|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051206 | Estimate Number | 0076 | Estimate Type FINAL | |||
| District Office | PADUCAH (01340) Looper, Jason W. P.E. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 09/04/2009 TO 10/06/2010 | ||||||
| Date Approved | 11/15/2010 | ||||||
| Primary Proj Number | DE04200800506 | ||||||
| Project No. | FD04 042 0080 NEW-LOC | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | MURRAY-MAYFIELD ROAD(KY80) | ||||||
| Description | FROM THE INTERSECTION OF THE KY 21 TRUCK ROUTE EAST OF MAYFIELD, EASTERLY TO 0.012 NORTH OF KY 1124. | ||||||
| Date Let | 02/04/2005 | Formal Acceptance | 04/22/2009 | ||||
| Date Awarded | 02/16/2005 | Date Work Began | 03/23/2005 | ||||
| Date Contract Executed | 02/28/2005 | Open To Traffic | 11/27/2007 | ||||
| Date NTP Issued | 02/28/2005 | Actual Completion Date | 11/27/2007 | ||||
| Current Contract Amount | $16,592,079.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,178,281.03 |
Total Earnings | $16,589,266.66 |
$16,436,383.65 |
$152,883.01 |
|
| Percent Complete | 99.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $4,550.24 |
Gross Earnings | $16,589,266.66 |
$16,436,383.65 |
$152,883.01 |
|
| Total Change Orders | $1,413,798.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $16,587,529.56 |
$16,434,646.55 |
$152,883.01 |
|||
| Contract Id | 051206 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0076 | Project Number | FD04 042 0080 NEW-LOC | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 09/04/2009 TO 10/06/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Identification Signs | Approved | 07/13/2005 | $400.00 | 0.0 | |||||
| 002 | Shot Rock and Filter Fabric for Stabilization | Approved | 07/15/2005 | $496,150.00 | 30.0 | |||||
| 003 | Overrun on Type III Filter Fabric | Approved | 09/20/2005 | $61,800.00 | 4.0 | |||||
| 004 | Establish price for Type 3 Metal End Section - 1200mm | Approved | 03/15/2006 | $9,000.00 | 1.0 | |||||
| 005 | Fuel - Asphalt- Lot Pay and Time Extension | Approved | 03/22/2007 | $548,407.00 | 60.0 | |||||
| 006 | Rideability | Approved | 04/01/2008 | $0.00 | 0.0 | |||||
| 007 | Cement Stabilization & Hydromulch | Approved | 09/03/2009 | $163,168.39 | 0.0 | |||||
| 008 | Fuel Adjustment | Approved | 05/04/2010 | $5,000.00 | 0.0 | |||||
| 009 | Asphalt Adjustment and Piling | Approved | 07/14/2010 | $96,625.00 | 0.0 | |||||
| 010 | Piling Overrun | Approved | 09/20/2010 | $33,248.38 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0055 |
$-88,729.16 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0015 | 0.00 |
$0.00 |
$15.11 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0015 | 0.00 |
$0.00 |
$7,668.52 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL | 0015 | 0.00 |
$0.00 |
$495.39 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0016 | 0.00 |
$0.00 |
$10,327.80 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0018 | 0.00 |
$0.00 |
$9.56 |
||
| DE04200800506 | 0520 | GRANULAR EMBANKMENT | FUEL | 0018 | 0.00 |
$0.00 |
$5,527.02 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0018 | 0.00 |
$0.00 |
$14,934.03 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL | 0018 | 0.00 |
$0.00 |
$632.94 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL | 0018 | 0.00 |
$0.00 |
$1,674.10 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0020 | 0.00 |
$0.00 |
$11.81 |
||
| DE04200800506 | 0080 | ASPHALT CURING SEAL | FUEL OR ASPHALT PRICE ADJUSTMENT | 0020 | 0.00 |
$0.00 |
$182.49 |
||
