 18.50 | 2,867.50 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0025 WATERLINE | |||||||
| 6093 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 500.00 | 500.000 | 336.000 | 336.000 | 65.01 | 21,843.36 | |||
| 6095 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,411.07 | 3,411.07 | |||
| 6097 | TIE-IN 6 IN | 03466 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,801.86 | 3,603.72 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0026 TRIMARC | |||||||
| 3111 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,247.00 | 4,247.00 | |||
| 3113 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,723.81 | 3,723.81 | |||
| 3115 | TEMPORARY SUPPORT | 22056NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 24,080.00 | 24,080.00 | |||
| 3117 | REPLACE SIGN SUPPORT | 23553EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,009.85 | 39,009.85 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0070 BRIDGE | |||||||
| 7000 | CONCRETE-CLASS A | 08100 | CUYD | 512.10 | 512.100 | 512.100 | 512.100 | 680.00 | 348,228.00 | |||
| 7001 | CONCRETE-CLASS AA | 08104 | CUYD | 985.20 | 985.200 | 985.200 | 985.200 | 530.00 | 522,156.00 | |||
| 7002 | STEEL REINFORCEMENT | 08150 | LB | 119,339.00 | 119,339.000 | 119,339.000 | 119,339.000 | 0.70 | 83,537.30 | |||
| 7003 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 254,382.00 | 254,382.000 | 254,382.000 | 254,382.000 | 0.72 | 183,155.04 | |||
| 7004 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 259.00 | 259.000 | 340.300 | 340.300 | 26.00 | 8,847.80 | |||
| 7005 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 420.00 | 420.000 | 420.000 | 420.000 | 35.00 | 14,700.00 | |||
| 7006 | MASONRY COATING | 02998 | SQYD | 2,196.00 | 2,196.000 | 2,196.000 | 2,196.000 | 8.50 | 18,666.00 | |||
| 7007 | PILES-STEEL HP12X53 | 08046 | LF | 1,032.00 | 1,032.000 | 972.630 | 972.630 | 54.00 | 52,522.02 | |||
| 7008 | TEST PILES | 08033 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 54.00 | 3,780.00 | |||
| 7009 | PILE POINTS-12 IN | 08094 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 90.00 | 3,060.00 | |||
| 7010 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 282.00 | 282.000 | 282.000 | 282.000 | 55.00 | 15,510.00 | |||
| 7011 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 3,478.60 | 3,478.600 | 3,455.980 | 3,455.980 | 155.00 | 535,676.90 | |||
| 7012 | RAIL SYSTEM TYPE III | 21532ED | LF | 416.00 | 416.000 | 416.000 | 416.000 | 56.50 | 23,504.00 | |||
| 7013 | SOUNDINGS | 21084ED | LF | 320.00 | 0.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 7014 | ROCK CORINGS | 20746ED | LF | 728.00 | 728.000 | 970.170 | 970.170 | 63.00 | 61,120.71 | |||
| 7015 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 45.00 | 1,620.00 | |||
| 7016 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 46.00 | 1,932.00 | |||
| 7017 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 235.00 | 235.000 | 231.010 | 231.010 | 548.00 | 126,593.48 | |||
| 7018 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 344.00 | 344.000 | 342.890 | 342.890 | 520.00 | 178,302.80 | |||
| 7019 | PRE-DRILLING FOR PILES | 08039 | LF | 258.00 | 258.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 7020 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 1,225.00 | 1,225.000 | 1,142.480 | 1,142.480 | 120.00 | 137,097.60 | |||
