|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/17/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091123 | Estimate Number | 0053 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/25/2012 TO 05/03/2013 | ||||||
| Date Approved | 07/15/2013 | ||||||
| Primary Proj Number | DE11501500923 | ||||||
| Project No. | ARRA 150-1 (096) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | SPRINGFIELD BYPASS (US 150 BYPASS) ARRA | ||||||
| Description | BARDSTOWN-SPRINGFIELD ROAD; CONSTRUCT SPRINGFIELD NORTHWEST BYPASS | ||||||
| Date Let | 05/22/2009 | Formal Acceptance | 12/19/2011 | ||||
| Date Awarded | 07/10/2009 | Date Work Began | 08/12/2009 | ||||
| Date Contract Executed | 07/14/2009 | Open To Traffic | 06/17/2011 | ||||
| Date NTP Issued | 07/14/2009 | Actual Completion Date | 06/17/2011 | ||||
| Current Contract Amount | $12,822,742.57 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,375,230.75 |
Total Earnings | $12,532,998.46 |
$12,484,103.35 |
$48,895.11 |
|
| Percent Complete | 97.74 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $289,744.11 |
Gross Earnings | $12,532,998.46 |
$12,484,103.35 |
$48,895.11 |
|
| Total Change Orders | $447,511.82 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,532,998.46 |
$12,484,103.35 |
$48,895.11 |
|||
| Contract Id | 091123 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0053 | Project Number | ARRA 150-1 (096) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 02/25/2012 TO 05/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material Override | Approved | 09/17/2009 | $0.00 | 0.0 | |||||
| 002 | Mass Concrete for Bridge Footings | Approved | 01/20/2010 | $23,800.00 | 0.0 | |||||
| 003 | KYTC provided Steel Strain Poles | Approved | 01/21/2010 | $-40,886.00 | 0.0 | |||||
| 004 | Fuel and Asphalt Adjustments & Steel Reinforcement Purchase | Approved | 04/13/2010 | $37,311.82 | 0.0 | |||||
| 005 | Mass Concrete | Approved | 06/15/2010 | $8,475.80 | 0.0 | |||||
| 006 | Barrier Wall Delineators - White | Approved | 08/13/2010 | $178.50 | 0.0 | |||||
| 007 | Lot Pay Adjustment Override | Approved | 07/22/2010 | $0.00 | 0.0 | |||||
| 008 | Fuel and Asphalt | Approved | 02/03/2011 | $223,397.64 | 0.0 | |||||
| 009 | Roundabout Construction | Approved | 04/05/2011 | $195,234.06 | 20.0 | |||||
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 |
||
| Contract Id | 091123 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE11501500923 | |||||||
| Estimate Nbr | 0053 | Period | 02/25/2012 TO 05/03/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | 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 | |
| 0030 | CRUSHED STONE BASE ALT C | 00003 | TON | 72,746.00 | 73,416.000 | 69,904.570 | 69,904.570 | 17.53 | 1,225,427.11 | |||
| 0040 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 8,539.80 | 8,539.800 | 8,159.940 | 8,159.940 | 26.04 | 212,484.83 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 21.00 | 21.000 | 336.740 | 336.740 | 24.20 | 8,149.10 | |||
| 0080 | ASPHALT SEAL AGGREGATE ALT C | 00100 | TON | 426.90 | 426.900 | 372.300 | 372.300 | 75.00 | 27,922.50 | |||
| 0110 | LEVELING & WEDGING PG64-22 ALT C | 00190 | TON | 1,952.30 | 2,051.300 | 1,074.670 | 1,074.670 | 75.01 | 80,610.99 | |||
| 0140 | CL2 ASPH BASE 1.00D PG64-22 ALT C | 00212 | TON | 17,207.80 | 17,248.800 | 19,501.310 | 19,501.310 | 57.90 | 1,129,125.84 | |||
| 0170 | CL3 ASPH BASE 1.00D PG64-22 ALT C | 00214 | TON | 4,486.80 | 5,475.800 | 7,458.740 | 7,458.740 | 57.90 | 431,861.04 | |||
| 0200 | CL2 ASPH BASE 0.75D PG64-22 ALT C | 00221 | TON | 1,091.30 | 1,091.300 | 925.050 | 925.050 | 65.75 | 60,822.03 | |||
| 0230 | EMULSIFIED ASPHALT RS-2 ALT C | 00291 | TON | 51.20 | 51.200 | 46.740 | 46.740 | 790.00 | 36,924.60 | |||
| 0260 | CL2 ASPH SURF 0.38D PG64-22 ALT C | 00301 | TON | 5,789.70 | 5,806.700 | 5,362.950 | 5,362.950 | 74.87 | 401,524.06 | |||
| 0290 | CL3 ASPH SURF 0.38B PG64-22 ALT C | 00388 | TON | 1,053.20 | 1,183.200 | 2,064.450 | 2,064.450 | 74.87 | 154,565.37 | |||
| 0300 | ENTRANCE PIPE-15 IN | 00440 | LF | 297.40 | 297.400 | 297.400 | 297.400 | 28.41 | 8,449.13 | |||