| DE04200800506 | 0520 | GRANULAR EMBANKMENT | FUEL | 0020 | 0.00 |
$0.00 |
$4,577.68 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0020 | 0.00 |
$0.00 |
$4,414.43 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL | 0020 | 0.00 |
$0.00 |
$928.88 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0024 | 0.00 |
$0.00 |
$534.07 |
||
| DE04200800506 | 0520 | GRANULAR EMBANKMENT | FUEL | 0024 | 0.00 |
$0.00 |
$40.54 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0024 | 0.00 |
$0.00 |
$1,491.24 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL | 0024 | 0.00 |
$0.00 |
$8.23 |
||
| DE04200800506 | 0050 | CL2 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$203.92 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$5.28 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$87.81 |
||
| DE04200800506 | 0050 | CL2 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$985.47 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$181.66 |
||
| DE04200800506 | 9000 | STABILIZED AGGREGATE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0033 | 0.00 |
$0.00 |
$147.77 |
||
| DE04200800506 | 0050 | CL2 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$234.39 |
||
| DE04200800506 | 0050 | CL2 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$29,026.60 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0041 | 0.00 |
$0.00 |
$5.28 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0041 | 0.00 |
$0.00 |
$1,487.73 |
||
| DE04200800506 | 0010 | CRUSHED STONE BASE | FUEL | 0041 | 0.00 |
$0.00 |
$18.04 |
||
| DE04200800506 | 0530 | EMBANKMENT IN PLACE | FUEL | 0041 | 0.00 |
$0.00 |
$2,871.37 |
||
| DE04200800506 | 0740 | CEMENT | NON-SPEC MATERIAL DEDUCTION | 0051 | 0.00 |
$0.00 |
$-2,597.85 |
||
| DE04200800506 | 0740 | CEMENT | NON-SPEC MATERIAL DEDUCTION | 0052 | 0.00 |
$0.00 |
$860.75 |
||
| Contract Id | 051206 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE04200800506 | ||||||
| Estimate Nbr | 0076 | Period | 09/04/2009 TO 10/06/2010 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE04200800506 | Fed/State Project Number | FD04 042 0080 NEW-LOC | 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 STONE BASE | 00003M | MTON | 91,767.00 | 91,767.000 | 71,502.680 | 71,502.680 | 14.50 | 1,036,788.86 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008M | SQ M | 123,293.00 | 137,569.530 | 137,569.530 | 137,569.530 | 1.97 | 271,011.97 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 9.00 | 9.000 | 0.000 | 0.000 | 16.59 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 614.00 | 614.000 | 451.190 | 451.190 | 42.00 | 18,949.98 | |||
| 0050 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 45,879.00 | 59,797.000 | 64,197.950 | 64,197.950 | 40.00 | 2,567,918.00 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 75.20 | 75.200 | 72.920 | 72.920 | 385.00 | 28,074.20 | |||
| 0070 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 5,058.00 | 5,058.000 | 4,586.640 | 4,586.640 | 45.00 | 206,398.80 | |||
| 0080 | ASPHALT CURING SEAL | 00358M | MTON | 136.00 | 157.370 | 157.370 | 157.370 | 253.87 | 39,951.52 | |||
| 0090 | ENTRANCE PIPE-375 MM | 00440M | M | 120.90 | 120.900 | 127.000 | 127.000 | 48.84 | 6,202.68 | |||
| 0100 | ENTRANCE PIPE-450 MM | 00441M | M | 75.00 | 75.000 | 60.880 | 60.880 | 54.62 | 3,325.26 | |||
| 0110 | ENTRANCE PIPE-600 MM | 00443M | M | 65.90 | 65.900 | 51.800 | 51.800 | 64.90 | 3,361.82 | |||
| 0120 | ENTRANCE PIPE-750 MM | 00445M | M | 30.60 | 30.600 | 30.690 | 30.690 | 80.41 | 2,467.78 | |||
| 0130 | ENTRANCE PIPE-600 MM EQUIV | 00452M | M | 12.20 | 12.200 | 12.200 | 12.200 | 71.15 | 868.03 | |||