| 8055 | ROCK SOUNDINGS | 20745ED | LF | 0.00 | 356.700 | 356.700 | 356.700 | 30.00 | 10,701.00 | |||
| 8066 | REMOVE RETAINING WALL Metal Earth Stabilized Wall | 20479NS613 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0071 BRIDGE | |||||||
| 7100 | CONCRETE-CLASS A | 08100 | CUYD | 434.00 | 198.600 | 198.600 | 198.600 | 680.00 | 135,048.00 | |||
| 7101 | CONCRETE-CLASS AA | 08104 | CUYD | 887.20 | 811.300 | 811.300 | 811.300 | 530.00 | 429,989.00 | |||
| 7102 | STEEL REINFORCEMENT | 08150 | LB | 57,729.00 | 17,294.000 | 17,294.000 | 17,294.000 | 0.70 | 12,105.80 | |||
| 7103 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 260,106.00 | 145,146.000 | 145,146.000 | 145,146.000 | 0.72 | 104,505.12 | |||
| 7104 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 665.00 | 355.000 | 355.000 | 355.000 | 28.00 | 9,940.00 | |||
| 7105 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 428.00 | 1,085.000 | 1,085.000 | 1,085.000 | 35.00 | 37,975.00 | |||
| 7106 | PRE-DRILLING FOR PILES | 08039 | LF | 208.00 | 562.000 | 376.790 | 376.790 | 70.00 | 26,375.30 | |||
| 7107 | PILES-STEEL HP12X53 | 08046 | LF | 541.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 7108 | TEST PILES | 08033 | LF | 55.00 | 130.000 | 124.000 | 124.000 | 54.00 | 6,696.00 | |||
| 7109 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 7110 | TECHNIQUE SHAFT | 22588NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 7111 | ROCK SOUNDINGS | 20745ED | LF | 324.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 7112 | ROCK CORINGS | 20746ED | LF | 470.00 | 0.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 7113 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 146.50 | 0.000 | 0.000 | 0.000 | 612.00 | 0.00 | |||
| 7114 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 90.60 | 0.000 | 0.000 | 0.000 | 520.00 | 0.00 | |||
| 7115 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 78.50 | 0.000 | 0.000 | 0.000 | 695.00 | 0.00 | |||
| 7116 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 15.60 | 0.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 7117 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 50.10 | 0.000 | 0.000 | 0.000 | 747.00 | 0.00 | |||
| 7118 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 9.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 7119 | CSL TESTING (4 TUBES) | 21321NC | EACH | 9.00 | 0.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 7120 | CSL ACCESS TUBING (6 TUBES) | 21320NC | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 7121 | CSL TESTING (6 TUBES) | 21322NC | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 7122 | CSL TESTING MOBILIZATION | 22590NN | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 7123 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 960.00 | 695.000 | 1,001.960 | 1,001.960 | 26.00 | 26,050.96 | |||
| 7124 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,566.70 | 0.000 | 0.000 | 0.000 | 208.00 | 0.00 | |||
| 7125 | MASONRY COATING | 02998 | SQYD | 1,796.00 | 1,147.000 | 1,147.000 | 1,147.000 | 8.50 | 9,749.50 | |||
| 7126 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 265.00 | 265.000 | 265.000 | 265.000 | 55.00 | 14,575.00 | |||