| 0310 | ENTRANCE PIPE-18 IN | 00441 | LF | 445.00 | 445.000 | 447.000 | 447.000 | 31.30 | 13,991.10 | |||
| 0320 | ENTRANCE PIPE-24 IN | 00443 | LF | 187.00 | 187.000 | 187.000 | 187.000 | 37.35 | 6,984.45 | |||
| 0330 | ENTRANCE PIPE-30 IN | 00445 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 54.39 | 3,807.30 | |||
| 0340 | CULVERT PIPE-18 IN | 00462 | LF | 194.20 | 194.200 | 194.200 | 194.200 | 30.10 | 5,845.42 | |||
| 0350 | CULVERT PIPE-24 IN | 00464 | LF | 226.80 | 226.800 | 226.800 | 226.800 | 38.62 | 8,759.01 | |||
| 0360 | CULVERT PIPE-30 IN | 00466 | LF | 593.50 | 593.500 | 593.500 | 593.500 | 49.78 | 29,544.43 | |||
| 0370 | CULVERT PIPE-36 IN | 00468 | LF | 361.60 | 361.600 | 361.600 | 361.600 | 64.82 | 23,438.91 | |||
| 0380 | CULVERT PIPE-42 IN | 00469 | LF | 657.60 | 657.600 | 657.600 | 657.600 | 75.00 | 49,320.00 | |||
| 0390 | CULVERT PIPE-48 IN | 00470 | LF | 207.80 | 207.800 | 207.800 | 207.800 | 85.43 | 17,752.35 | |||
| 0400 | CULVERT PIPE-66 IN | 00473 | LF | 150.50 | 150.500 | 150.500 | 150.500 | 177.53 | 26,718.26 | |||
| 0410 | PERFORATED PIPE-4 IN | 01000 | LF | 1,221.00 | 1,221.000 | 1,382.000 | 1,382.000 | 10.20 | 14,096.40 | |||
| 0420 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,130.00 | 1,130.000 | 703.000 | 703.000 | 11.74 | 8,253.22 | |||
| 0430 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 458.25 | 1,374.75 | |||
| 0440 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 495.64 | 495.64 | |||
| 0450 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 512.57 | 8,713.69 | |||
| 0460 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,889.75 | 5,669.25 | |||
| 0470 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,173.21 | 6,519.63 | |||
| 0480 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,153.11 | 9,459.33 | |||
| 0490 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,029.47 | 10,058.94 | |||
| 0500 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,247.22 | 4,494.44 | |||
| 0510 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,746.80 | 1,746.80 | |||
| 0520 | FLUME INLET TYPE 1 | 01690 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,081.50 | 4,163.00 | |||
| 0530 | FLUME INLET TYPE 2 | 01691 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,524.98 | 16,774.78 | |||
| 0540 | STANDARD CURB AND GUTTER | 01810 | LF | 452.50 | 452.500 | 674.000 | 674.000 | 20.16 | 13,587.84 | |||
| 0550 | ISLAND INTEGRAL CURB | 01845 | LF | 100.00 | 100.000 | 331.000 | 331.000 | 24.20 | 8,010.20 | |||
| 0560 | ASPHALT WEDGE CURB | 01897 | LF | 4,199.25 | 4,199.250 | 4,472.000 | 4,472.000 | 5.50 | 24,596.00 | |||
| 0580 | JPC PAVEMENT-10 IN ALT C | 02069 | SQYD | 58,923.40 | 58,923.400 | 57,737.342 | 57,737.342 | 37.16 | 2,145,519.62 | |||
| 0620 | JPC PAVEMENT-8 IN ALT C | 02084 | SQYD | 785.60 | 785.600 | 549.060 | 549.060 | 65.79 | 36,122.65 | |||
| 0630 | REMOVE PAVEMENT | 02091 | SQYD | 1,088.80 | 2,011.800 | 1,088.800 | 1,088.800 | 3.59 | 3,908.79 | |||
| 0660 | CEM CONC ENT PAVEMENT-8 IN ALT C | 02101 | SQYD | 77.10 | 77.100 | 199.770 | 199.770 | 72.60 | 14,503.30 | |||
| 0670 | TEMP DITCH | 02159 | LF | 12,130.50 | 12,805.500 | 1,452.000 | 1,452.000 | 1.13 | 1,640.76 | |||
| 0700 | ROADWAY EXCAVATION ALT C | 02200 | CUYD | 554,339.00 | 554,339.000 | 555,082.230 | 555,082.230 | 3.40 | 1,887,279.58 | |||
| 0710 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 4,299.00 | 4,299.000 | 3,323.130 | 3,323.130 | 6.33 | 21,035.41 | |||
| 0720 | GRANULAR EMBANKMENT | 02223 | CUYD | 6.00 | 6.000 | 18.520 | 18.520 | 30.25 | 560.23 | |||
| 0730 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0740 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 30,518.40 | 30,518.400 | 30,369.150 | 30,369.150 | 5.06 | 153,667.89 | |||
| 0750 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,337.00 | 12,033.00 | |||
| 0760 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 13,925.00 | 13,925.000 | 14,087.500 | 14,087.500 | 13.40 | 188,772.50 | |||
| 0770 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 37.75 | 490.75 | |||