| 0140 | ENTRANCE PIPE-750 MM EQUIV | 00454M | M | 75.40 | 75.400 | 75.400 | 75.400 | 83.05 | 6,261.97 | |||
| 0150 | CULVERT PIPE-450 MM | 00462M | M | 841.60 | 841.600 | 848.640 | 848.640 | 97.46 | 82,708.45 | |||
| 0160 | CULVERT PIPE-600 MM | 00464M | M | 67.10 | 67.100 | 67.100 | 67.100 | 102.38 | 6,869.69 | |||
| 0170 | CULVERT PIPE-900 MM | 00468M | M | 220.40 | 220.400 | 199.490 | 199.490 | 173.70 | 34,651.41 | |||
| 0180 | CULVERT PIPE-1050 MM | 00469M | M | 74.10 | 74.100 | 74.100 | 74.100 | 199.23 | 14,762.94 | |||
| 0190 | CULVERT PIPE-1200 MM | 00470M | M | 125.40 | 125.400 | 167.100 | 167.100 | 226.24 | 37,804.70 | |||
| 0200 | CULVERT PIPE-600 MM EQUIV | 00492M | M | 13.40 | 13.400 | 13.400 | 13.400 | 126.21 | 1,691.21 | |||
| 0210 | CULVERT PIPE-750 MM EQUIV | 00494M | M | 26.60 | 26.600 | 26.600 | 26.600 | 128.89 | 3,428.47 | |||
| 0220 | CULVERT PIPE-900 MM EQUIV | 00496M | M | 8.80 | 8.800 | 0.000 | 0.000 | 181.17 | 0.00 | |||
| 0230 | CULVERT PIPE-1050 MM EQUIV | 00498M | M | 55.80 | 55.800 | 55.800 | 55.800 | 212.24 | 11,842.99 | |||
| 0240 | CULVERT PIPE-1500 MM EQUIV | 00501M | M | 28.70 | 28.700 | 28.700 | 28.700 | 352.33 | 10,111.87 | |||
| 0250 | STORM SEWER PIPE-450 MM | 00522M | M | 52.80 | 52.800 | 31.100 | 31.100 | 58.06 | 1,805.66 | |||
| 0260 | PERFORATED PIPE-100 MM | 01000M | M | 268.00 | 268.000 | 165.290 | 165.290 | 11.12 | 1,838.02 | |||
| 0270 | NON-PERFORATED PIPE-100 MM | 01010M | M | 65.00 | 65.000 | 25.290 | 25.290 | 9.19 | 232.41 | |||
| 0280 | REMOVE PIPE | 01310M | M | 37.00 | 37.000 | 37.000 | 37.000 | 13.54 | 500.98 | |||
| 0290 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 285.96 | 571.92 | |||
| 0300 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 313.82 | 941.46 | |||
| 0310 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 313.82 | 0.00 | |||
| 0320 | METAL END SECTION TY 1-375 MM | 01370M | EACH | 18.00 | 18.000 | 16.000 | 16.000 | 372.25 | 5,956.00 | |||
| 0330 | METAL END SECTION TY 1-450 MM | 01371M | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 577.47 | 4,619.76 | |||
| 0340 | METAL END SECTION TY 1-600 MM | 01373M | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 813.37 | 9,760.44 | |||
| 0350 | METAL END SECTION TY 1-750 MM | 01374M | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 1,270.92 | 25,418.40 | |||
| 0360 | METAL END SECTION TY 1-900 MM | 01375M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,850.12 | 3,700.24 | |||
| 0370 | METAL END SECTION TY 1-1050 MM | 01376M | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,177.10 | 12,708.40 | |||
| 0380 | METAL END SECTION TY 3-450 MM | 01391M | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 325.85 | 2,606.80 | |||
| 0390 | METAL END SECTION TY 3-600 MM | 01393M | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 579.98 | 2,319.92 | |||
| 0400 | METAL END SECTION TY 3-750 MM | 01394M | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,061.09 | 4,244.36 | |||
| 0410 | METAL END SECTION TY 3-900 MM | 01395M | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,771.08 | 7,084.32 | |||
| 0420 | METAL END SECTION TY 3-1050 MM | 01396M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,690.62 | 5,381.24 | |||
| 0430 | METAL END SECTION TY 3-1500 MM | 01399M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,381.78 | 10,763.56 | |||
| 0440 | METAL END SECTION TY 4-450 MM | 01411M | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 364.60 | 729.20 | |||