| 7127 | STRUCTURAL STEEL (2742 LBS) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,200.00 | 7,200.00 | |||
| 7128 | RAIL SYSTEM TYPE III | 21532ED | LF | 374.00 | 285.000 | 285.000 | 285.000 | 56.50 | 16,102.50 | |||
| 7129 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 56.00 | 28.000 | 28.000 | 28.000 | 42.00 | 1,176.00 | |||
| 7130 | MECHANICAL REINF COUPLER #7 | 08132 | EACH | 32.00 | 0.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 7131 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 64.00 | 32.000 | 32.000 | 32.000 | 44.00 | 1,408.00 | |||
| 8008 | PRECAST PC I BEAM-HN 7261 Value Engineering | 23848EC | LF | 0.00 | 1,961.000 | 1,961.000 | 1,961.000 | 385.00 | 754,985.00 | |||
| 8009 | MECHANICAL REINF COUPLER #5 EPOXY COATED Value Engineering | 08140 | EACH | 0.00 | 510.000 | 510.000 | 510.000 | 42.00 | 21,420.00 | |||
| 8010 | MECHANICAL REINF COUPLER #6 EPOXY COATED Value Engineering | 08141 | EACH | 0.00 | 420.000 | 420.000 | 420.000 | 43.00 | 18,060.00 | |||
| 8011 | PILES-STEEL HP14X89 Value Engineering | 08051 | LF | 0.00 | 884.000 | 725.870 | 725.870 | 67.00 | 48,633.29 | |||
| 8012 | PILE POINTS-14 IN Value Engineering | 08095 | EACH | 0.00 | 36.000 | 36.000 | 36.000 | 90.00 | 3,240.00 | |||
| 8025 | ENGINEERING Value Engineering Redesign | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 8028 | VALUE ENGINEERING Value Engineering | 10121NX | DOLL | 0.00 | 178,379.800 | 178,379.800 | 178,379.800 | 1.00 | 178,379.80 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0072 BRIDGE | |||||||
| 7201 | CONCRETE-CLASS A | 08100 | CUYD | 580.80 | 180.300 | 180.300 | 180.300 | 680.00 | 122,604.00 | |||
| 7202 | CONCRETE-CLASS AA | 08104 | CUYD | 795.70 | 836.900 | 836.900 | 836.900 | 530.00 | 443,557.00 | |||
| 7203 | STEEL REINFORCEMENT | 08150 | LB | 96,492.00 | 62,820.000 | 62,820.000 | 62,820.000 | 0.70 | 43,974.00 | |||
| 7204 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 222,806.00 | 219,807.000 | 219,807.000 | 219,807.000 | 0.72 | 158,261.04 | |||
| 7205 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 26.70 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 7206 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 481.00 | 430.000 | 363.720 | 363.720 | 26.00 | 9,456.72 | |||
| 7207 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 556.00 | 458.000 | 458.000 | 458.000 | 35.00 | 16,030.00 | |||
| 7208 | MASONRY COATING | 02998 | SQYD | 1,961.10 | 1,504.400 | 1,504.400 | 1,504.400 | 8.50 | 12,787.40 | |||
| 7209 | PILES-STEEL HP12X53 | 08046 | LF | 2,503.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 7210 | TEST PILES | 08033 | LF | 132.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 7211 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 172.00 | 172.000 | 172.000 | 172.000 | 55.00 | 9,460.00 | |||
| 7212 | RAIL SYSTEM TYPE III | 21532ED | LF | 526.00 | 526.000 | 537.500 | 537.500 | 56.50 | 30,368.75 | |||
| 7213 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,331.00 | 0.000 | 0.000 | 0.000 | 212.00 | 0.00 | |||