| 0780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,857.00 | 14,856.00 | |||
| 0790 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,325.00 | 18,600.00 | |||
| 0800 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 522.00 | 1,566.00 | |||
| 0810 | REMOVE GUARDRAIL | 02381 | LF | 2,195.30 | 2,195.300 | 2,676.000 | 2,676.000 | 1.65 | 4,415.40 | |||
| 0820 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,821.00 | 16,389.00 | |||
| 0830 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 150.00 | 150.000 | 148.000 | 148.000 | 86.25 | 12,765.00 | |||
| 0840 | WITNESS POST | 02432 | EACH | 128.00 | 128.000 | 128.000 | 128.000 | 56.20 | 7,193.60 | |||
| 0850 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,674.51 | 1,674.51 | |||
| 0860 | CHANNEL LINING CLASS II | 02483 | TON | 1,189.00 | 1,189.000 | 1,900.450 | 1,900.450 | 24.26 | 46,104.91 | |||
| 0870 | CHANNEL LINING CLASS III | 02484 | TON | 5,856.00 | 5,856.000 | 5,444.770 | 5,444.770 | 27.18 | 147,988.84 | |||
| 0880 | CLEARING AND GRUBBING 104 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 67,979.74 | 67,979.74 | |||
| 0890 | CONCRETE-CLASS B | 02555 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0900 | SIGNS | 02562 | SQFT | 1,792.70 | 1,792.700 | 1,338.380 | 1,338.380 | 14.08 | 18,844.39 | |||
| 0910 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 92.00 | 368.00 | |||
| 0940 | EDGE KEY ALT C | 02585 | LF | 350.00 | 350.000 | 378.000 | 378.000 | 50.00 | 18,900.00 | |||
| 0950 | FABRIC-GEOTEXTILE TYPE IV (REVISED: 5-15-09) | 02599 | SQYD | 51,293.00 | 51,293.000 | 50,927.720 | 50,927.720 | 1.57 | 79,956.52 | |||
| 0960 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,289.70 | 9,289.700 | 5,408.990 | 5,408.990 | 2.00 | 10,817.98 | |||
| 0970 | RETAINING WALL-GABION | 02610 | CUYD | 1,310.00 | 1,310.000 | 1,012.000 | 1,012.000 | 145.20 | 146,942.40 | |||
| 0980 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,989.20 | 19,989.20 | |||
| 0990 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,375.67 | 33,375.67 | |||
| 1000 | LANE CLOSURE | 02653 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 1,815.00 | 12,705.00 | |||
| 1010 | SAFELOADING | 02690 | CUYD | 4.30 | 4.300 | 4.300 | 4.300 | 196.56 | 845.20 | |||
| 1020 | TEMP SILT FENCE | 02701 | LF | 24,261.00 | 24,261.000 | 7,490.000 | 7,490.000 | 2.49 | 18,650.10 | |||
| 1030 | SILT TRAP TYPE A | 02703 | EACH | 158.00 | 158.000 | 48.000 | 48.000 | 129.47 | 6,214.56 | |||
| 1040 | SILT TRAP TYPE B | 02704 | EACH | 158.00 | 158.000 | 45.000 | 45.000 | 198.44 | 8,929.80 | |||
| 1050 | SILT TRAP TYPE C | 02705 | EACH | 158.00 | 158.000 | 3.000 | 3.000 | 139.15 | 417.45 | |||
| 1060 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 474.00 | 474.000 | 72.000 | 72.000 | 52.03 | 3,746.16 | |||
| 1070 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 474.00 | 474.000 | 32.000 | 32.000 | 39.93 | 1,277.76 | |||
| 1080 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 474.00 | 474.000 | 0.000 | 0.000 | 54.45 | 0.00 | |||
| 1090 | CLEAN TEMP SILT FENCE | 02709 | LF | 24,261.00 | 24,261.000 | 50.000 | 50.000 | 0.42 | 21.00 | |||
| 1100 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 108,900.00 | 108,900.00 | |||
| 1110 | REMOVE STRUCTURE BRIDGE OVER SHAY BRANCH | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1120 | REMOVE STRUCTURE RAILROAD PIERS AND ABUTMENTS | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1130 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 27.01 | 4,861.80 | |||
| 1140 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,658.00 | 12,175.000 | 5,871.300 | 5,871.300 | 0.99 | 5,812.58 | |||
| 1150 | TEMP MULCH | 05952 | SQYD | 512,745.00 | 518,231.000 | 132,325.278 | 132,325.278 | 0.20 | 26,465.05 | |||
| 1160 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 221,833.00 | 227,319.000 | 30,661.389 | 30,661.389 | 0.22 | 6,745.50 | |||
| 1170 | TOPDRESSING FERTILIZER | 05966 | TON | 11.40 | 11.680 | 14.350 | 14.350 | 944.80 | 13,557.88 | |||
| 1180 | SEEDING AND PROTECTION | 05985 | SQYD | 132,394.00 | 134,454.000 | 311,080.381 | 311,080.381 | 0.32 | 99,545.72 | |||