| 0450 | METAL END SECTION TY 4-900 MM | 01415M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,470.42 | 0.00 | |||
| 0460 | DROP BOX INLET TYPE 5D | 01511 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 2,025.36 | 66,836.88 | |||
| 0470 | JUNCTION BOX-450 MM | 01642M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 627.64 | 627.64 | |||
| 0480 | CORED HOLE DRAINAGE BOX CON-100 MM | 01740M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 211.05 | 0.00 | |||
| 0490 | ISLAND INTEGRAL CURB | 01845M | M | 121.92 | 121.920 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0500 | BARRICADE-TYPE III | 02014 | EACH | 38.00 | 38.000 | 32.000 | 32.000 | 200.00 | 6,400.00 | |||
| 0510 | REMOVE PAVEMENT | 02091M | SQ M | 4,288.00 | 4,288.000 | 3,373.000 | 3,373.000 | 2.82 | 9,511.86 | |||
| 0520 | GRANULAR EMBANKMENT | 02223M | CU M | 18,649.00 | 18,649.000 | 21,844.000 | 21,844.000 | 28.10 | 613,816.40 | |||
| 0530 | EMBANKMENT IN PLACE | 02230M | CU M | 605,342.00 | 605,342.000 | 596,664.000 | 596,664.000 | 4.22 | 2,517,922.08 | |||
| 0540 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 11,860.00 | 11,860.000 | 11,690.670 | 11,690.670 | 12.40 | 144,964.30 | |||
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,440.20 | 1,440.200 | 2,014.582 | 2,014.582 | 49.20 | 99,117.43 | |||
| 0560 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | M | 114.30 | 114.300 | 99.050 | 99.050 | 78.05 | 7,730.85 | |||
| 0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 41.25 | 577.50 | |||
| 0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 18.00 | 18.000 | 15.000 | 15.000 | 1,972.50 | 29,587.50 | |||
| 0590 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,350.00 | 10,700.00 | |||
| 0600 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 560.00 | 2,240.00 | |||
| 0610 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 825.00 | 825.00 | |||
| 0620 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 0630 | REMOVE GUARDRAIL | 02381M | M | 144.78 | 144.780 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0640 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 270.00 | 810.00 | |||
| 0650 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,905.00 | 20,955.00 | |||
| 0660 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0670 | SEPTIC TANK TREATMENT | 02404 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 593.75 | 0.00 | |||
| 0680 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 70.00 | 1,890.00 | |||
| 0690 | R/W MARKER RURAL TYPE 2 | 02435 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 70.00 | 490.00 | |||
| 0700 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 41.00 | 41.000 | 40.000 | 40.000 | 60.00 | 2,400.00 | |||
| 0710 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 60.00 | 300.00 | |||
| 0720 | CHANNEL LINING CLASS II | 02483M | MTON | 4,056.00 | 4,056.000 | 6,540.380 | 6,540.380 | 16.10 | 105,300.11 | |||
| 0730 | CHANNEL LINING CLASS III | 02484M | MTON | 6,096.00 | 6,096.000 | 3,933.840 | 3,933.840 | 16.11 | 63,374.16 | |||
| 0740 | CEMENT | 02542M | MTON | 2,648.00 | 3,025.460 | 3,025.460 | 3,025.460 | 112.00 | 338,851.52 | |||
| 0750 | CLEARING AND GRUBBING 49 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0760 | SIGNS | 02562M | SQ M | 399.04 | 399.040 | 297.380 | 297.380 | 134.27 | 39,929.21 | |||
| 0770 | EDGE KEY MODIFIED | 02585M | M | 57.32 | 57.320 | 85.070 | 85.070 | 90.00 | 7,656.30 | |||
| 0780 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 13,816.00 | 13,816.000 | 5,933.760 | 5,933.760 | 1.38 | 8,188.58 | |||