| 7214 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 914.00 | 242.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 7215 | PILE POINTS-12 IN | 08094 | EACH | 163.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 7216 | MECHANICAL COUPLER | 20568NN | EACH | 102.00 | 0.000 | 30.000 | 30.000 | 23.00 | 690.00 | |||
| 7217 | PRE-DRILLING FOR PILES | 08039 | LF | 932.50 | 0.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 7218 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,700.00 | 26,800.00 | |||
| 7219 | CONDUIT-3 IN | 04797 | LF | 526.00 | 526.000 | 526.000 | 526.000 | 7.00 | 3,682.00 | |||
| 8013 | PRECAST PC I BEAM-HN 6061 Value Engineering | 23847EC | LF | 0.00 | 2,342.000 | 2,342.000 | 2,342.000 | 325.00 | 761,150.00 | |||
| 8014 | PILES-STEEL HP14X73 Value Engineering | 08050 | LF | 0.00 | 682.000 | 682.000 | 682.000 | 61.60 | 42,011.20 | |||
| 8015 | TEST PILES Value Engineering | 08033 | LF | 0.00 | 78.000 | 78.000 | 78.000 | 61.60 | 4,804.80 | |||
| 8016 | PILE POINTS-14 IN Value Engineering | 08095 | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 90.00 | 1,980.00 | |||
| 8017 | MECHANICAL REINF COUPLER #5 Value Engineering | 08130 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 42.00 | 336.00 | |||
| 8018 | MECHANICAL REINF COUPLER #11 Value Engineering | 08136 | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 46.00 | 1,012.00 | |||
| 8019 | DRILLED SHAFT COMMON-54 IN Value Engineering | 21777EN | LF | 0.00 | 87.500 | 87.500 | 87.500 | 612.00 | 53,550.00 | |||
| 8020 | DRILLED SHAFT-ROCK 48 IN Value Engineering | 20637ED | LF | 0.00 | 50.000 | 50.000 | 50.000 | 1,250.00 | 62,500.00 | |||
| 8026 | ENGINEERING Value Engineering Redesign | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 66,604.35 | 66,604.35 | |||
| 8029 | VALUE ENGINEERING Value Engineering | 10121NX | DOLL | 0.00 | 27,251.050 | 27,251.050 | 27,251.050 | 1.00 | 27,251.05 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0073 BRIDGE | |||||||
| 7300 | CONCRETE-CLASS A | 08100 | CUYD | 384.60 | 211.700 | 211.700 | 211.700 | 680.00 | 143,956.00 | |||
| 7301 | CONCRETE-CLASS AA | 08104 | CUYD | 467.00 | 491.800 | 491.800 | 491.800 | 530.00 | 260,654.00 | |||
| 7302 | STEEL REINFORCEMENT | 08150 | LB | 59,097.00 | 37,292.000 | 37,292.000 | 37,292.000 | 0.70 | 26,104.40 | |||
| 7304 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 116,155.00 | 137,202.000 | 137,202.000 | 137,202.000 | 0.72 | 98,785.44 | |||
| 7305 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 44.00 | 66.000 | 66.000 | 66.000 | 300.00 | 19,800.00 | |||
| 7306 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 289.00 | 227.000 | 178.550 | 178.550 | 26.00 | 4,642.30 | |||
| 7307 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 845.00 | 745.000 | 745.000 | 745.000 | 35.00 | 26,075.00 | |||
| 7308 | MASONRY COATING | 02998 | SQYD | 1,453.00 | 1,337.000 | 1,337.000 | 1,337.000 | 8.50 | 11,364.50 | |||
| 7309 | PILES-STEEL HP12X53 | 08046 | LF | 180.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 7310 | TEST PILES | 08033 | LF | 26.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 7311 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 55.00 | 5,500.00 | |||
| 7312 | RAIL SYSTEM TYPE III | 21532ED | LF | 516.00 | 518.000 | 518.000 | 518.000 | 56.50 | 29,267.00 | |||