| 1190 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 86,325.00 | 86,325.000 | 109,887.002 | 109,887.002 | 0.14 | 15,384.18 | |||
| 1200 | SODDING | 05990 | SQYD | 3,114.00 | 3,114.000 | 2,665.220 | 2,665.220 | 4.27 | 11,380.48 | |||
| 1210 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 34,590.00 | 34,590.000 | 48,977.000 | 48,977.000 | 0.12 | 5,877.24 | |||
| 1220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 120,722.00 | 120,722.000 | 121,444.000 | 121,444.000 | 0.12 | 14,573.28 | |||
| 1230 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 366.61 | 366.610 | 3,492.000 | 3,492.000 | 1.00 | 3,492.00 | |||
| 1240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 394.00 | 394.000 | 922.200 | 922.200 | 8.00 | 7,377.60 | |||
| 1250 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 15.00 | 15.000 | 19.000 | 19.000 | 70.00 | 1,330.00 | |||
| 1260 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 32.00 | 32.000 | 59.000 | 59.000 | 75.00 | 4,425.00 | |||
| 1270 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 10.00 | 10.000 | 15.000 | 15.000 | 125.00 | 1,875.00 | |||
| 1280 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 177.00 | 177.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 1290 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 805.00 | 805.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 1300 | CONCRETE-CLASS A | 08100 | CUYD | 73.50 | 81.900 | 73.940 | 73.940 | 611.41 | 45,207.65 | |||
| 1310 | STEEL REINFORCEMENT | 08150 | LB | 5,360.50 | 5,360.500 | 4,972.500 | 4,972.500 | 1.25 | 6,215.62 | |||
| 1320 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,868.50 | 11,737.00 | |||
| 1330 | PAVEMENT ADJUSTMENT CONCRETE ALT C | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 176,366.00 | 0.00 | |||
| 1390 | SHOULDER RUMBLE STRIPS-SAWED ALT C | 20362ES403 | LF | 33,177.00 | 33,177.000 | 47,131.000 | 47,131.000 | 0.25 | 11,782.75 | |||
| 1400 | REMOVE AND RESET HISTORIC MARKERS | 20870ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 1410 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 133.00 | 133.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1420 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,196.10 | 1,196.100 | 1,196.100 | 1,196.100 | 6.49 | 7,762.68 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -4,434.560 | -4,434.560 | 1.00 | -4,434.56 | |||
| 8004 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 150,451.120 | -10,905.420 | 210,911.020 | 200,005.600 | 1.00 | -10,905.42 | 200,005.60 | |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 108,595.751 | 550.530 | 170,062.930 | 170,613.460 | 1.00 | 550.53 | 170,613.46 | |
| 8010 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,976.962 | -2,976.962 | 1.00 | -2,976.96 | |||
| 8011 | ENTRANCE PIPE-15 IN | 00440 | LF | 0.00 | 161.000 | 166.000 | 166.000 | 44.00 | 7,304.00 | |||
| 8012 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 8013 | DROP BOX INLET TYPE 13G modified box | 01559 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 8014 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 261.000 | 118.000 | 118.000 | 40.00 | 4,720.00 | |||
| 8015 | STANDARD HEADER CURB | 01875 | LF | 0.00 | 343.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 8016 | ENTRANCE PIPE-15 IN | 00440 | LF | 0.00 | 56.000 | 56.000 | 56.000 | 31.30 | 1,752.80 | |||
| 8018 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 25.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8019 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
| 8020 | MAINTAIN & CONTROL TRAFFIC | 21741NC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 8021 | FINAL DRESSING CLASS B | 02601 | LF | 0.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8022 | COST PLUS WORK STANDARD INTERGRAL CURB | 10080NSD | DOLL | 0.00 | 4,256.000 | 10,947.020 | 10,947.020 | 1.00 | 10,947.02 | |||
| 8023 | COST PLUS WORK ROADWAY EXCAVATION | 10080NSD | DOLL | 0.00 | 1,917.600 | 20,423.970 | 20,423.970 | 1.00 | 20,423.97 | |||