| 0790 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 9,260.00 | 69,260.000 | 76,207.020 | 76,207.020 | 1.03 | 78,493.23 | |||
| 0800 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 17,015.00 | 17,015.000 | 18,401.030 | 18,401.030 | 1.34 | 24,657.38 | |||
| 0810 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0820 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0830 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0840 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0850 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,250.00 | 26,500.00 | |||
| 0860 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0870 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 152.00 | 152.000 | 29.050 | 29.050 | 28.00 | 813.40 | |||
| 0880 | TEMPORARY SILT FENCE | 02701M | M | 2,103.00 | 2,103.000 | 871.100 | 871.100 | 5.20 | 4,529.72 | |||
| 0890 | SAND FOR BLOTTER | 02702M | MTON | 333.00 | 333.000 | 79.910 | 79.910 | 15.00 | 1,198.65 | |||
| 0900 | SILT TRAP TYPE B | 02704 | EACH | 39.00 | 39.000 | 7.000 | 7.000 | 188.96 | 1,322.72 | |||
| 0910 | SILT CHECK TYPE II | 02705 | EACH | 211.00 | 211.000 | 79.000 | 79.000 | 80.12 | 6,329.48 | |||
| 0920 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 78.00 | 78.000 | 2.000 | 2.000 | 27.64 | 55.28 | |||
| 0930 | CLEAN SILT CHECK TYPE II | 02708 | EACH | 422.00 | 422.000 | 58.000 | 58.000 | 27.64 | 1,603.12 | |||
| 0940 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 4,206.00 | 4,206.000 | 0.000 | 0.000 | 1.21 | 0.00 | |||
| 0950 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0960 | REMOVE STRUCTURE 1500MM X1500MM RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0970 | REMOVE STRUCTURE 3000MM X 1800MM RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0980 | REMOVE STRUCTURE 40M X 9M BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0990 | REMOVE STRUCTURE 61M X 9M BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 1000 | REMOVE STRUCTURE 74M X 10M BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1010 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 486.43 | 0.00 | |||
| 1020 | CRASH CUSHION TYPE VI D | 02888 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 13,200.00 | 39,600.00 | |||
| 1030 | CRASH CUSHION REPL ELEMENTS | 02892 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,915.00 | 0.00 | |||
| 1040 | EROSION CONTROL BLANKET | 05950M | SQ M | 69,877.00 | 118,416.600 | 118,416.600 | 118,416.600 | 1.25 | 148,020.75 | |||
| 1050 | TEMPORARY MULCH | 05952M | SQ M | 32,370.00 | 32,370.000 | 87,310.000 | 87,310.000 | 0.12 | 10,477.20 | |||
| 1060 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 32,370.00 | 32,370.000 | 40,814.600 | 40,814.600 | 0.15 | 6,122.19 | |||
| 1070 | TOPDRESSING FERTILIZER | 05966M | MTON | 18.10 | 18.100 | 1.810 | 1.810 | 385.00 | 696.85 | |||
| 1080 | SEEDING AND PROTECTION | 05985M | SQ M | 323,707.00 | 323,707.000 | 186,515.500 | 186,515.500 | 0.28 | 52,224.34 | |||
| 1090 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 2,736.00 | 2,736.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1100 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 28,876.00 | 28,876.000 | 31,353.360 | 31,353.360 | 0.60 | 18,812.01 | |||
| 1110 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 29,527.00 | 29,527.000 | 29,762.000 | 29,762.000 | 0.69 | 20,535.78 | |||
| 1120 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 785.00 | 785.000 | 467.000 | 467.000 | 4.10 | 1,914.70 | |||