| 7313 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,524.00 | 0.000 | 0.000 | 0.000 | 212.00 | 0.00 | |||
| 7314 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 238.40 | 147.000 | 147.000 | 147.000 | 28.00 | 4,116.00 | |||
| 7315 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 8021 | PILES-STEEL HP14X89 Value Engineering | 08051 | LF | 0.00 | 126.000 | 126.000 | 126.000 | 67.68 | 8,527.68 | |||
| 8022 | PRECAST PC I BEAM-HN 6061 Value Engineering | 23847EC | LF | 0.00 | 1,281.000 | 1,281.000 | 1,281.000 | 325.00 | 416,325.00 | |||
| 8023 | PILE POINTS-14 IN Value Engineering | 08095 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 90.00 | 630.00 | |||
| 8024 | TEST PILES Value Engineering | 08033 | LF | 0.00 | 26.000 | 26.000 | 26.000 | 67.68 | 1,759.68 | |||
| 8027 | ENGINEERING Value Engineering Redesign | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8030 | VALUE ENGINEERING Value Engineering | 10121NX | DOLL | 0.00 | 2,506.750 | 2,506.750 | 2,506.750 | 1.00 | 2,506.75 | |||
| 8042 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 45.000 | 45.000 | 45.000 | 144.79 | 6,515.82 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0100 MOBILIZATION / DEMOBILIZATION | |||||||
| 8000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,625,000.00 | 1,625,000.00 | |||
| 8001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 507,487.35 | 0.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 0101 TRAINEES | |||||||
| 8002 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 700.000 | 700.000 | 1.00 | 700.00 | |||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 2001 GARVEE FUNDING CORRECTION JEFFERSON CO PO LN 1 | |||||||
| Project | DE12100640909 | Fed/State Project Number | IM-NH 64-2 (167) | Category | 2002 GARVEE FUNDING CORRECTION SHELBY CO PO LN 2 | |||||||
| SUBTOT | $3,826.59 |
$38,222,761.04 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0250-2-0I |
FENCE, WOVEN | LF |
8,279.00 | 0009 | $1.986880 | $15,626.91 | ||||||
0255-1-0I |
FENCE, WOVEN | LF |
49,505.00 | 0009 | $1.986880 | $98,357.74 | ||||||
6063-1-0I |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0013 | $288.250000 | $4,929.00 | ||||||
0280-1-0I |
Guardrail and Accessories | LF |
3,971.00 | 0015 | $10.252500 | $38,667.61 | ||||||
0285-1-0I |
Guardrail and Accessories | LF |
16,604.00 | 0015 | $10.252500 | $161,730.42 | ||||||
0365-1-0I |
G/R End Treatment Type 4A | EACH |
17.00 | 0015 | $1182.500000 | $19,097.38 | ||||||
7011-1-0I |
Concrete I-Beams | LF |
3,478.60 | 0015 | $97.000000 | $320,552.99 | ||||||
6051-1-0I |
TRAFFIC INCIDENTAL | EACH |
49.00 | 0019 | $740.000000 | $27,011.25 | ||||||
6053-1-0I |
TRAFFIC INCIDENTAL | EACH |
29.00 | 0019 | $728.172410 | $18,472.28 | ||||||
6055-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0021 | $132.500000 | $125.88 | ||||||
6057-1-0I |
TRAFFIC INCIDENTAL | EACH |
59.00 | 0021 | $132.500000 | $7,426.63 | ||||||
6059-1-0I |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0021 | $136.740000 | $2,338.25 | ||||||
8008-1-0I |
Hybrid I Beam HN 7261 | LF |
1,121.00 | 0023 | $203.255000 | $216,456.75 | ||||||
8013-1-0I |
Hybrid I Beam HN 6061 | LF |
1,040.75 | 0023 | $197.096400 | $194,871.67 | ||||||
6009-1-0I |
PERMANENT SIGN | SQFT |
1,636.00 | 0036 | $11.620000 | $18,059.80 | ||||||