| 8024 | COST PLUS WORK EMBANKMENT | 10080NSD | DOLL | 0.00 | 2,988.600 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8025 | COST PLUS WORK JPC PAVEMENT - 10 IN | 10080NSD | DOLL | 0.00 | 33,540.000 | 19,251.850 | 19,251.850 | 1.00 | 19,251.85 | |||
| 8026 | COST PLUS WORK Hoe Ram Solid Rock | 10080NSD | DOLL | 0.00 | 2,000.000 | 2,000.000 | 2,000.000 | 1.00 | 2,000.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1430 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 303,437.30 | 303,437.30 | |||
| 1440 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 225,000.00 | 56,250.00 | 225,000.00 | |
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0003 BRIDGE | |||||||
| 1450 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 28.460 | 28.460 | 45.00 | 1,280.70 | |||
| 1460 | FOUNDATION PREPARATION 26219 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1470 | CONCRETE-CLASS A | 08100 | CUYD | 155.90 | 155.900 | 155.900 | 155.900 | 360.00 | 56,124.00 | |||
| 1480 | STEEL REINFORCEMENT | 08150 | LB | 12,273.00 | 12,273.000 | 12,273.000 | 12,273.000 | 0.80 | 9,818.40 | |||
| 8002 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 8007 | MASS CONCRETE Mass Concrete with Hot Water | 10040ES | CUYD | 0.00 | 42.000 | 41.350 | 41.350 | 187.20 | 7,740.72 | |||
| 8008 | MASS CONCRETE Mass Concrete without Hot Water | 10040ES | CUYD | 0.00 | 135.000 | 242.390 | 242.390 | 180.84 | 43,833.80 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0004 BRIDGE | |||||||
| 1490 | MASONRY COATING | 02998 | SQYD | 439.00 | 439.000 | 439.000 | 439.000 | 9.00 | 3,951.00 | |||
| 1500 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 138.60 | 138.600 | 138.600 | 138.600 | 50.00 | 6,930.00 | |||
| 1510 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 460.00 | 460.000 | 327.980 | 327.980 | 14.00 | 4,591.72 | |||
| 1520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 240.00 | 240.000 | 275.730 | 275.730 | 45.00 | 12,407.85 | |||
| 1530 | CONCRETE-CLASS A | 08100 | CUYD | 409.80 | 409.800 | 409.800 | 409.800 | 360.00 | 147,528.00 | |||
| 1540 | CONCRETE-CLASS AA | 08104 | CUYD | 153.00 | 153.000 | 153.000 | 153.000 | 575.00 | 87,975.00 | |||
| 1550 | STEEL REINFORCEMENT | 08150 | LB | 41,192.00 | 41,192.000 | 41,192.000 | 41,192.000 | 0.80 | 32,953.60 | |||
| 1560 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,435.00 | 42,435.000 | 42,435.000 | 42,435.000 | 0.87 | 36,918.45 | |||
| 1570 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 366.00 | 366.000 | 366.000 | 366.000 | 230.00 | 84,180.00 | |||
| 1580 | RAIL SYSTEM TYPE III | 21532ED | LF | 125.80 | 125.800 | 125.800 | 125.800 | 100.00 | 12,580.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0005 BRIDGE | |||||||
| 1590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 778.00 | 778.000 | 675.777 | 675.777 | 45.00 | 30,409.96 | |||
| 1600 | FOUNDATION PREPARATION 26221 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,000.00 | 21,000.00 | |||
| 1610 | CONCRETE-CLASS A | 08100 | CUYD | 675.40 | 675.400 | 675.400 | 675.400 | 360.00 | 243,144.00 | |||
| 1620 | STEEL REINFORCEMENT | 08150 | LB | 61,116.00 | 61,116.000 | 61,116.000 | 61,116.000 | 0.80 | 48,892.80 | |||
| 1630 | LOW FLOW DIVERSION CURB 26221 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0006 BRIDGE | |||||||
| 1640 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 55.600 | 55.600 | 45.00 | 2,502.00 | |||
| 1650 | FOUNDATION PREPARATION 26222 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1660 | CONCRETE-CLASS A | 08100 | CUYD | 120.80 | 120.800 | 120.800 | 120.800 | 360.00 | 43,488.00 | |||
| 1670 | STEEL REINFORCEMENT | 08150 | LB | 8,194.00 | 8,194.000 | 8,194.000 | 8,194.000 | 0.80 | 6,555.20 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0007 BRIDGE | |||||||
| 1680 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 48.00 | 48.000 | 212.400 | 212.400 | 45.00 | 9,558.00 | |||
| 1690 | FOUNDATION PREPARATION 26223 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1700 | CONCRETE-CLASS A | 08100 | CUYD | 777.90 | 777.900 | 762.480 | 762.480 | 360.00 | 274,492.80 | |||