| 1130 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 1,056.00 | 1,056.000 | 769.000 | 769.000 | 4.10 | 3,152.90 | |||
| 1140 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 103.00 | 103.000 | 90.000 | 90.000 | 27.00 | 2,430.00 | |||
| 1150 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | SQ M | 253.00 | 253.000 | 4.500 | 4.500 | 35.00 | 157.50 | |||
| 1160 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 1170 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 19.000 | 19.000 | 125.00 | 2,375.00 | |||
| 1180 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 1190 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 132.00 | 132.000 | 185.000 | 185.000 | 3.00 | 555.00 | |||
| 1200 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 139.00 | 139.000 | 121.000 | 121.000 | 20.00 | 2,420.00 | |||
| 1210 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 37.00 | 37.000 | 50.000 | 50.000 | 22.00 | 1,100.00 | |||
| 1220 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 397.00 | 397.000 | 460.000 | 460.000 | 22.71 | 10,446.60 | |||
| 1230 | CONCRETE-CLASS A | 08100M | CU M | 25.51 | 25.510 | 22.670 | 22.670 | 913.77 | 20,715.16 | |||
| 1240 | STEEL REINFORCEMENT | 08150M | KG | 597.00 | 597.000 | 582.600 | 582.600 | 2.35 | 1,369.11 | |||
| 1250 | SILKY DOGWOOD | 20237MS724 | EACH | 153.00 | 153.000 | 153.000 | 153.000 | 18.00 | 2,754.00 | |||
| 1260 | SPICEBUSH | 20238MS724 | EACH | 153.00 | 153.000 | 153.000 | 153.000 | 18.00 | 2,754.00 | |||
| 1270 | BUTTONBUSH | 20239MS724 | EACH | 153.00 | 153.000 | 153.000 | 153.000 | 18.00 | 2,754.00 | |||
| 1280 | SILVER MAPLE | 20441MS724 | EACH | 622.00 | 622.000 | 622.000 | 622.000 | 18.00 | 11,196.00 | |||
| 1290 | SILT TRAP TYPE C | 20496NS843 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1300 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1310 | PIN OAK | 20511NS724 | EACH | 622.00 | 622.000 | 622.000 | 622.000 | 18.00 | 11,196.00 | |||
| 1320 | TEMP RELOCATION OF SIGNAL HEAD | 20530MS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1330 | REMOVE ASBESTOS PIPE-150MM | 20531MS | M | 1,560.00 | 1,560.000 | 0.000 | 0.000 | 19.07 | 0.00 | |||
| 1340 | AUTOMATIC DRAINAGE GATES | 20532ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,349.07 | 13,047.21 | |||
| 1350 | TEMPORARY SHORING | 20533MD | SQ M | 50.00 | 50.000 | 0.000 | 0.000 | 323.00 | 0.00 | |||
| 1360 | MITIGATION SEEDING | 20534MD | SQ M | 18,465.00 | 18,465.000 | 16,030.000 | 16,030.000 | 0.40 | 6,412.00 | |||
| 1370 | BALD CYPRESS | 20535MS724 | EACH | 622.00 | 622.000 | 622.000 | 622.000 | 18.00 | 11,196.00 | |||
| 1380 | WILLOW OAK | 20536NS724 | EACH | 622.00 | 622.000 | 622.000 | 622.000 | 18.00 | 11,196.00 | |||
| 1390 | RIVER BIRCH | 20537NS724 | EACH | 622.00 | 622.000 | 622.000 | 622.000 | 18.00 | 11,196.00 | |||
| 1400 | WINTERBERRY | 20538NS724 | EACH | 153.00 | 153.000 | 153.000 | 153.000 | 18.00 | 2,754.00 | |||
| 1410 | CL2 ASPH SURF 9.5B PG76-22 | 20561MS400 | MTON | 6,408.00 | 6,408.000 | 8,744.370 | 8,744.370 | 49.59 | 433,633.30 | |||
| 1420 | CL2 ASPH BASE 19.0D PG76-22 | 20562MS400 | MTON | 13,918.00 | 0.000 | 0.000 | 0.000 | 44.50 | 0.00 | |||
| 1430 | LEVELING AND WEDGING PG76-22 | 20563MS403 | MTON | 2,239.00 | 2,239.000 | 0.000 | 0.000 | 49.59 | 0.00 | |||
| 8000 | INSTALL PROJECT IDENTIFICATION SIGNS Establish pay item for the installation of the project ID | 20588NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 8001 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 16,653.680 | 16,653.680 | 1.00 | 16,653.68 | |||