6011-1-0I |
PERMANENT SIGN | SQFT |
386.78 | 0036 | $6.190000 | $2,274.46 | ||||||
6012-1-0I |
PERMANENT SIGN | SQFT |
50.00 | 0036 | $7.100000 | $337.25 | ||||||
6013-1-0I |
PERMANENT SIGN | SQFT |
267.75 | 0036 | $7.100000 | $1,805.97 | ||||||
3120-1-0I |
CCTV ASSEMBLY | EACH |
1.00 | 0050 | $5538.500000 | $5,261.58 | ||||||
7011-1-0A |
Concrete I-Beams | LF |
1,227.76 | 0017 | $97.000000 | $-113,138.08 | ||||||
6063-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0022 | $288.250000 | $-2,464.50 | ||||||
6053-1-0A |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0025 | $728.172410 | $-11,465.55 | ||||||
6063-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0025 | $288.250000 | $-2,464.50 | ||||||
0280-1-0A |
Guardrail and Accessories | LF |
681.00 | 0027 | $10.252500 | $-6,631.24 | ||||||
8008-1-0A |
Hybrid I Beam HN 7261 | LF |
6.00 | 0029 | $203.255000 | $-1,158.56 | ||||||
8013-1-0A |
Hybrid I Beam HN 6061 | LF |
1,040.75 | 0029 | $197.096400 | $-194,871.67 | ||||||
0255-1-0A |
FENCE, WOVEN | LF |
718.20 | 0030 | $1.986880 | $-1,426.94 | ||||||
0250-2-0A |
FENCE, WOVEN | LF |
3,918.75 | 0034 | $1.986880 | $-7,396.78 | ||||||
0255-1-0A |
FENCE, WOVEN | LF |
18,050.00 | 0034 | $1.986880 | $-35,862.18 | ||||||
8008-1-0A |
Hybrid I Beam HN 7261 | LF |
560.33 | 0034 | $203.255000 | $-108,195.55 | ||||||
0250-2-0A |
FENCE, WOVEN | LF |
94.05 | 0035 | $1.986880 | $-177.52 | ||||||
0255-1-0A |
FENCE, WOVEN | LF |
1,646.35 | 0035 | $1.986880 | $-3,271.01 | ||||||
7011-1-0A |
Concrete I-Beams | LF |
1,000.46 | 0036 | $97.000000 | $-92,192.39 | ||||||
6051-1-0A |
TRAFFIC INCIDENTAL | EACH |
20.13 | 0039 | $740.000000 | $-11,099.97 | ||||||
6057-1-0A |
TRAFFIC INCIDENTAL | EACH |
20.00 | 0039 | $132.500000 | $-2,517.50 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
750.00 | 0042 | $10.252500 | $-7,305.34 | ||||||
0365-1-0A |
G/R End Treatment Type 4A | EACH |
5.00 | 0043 | $1182.500000 | $-5,616.88 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
1,237.50 | 0044 | $10.252500 | $-12,053.81 | ||||||
0365-1-0A |
G/R End Treatment Type 4A | EACH |
1.00 | 0044 | $1182.500000 | $-1,123.38 | ||||||
6051-1-0A |
TRAFFIC INCIDENTAL | EACH |
19.12 | 0044 | $740.000000 | $-10,544.97 | ||||||
6057-1-0A |
TRAFFIC INCIDENTAL | EACH |
19.00 | 0044 | $132.500000 | $-2,391.63 | ||||||
6059-1-0A |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0044 | $136.740000 | $-2,338.25 | ||||||
6011-1-0A |
PERMANENT SIGN | SQFT |
100.00 | 0047 | $6.190000 | $-588.05 | ||||||
8008-1-0A |
Hybrid I Beam HN 7261 | LF |
554.67 | 0047 | $203.255000 | $-107,102.65 | ||||||
7011-1-0A |
Concrete I-Beams | LF |
1,227.76 | 0048 | $97.000000 | $-113,138.08 | ||||||
0250-2-0A |
FENCE, WOVEN | LF |
4,266.20 | 0050 | $1.986880 | $-8,052.61 | ||||||
0280-1-0A |
Guardrail and Accessories | LF |
250.00 | 0052 | $10.252500 | $-2,434.37 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
5,875.00 | 0052 | $10.252500 | $-57,225.14 | ||||||
0365-1-0A |
G/R End Treatment Type 4A | EACH |
5.00 | 0052 | $1182.500000 | $-5,616.88 | ||||||
6051-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.73 | 0053 | $740.000000 | $-5,366.42 | ||||||
6055-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0053 | $132.500000 | $-125.88 | ||||||