| 1710 | STEEL REINFORCEMENT | 08150 | LB | 136,980.00 | 136,980.000 | 134,904.910 | 134,904.910 | 0.80 | 107,923.92 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0008 BRIDGE | |||||||
| 1720 | FOUNDATION PREPARATION 26224 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 1730 | CONCRETE-CLASS A | 08100 | CUYD | 34.10 | 34.100 | 34.100 | 34.100 | 360.00 | 12,276.00 | |||
| 1740 | STEEL REINFORCEMENT | 08150 | LB | 2,330.00 | 2,330.000 | 2,330.000 | 2,330.000 | 0.80 | 1,864.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0009 BRIDGE | |||||||
| 1750 | MASONRY COATING | 02998 | SQYD | 361.40 | 361.400 | 361.400 | 361.400 | 9.00 | 3,252.60 | |||
| 1760 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 128.60 | 128.600 | 128.600 | 128.600 | 50.00 | 6,430.00 | |||
| 1770 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 251.50 | 251.500 | 192.390 | 192.390 | 14.00 | 2,693.46 | |||
| 1780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 223.30 | 223.300 | 113.800 | 113.800 | 45.00 | 5,121.00 | |||
| 1790 | CONCRETE-CLASS A | 08100 | CUYD | 198.40 | 198.400 | 260.700 | 260.700 | 360.00 | 93,852.00 | |||
| 1800 | CONCRETE-CLASS AA | 08104 | CUYD | 98.10 | 98.100 | 98.100 | 98.100 | 575.00 | 56,407.50 | |||
| 1810 | STEEL REINFORCEMENT | 08150 | LB | 19,661.00 | 19,661.000 | 24,721.000 | 24,721.000 | 0.80 | 19,776.80 | |||
| 1820 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 27,387.00 | 27,387.000 | 27,387.000 | 27,387.000 | 0.87 | 23,826.69 | |||
| 1830 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 255.00 | 255.000 | 255.000 | 255.000 | 310.00 | 79,050.00 | |||
| 1840 | RAIL SYSTEM TYPE III | 21532ED | LF | 104.80 | 104.800 | 104.800 | 104.800 | 100.00 | 10,480.00 | |||
| 8009 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 0.00 | 17.000 | 17.000 | 17.000 | 10.50 | 178.50 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0010 BRIDGE | |||||||
| 1850 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 9.120 | 9.120 | 45.00 | 410.40 | |||
| 1860 | FOUNDATION PREPARATION 26226 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 1870 | CONCRETE-CLASS A | 08100 | CUYD | 75.60 | 75.600 | 75.600 | 75.600 | 360.00 | 27,216.00 | |||
| 1880 | STEEL REINFORCEMENT | 08150 | LB | 6,220.00 | 6,220.000 | 6,220.000 | 6,220.000 | 0.80 | 4,976.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0011 SIGNALIZATION | |||||||
| 1890 | CONDUIT-1 1/4 IN | 04793 | LF | 1,594.00 | 1,594.000 | 1,567.000 | 1,567.000 | 6.17 | 9,668.39 | |||
| 1900 | CONDUIT-2 IN | 04795 | LF | 308.00 | 308.000 | 265.000 | 265.000 | 8.52 | 2,257.80 | |||
| 1910 | JUNCTION BOX TYPE B | 04811 | EACH | 11.00 | 11.000 | 13.000 | 13.000 | 473.00 | 6,149.00 | |||
| 1920 | TRENCHING AND BACKFILLING | 04820 | LF | 1,809.00 | 1,809.000 | 1,566.000 | 1,566.000 | 3.20 | 5,011.20 | |||
| 1930 | LOOP WIRE | 04830 | LF | 3,487.00 | 3,487.000 | 4,596.000 | 4,596.000 | 0.33 | 1,516.68 | |||
| 1940 | CABLE-NO. 14/5C | 04844 | LF | 986.00 | 986.000 | 1,756.000 | 1,756.000 | 1.21 | 2,124.76 | |||
| 1950 | CABLE-NO. 14/1 PAIR | 04850 | LF | 6,570.00 | 6,570.000 | 6,911.000 | 6,911.000 | 1.28 | 8,846.08 | |||
| 1960 | STEEL STRAIN POLE | 04880 | EACH | 8.00 | 0.000 | 0.000 | 0.000 | 6,552.00 | 0.00 | |||
| 1970 | MESSENGER-10800 LB | 04885 | LF | 740.00 | 740.000 | 822.000 | 822.000 | 3.63 | 2,983.86 | |||
| 1980 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,468.00 | 1,468.000 | 1,847.000 | 1,847.000 | 7.00 | 12,929.00 | |||
| 1990 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,552.00 | 3,104.00 | |||
| 2000 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 19.00 | 19.000 | 14.000 | 14.000 | 152.50 | 2,135.00 | |||
| 2010 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 42.00 | 42.000 | 34.540 | 34.540 | 690.00 | 23,832.60 | |||
| 8003 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 1,441.25 | 11,530.00 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0012 TRAINEES | |||||||
| 2020 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR TRAINEE | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,031.000 | 1,031.000 | 1.21 | 1,247.51 | |||
| 2030 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 750.000 | 750.000 | 1.21 | 907.50 | |||
| Project | DE11501500923 | Fed/State Project Number | ARRA 150-1 (096) | Category | 0013 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8005 | STEEL REINFORCEMENT INVOICE PRICE NOT NEEDED | 08150 | LB | 0.00 | 3,890.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| SUBTOT | $48,895.11 |
$12,532,998.35 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1570-1-0I |
I BEAM, TYPE 3 | LF |
366.00 | 0001 | $176.720000 | $61,446.66 | ||||||
1710-1-0I |
STEEL REINUN 615GR60 | LB |
47,388.00 | 0002 | $0.328280 | $15,556.53 | ||||||
1710-1-2I |
STEEL REINUN 615GR60 | LB |
43,021.00 | 0003 | $0.328280 | $15,556.53 | ||||||
1710-1-1I |
STEEL REINUN 615GR60 | LB |
48,413.00 | 0003 | $0.328280 | $15,556.53 | ||||||
1540-1-0I |
STAY IN PL FORMS | CUYD |
153.00 | 0004 | $73.386000 | $11,228.06 | ||||||
1800-2-0I |
STAY IN PL FORMS | CUYD |
98.10 | 0004 | $14.238000 | $1,396.75 | ||||||
1800-1-0I |
STAY IN PL FORMS | CUYD |
98.10 | 0004 | $47.712000 | $4,680.54 | ||||||
1550-1-0I |
STEEL REINUN 615GR75 | LB |
41,192.00 | 0005 | $0.328280 | $13,512.09 | ||||||
1560-1-0I |
DOWEL BARS, EP 615 | LB |
144.00 | 0005 | $0.382700 | $55.10 | ||||||
1550-1-1I |
STEEL REINUN 615GR75 | LB |
14,215.00 | 0006 | $0.328280 | $4,666.50 | ||||||
1560-1-1I |
DOWEL BARS, EP 615 | LB |
42,291.00 | 0006 | $0.382190 | $16,162.99 | ||||||
1820-1-0I |
DOWEL BARS, EP 615 | LB |
84.00 | 0006 | $0.382190 | $32.10 | ||||||
1830-1-0I |
BOX BEAM, CB | FT |
255.00 | 0006 | $233.050000 | $59,427.75 | ||||||
1500-1-0I |
ARMORED EDGE | FT |
138.60 | 0007 | $24.168000 | $3,349.68 | ||||||
1570-2-0I |
EXP JT MAT, CORK | FT |
366.00 | 0007 | $6.108000 | $2,235.52 | ||||||
1760-1-0I |
ARMORED EDGE | FT |
128.60 | 0007 | $24.168000 | $3,108.00 | ||||||
1830-2-0I |
EXP JT MAT, CORK | FT |
255.00 | 0007 | $6.161000 | $1,570.99 | ||||||
1820-1-1I |
STEEL, REINEPCOATED | LB |
14,617.00 | 0015 | $0.382160 | $5,585.98 | ||||||
1840-1-0I |
STEEL REINCO 615GR60 | LB |
1,310.00 | 0015 | $0.382160 | $500.63 | ||||||
0740-1-0I |
FENCE, WOVEN | LF |
30,518.40 | 0018 | $1.999200 | $61,012.38 | ||||||
1810-1-0I |
STEEL REINUN 615GR40 | LB |
7,330.00 | 0020 | $0.328280 | $2,406.29 | ||||||
1820-1-3I |
DOWEL BARS, EP 615 | LB |
36.00 | 0020 | $0.382190 | $13.75 | ||||||
1820-1-2I |
STEEL, REINEPCOATED | LB |
12,645.00 | 0020 | $0.382160 | $4,832.37 | ||||||
1840-2-0I |
STEEL REINCO 615GR60 | LF |
52.40 | 0020 | $9.555000 | $500.68 | ||||||
0580-3-0I |
DOWEL BARS, EP 615 | SQYD |
33,400.00 | 0024 | $0.865010 | $28,891.33 | ||||||
0580-2-0I |
LOAD TRANS ASS EXP | SQYD |
360.00 | 0024 | $3.697700 | $1,331.17 | ||||||
0580-1-0I |
LOAD TRANS ASS CONT | SQYD |
47,580.00 | 0024 | $3.310840 | $157,529.74 | ||||||
0620-1-0I |
LOAD TRANS ASS EXP | SQYD |
80.00 | 0024 | $3.697700 | $295.81 | ||||||
1710-1-0A |
STEEL REINUN 615GR60 | LB |
47,388.00 | 0002 | $0.328280 | $-15,556.53 | ||||||
1710-1-1A |
STEEL REINUN 615GR60 | LB |
32,609.03 | 0003 | $0.328280 | $-10,478.25 | ||||||
1710-1-1A |
STEEL REINUN 615GR60 | LB |
10,066.63 | 0004 | $0.328280 | $-3,234.71 | ||||||
1550-1-0A |
STEEL REINUN 615GR75 | LB |
8,155.40 | 0005 | $0.328280 | $-2,675.19 | ||||||
1710-1-2A |
STEEL REINUN 615GR60 | LB |
7,194.07 | 0005 | $0.328280 | $-2,601.40 | ||||||
1710-1-1A |
STEEL REINUN 615GR60 | LB |
5,737.34 | 0005 | $0.328280 | $-1,843.58 | ||||||
1550-1-0A |
STEEL REINUN 615GR75 | LB |
11,967.94 | 0006 | $0.328280 | $-3,925.81 | ||||||
1560-1-0A |
DOWEL BARS, EP 615 | LB |
144.00 | 0006 | $0.382700 | $-55.10 | ||||||
1710-1-2A |
STEEL REINUN 615GR60 | LB |
7,293.88 | 0006 | $0.328280 | $-2,637.49 | ||||||
1550-1-0A |
STEEL REINUN 615GR75 | LB |
12,580.60 | 0007 | $0.328280 | $-4,126.78 | ||||||
1570-2-0A |
EXP JT MAT, CORK | FT |
366.00 | 0007 | $6.108000 | $-2,235.52 | ||||||
1570-1-0A |
I BEAM, TYPE 3 | LF |
366.00 | 0007 | $176.720000 | $-61,446.66 | ||||||
1710-1-2A |
STEEL REINUN 615GR60 | LB |
8,658.41 | 0007 | $0.328280 | $-3,130.91 | ||||||
1500-1-0A |
ARMORED EDGE | FT |
138.60 | 0010 | $24.168000 | $-3,349.68 | ||||||
1540-1-0A |