6057-1-0A |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0053 | $132.500000 | $-2,014.00 | ||||||
6009-1-0A |
PERMANENT SIGN | SQFT |
457.50 | 0054 | $11.620000 | $-5,050.34 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
1,312.50 | 0055 | $10.252500 | $-12,784.34 | ||||||
0365-1-0A |
G/R End Treatment Type 4A | EACH |
4.00 | 0055 | $1182.500000 | $-4,493.50 | ||||||
6009-1-0A |
PERMANENT SIGN | SQFT |
488.00 | 0055 | $11.620000 | $-5,387.03 | ||||||
6011-1-0A |
PERMANENT SIGN | SQFT |
30.00 | 0055 | $6.190000 | $-176.42 | ||||||
6053-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0056 | $728.172410 | $-636.98 | ||||||
6057-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0056 | $132.500000 | $-125.88 | ||||||
6009-1-0A |
PERMANENT SIGN | SQFT |
98.00 | 0057 | $11.620000 | $-1,081.82 | ||||||
6011-1-0A |
PERMANENT SIGN | SQFT |
256.78 | 0057 | $6.190000 | $-1,509.99 | ||||||
6013-1-0A |
PERMANENT SIGN | SQFT |
204.25 | 0057 | $7.100000 | $-1,377.66 | ||||||
6013-1-0A |
PERMANENT SIGN | SQFT |
36.00 | 0058 | $7.100000 | $-242.82 | ||||||
6013-1-0A |
PERMANENT SIGN | SQFT |
25.50 | 0059 | $7.100000 | $-172.00 | ||||||
3120-1-0A |
CCTV ASSEMBLY | EACH |
0.95 | 0062 | $5538.500000 | $-4,998.50 | ||||||
0255-1-0A |
FENCE, WOVEN | LF |
670.70 | 0063 | $1.986880 | $-1,332.56 | ||||||
0280-1-0A |
Guardrail and Accessories | LF |
800.00 | 0064 | $10.252500 | $-7,790.00 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
109.00 | 0064 | $10.252500 | $-1,061.71 | ||||||
0280-1-0A |
Guardrail and Accessories | LF |
2,187.50 | 0065 | $10.252500 | $-21,300.78 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
-25.00 | 0065 | $10.252500 | $243.51 | ||||||
0365-1-0A |
G/R End Treatment Type 4A | EACH |
1.00 | 0065 | $1182.500000 | $-1,123.38 | ||||||
0255-1-0A |
FENCE, WOVEN | LF |
23,593.01 | 0067 | $1.986880 | $-46,875.17 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
6,056.00 | 0067 | $10.252500 | $-58,988.16 | ||||||
0280-1-0A |
Guardrail and Accessories | LF |
18.00 | 0068 | $10.252500 | $-175.27 | ||||||
0285-1-0A |
Guardrail and Accessories | LF |
181.40 | 0068 | $10.252500 | $-1,766.92 | ||||||
6012-1-0A |
PERMANENT SIGN | SQFT |
42.00 | 0068 | $7.100000 | $-283.29 | ||||||
7011-10C |
Concrete I-Beams | LF |
0.00 | 0050 | $92.150000 | $-2,084.44 | ||||||
3120-10C |
CCTV ASSEMBLY | EACH |
0.00 | 0067 | $5261.580000 | $-263.08 | ||||||
6013-10C |
PERMANENT SIGN | SQFT |
0.00 | 0067 | $6.744986 | $-13.49 | ||||||
0255-10C |
FENCE, WOVEN | LF |
0.00 | 0069 | $1.986824 | $-9,589.88 | ||||||
0280-10C |
Guardrail and Accessories | LF |
0.00 | 0069 | $9.737499 | $-335.95 | ||||||
0285-10C |
Guardrail and Accessories | LF |
0.00 | 0069 | $9.740449 | $-10,788.51 | ||||||
0365-10C |
G/R End Treatment Type 4A | EACH |
0.00 | 0069 | $1123.375294 | $-1,123.36 | ||||||
6009-10C |
PERMANENT SIGN | SQFT |
0.00 | 0069 | $11.038998 | $-6,540.61 | ||||||
6012-10C |
PERMANENT SIGN | SQFT |
0.00 | 0069 | $6.745000 | $-53.96 | ||||||
6053-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0069 | $636.975172 | $-6,369.75 | ||||||
6057-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0069 | $125.875085 | $-377.62 | ||||||
| SUBTOT | $-0.12 |
|||||||||||