STAY IN PL FORMS | CUYD |
153.00 | 0010 | $73.386000 | $-11,228.06 | ||||||
1560-1-1A |
DOWEL BARS, EP 615 | LB |
42,291.00 | 0010 | $0.382190 | $-16,162.99 | ||||||
1830-1-0A |
BOX BEAM, CB | FT |
153.00 | 0014 | $233.050000 | $-35,656.65 | ||||||
1830-2-0A |
EXP JT MAT, CORK | FT |
153.00 | 0014 | $6.161000 | $-942.59 | ||||||
1760-1-0A |
ARMORED EDGE | FT |
59.20 | 0015 | $24.168000 | $-1,430.74 | ||||||
1800-2-0A |
STAY IN PL FORMS | CUYD |
58.86 | 0016 | $14.238000 | $-838.05 | ||||||
1800-1-0A |
STAY IN PL FORMS | CUYD |
58.86 | 0016 | $47.712000 | $-2,808.32 | ||||||
1820-1-1A |
STEEL, REINEPCOATED | LB |
14,617.00 | 0016 | $0.382160 | $-5,585.98 | ||||||
1820-1-0A |
DOWEL BARS, EP 615 | LB |
84.00 | 0016 | $0.382190 | $-32.10 | ||||||
1840-1-0A |
STEEL REINCO 615GR60 | LB |
52.40 | 0016 | $0.382160 | $-20.03 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
607.23 | 0025 | $0.865010 | $-525.26 | ||||||
0580-2-0A |
LOAD TRANS ASS EXP | SQYD |
360.00 | 0025 | $3.697700 | $-1,331.17 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
607.23 | 0025 | $3.310840 | $-2,010.44 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
836.17 | 0026 | $0.865010 | $-723.30 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
836.17 | 0026 | $3.310840 | $-2,768.45 | ||||||
1810-1-0A |
STEEL REINUN 615GR40 | LB |
5,738.30 | 0026 | $0.328280 | $-1,883.77 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
9,314.67 | 0027 | $0.865010 | $-8,057.28 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
9,314.67 | 0027 | $3.310840 | $-30,839.38 | ||||||
1810-1-0A |
STEEL REINUN 615GR40 | LB |
1,591.70 | 0027 | $0.328280 | $-522.52 | ||||||
1830-2-0A |
EXP JT MAT, CORK | FT |
102.00 | 0027 | $6.161000 | $-628.40 | ||||||
1830-1-0A |
BOX BEAM, CB | FT |
102.00 | 0027 | $233.050000 | $-23,771.10 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
9,338.49 | 0028 | $0.865010 | $-8,077.89 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
9,338.49 | 0028 | $3.310840 | $-30,918.26 | ||||||
1760-1-0A |
ARMORED EDGE | FT |
69.40 | 0028 | $24.168000 | $-1,677.26 | ||||||
1800-2-0A |
STAY IN PL FORMS | CUYD |
39.24 | 0028 | $14.238000 | $-558.70 | ||||||
1800-1-0A |
STAY IN PL FORMS | CUYD |
39.24 | 0028 | $47.712000 | $-1,872.22 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
10,739.64 | 0029 | $0.865010 | $-9,289.89 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
10,739.64 | 0029 | $3.310840 | $-35,557.22 | ||||||
0740-1-0A |
FENCE, WOVEN | LF |
12,975.60 | 0029 | $1.999200 | $-25,940.82 | ||||||
1820-1-2A |
STEEL, REINEPCOATED | LB |
11,026.87 | 0029 | $0.382160 | $-4,213.99 | ||||||
1840-2-0A |
STEEL REINCO 615GR60 | LF |
52.40 | 0029 | $9.555000 | $-500.68 | ||||||
1840-1-0A |
STEEL REINCO 615GR60 | LB |
52.40 | 0029 | $0.382160 | $-20.03 | ||||||
0580-3-0A |
DOWEL BARS, EP 615 | SQYD |
2,563.78 | 0030 | $0.865010 | $-2,217.70 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
13,960.00 | 0030 | $3.310840 | $-46,219.32 | ||||||
0740-1-0A |
FENCE, WOVEN | LF |
15,799.70 | 0030 | $1.999200 | $-31,586.76 | ||||||
0580-1-0A |
LOAD TRANS ASS CONT | SQYD |
2,783.78 | 0031 | $3.310840 | $-9,216.67 | ||||||
0620-1-0A |
LOAD TRANS ASS EXP | SQYD |
46.99 | 0031 | $3.697700 | $-173.75 | ||||||
0740-1-0A |
FENCE, WOVEN | LF |
1,026.85 | 0031 | $1.999200 | $-2,052.88 | ||||||
0740-1-0A |
FENCE, WOVEN | LF |
567.00 | 0033 | $1.999200 | $-1,133.55 | ||||||
0620-10C |
LOAD TRANS ASS EXP | SQYD |
0.00 | 0034 | $3.697625 | $-122.06 | ||||||
0740-10C |
FENCE, WOVEN | LF |
0.00 | 0034 | $1.999200 | $-298.37 | ||||||
1550-10C |
STEEL REINUN 615GR75 | LB |
0.00 | 0034 | $0.328027 | $-2,784.31 | ||||||
1550-11C |
STEEL REINUN 615GR75 | LB |
0.00 | 0034 | $0.328280 | $-4,666.50 | ||||||
1710-12C |
STEEL REINUN 615GR60 | LB |
0.00 | 0034 | $0.361603 | $-7,186.73 | ||||||
1820-12C |
STEEL, REINEPCOATED | LB |
0.00 | 0034 | $0.382157 | $-618.38 | ||||||
1820-13C |
DOWEL BARS, EP 615 | LB |
0.00 | 0034 | $0.381944 | $-13.75 | ||||||
1840-10C |
STEEL REINCO 615GR60 | LB |
0.00 | 0034 | $0.382160 | $-460.57 | ||||||
| SUBTOT | $0.00 |
|||||||||||