| 8002 | SEEDING AND PROTECTION Hydromulch with Hydra CX-2 | 05985M | SQ M | 0.00 | 18,392.000 | 18,392.000 | 18,392.000 | 1.45 | 26,668.40 | |||
| 8010 | METAL END SECTION TY 3-1200 MM NEW | 01397M | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 8020 | ASPHALT ADJUSTMENT Estimated total adjustment for entire job | 10030NS | DOLL | 0.00 | 524,000.000 | 18,506.600 | 508,502.480 | 527,009.080 | 1.00 | 18,506.60 | 527,009.08 | |
| 8030 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 35,000.000 | 53,227.640 | 275,548.080 | 328,775.720 | 1.00 | 53,227.64 | 328,775.72 | |
| 8040 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 81,038.000 | -0.501 | 57,186.871 | 57,186.370 | 1.00 | -0.50 | 57,186.37 | |
| 9000 | STABILIZED AGGREGATE BASE | 00007M | MTON | 0.00 | 33,700.000 | 33,697.980 | 33,697.980 | 13.50 | 454,922.73 | |||
| 9010 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 0.00 | 40,000.000 | 35,815.500 | 35,815.500 | 1.03 | 36,889.96 | |||
| Project | DE04200800506 | Fed/State Project Number | FD04 042 0080 NEW-LOC | Category | 0002 BRIDGE | |||||||
| 1440 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 548.80 | 548.800 | 499.800 | 499.800 | 35.00 | 17,493.00 | |||
| 1450 | MASONRY COATING | 02998M | SQ M | 4,604.20 | 4,604.200 | 4,604.200 | 4,604.200 | 8.00 | 36,833.60 | |||
| 1460 | ARMORED EDGE FOR CONCRETE | 03299M | M | 163.20 | 163.200 | 163.200 | 163.200 | 169.00 | 27,580.80 | |||
| 1470 | FOUNDATION PREPARATION STA. 20+761.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 1480 | FOUNDATION PREPARATION STA. 19+982.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 1490 | FOUNDATION PREPARATION STA. 16+825.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,500.00 | 21,500.00 | |||
| 1500 | FOUNDATION PREPARATION STA. 17+093.67 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 1510 | FOUNDATION PREPARATION STA. 16+597.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1520 | TEST PILES | 08033M | M | 416.90 | 440.257 | 23.357 | 517.200 | 540.557 | 125.00 | 2,919.62 | 67,569.62 | |
| 1530 | PILES-STEEL HP360X132 | 08051M | M | 4,749.50 | 5,573.130 | 211.660 | 5,706.314 | 5,917.974 | 125.00 | 26,457.50 | 739,746.75 | |
| 1540 | PILE POINTS-360 MM | 08095M | EACH | 276.00 | 276.000 | 13.000 | 263.000 | 276.000 | 85.00 | 1,105.00 | 23,460.00 | |
| 1550 | CONCRETE-CLASS A | 08100M | CU M | 1,447.30 | 1,447.300 | -6.560 | 1,453.860 | 1,447.300 | 423.40 | -2,777.50 | 612,786.82 | |
| 1560 | CONCRETE-CLASS AA | 08104M | CU M | 1,638.30 | 1,638.300 | 1,638.300 | 1,638.300 | 520.00 | 851,916.00 | |||
| 1570 | STEEL REINFORCEMENT | 08150M | KG | 67,536.00 | 67,536.000 | 67,536.000 | 67,536.000 | 1.56 | 105,356.16 | |||
| 1580 | STEEL REINF-EPOXY COATED | 08151M | KG | 357,758.00 | 357,758.000 | -0.008 | 357,758.008 | 357,758.000 | 1.86 | -0.01 | 665,429.88 | |
| 1590 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1600 | APPROACH SLAB | 08500M | SQ M | 1,181.60 | 1,181.600 | 1,181.600 | 1,181.600 | 135.00 | 159,516.00 | |||
| 1610 | PRECAST PC I BEAM TYPE 3 | 08633M | M | 730.00 | 730.000 | 730.000 | 730.000 | 366.00 | 267,180.00 | |||
| 1620 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 573.80 | 573.800 | 573.800 | 573.800 | 479.00 | 274,850.20 | |||
| 1630 | PRECAST PC I BEAM TYPE 5 | 08636M | M | 788.00 | 788.000 | 788.000 | 788.000 | 451.00 | 355,388.00 | |||
| 1640 | BIKE RAILING | 20548ND | M | 420.20 | 420.200 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| Project | DE04200800506 | Fed/State Project Number | FD04 042 0080 NEW-LOC | Category | 0003 DEMOBILIZATION | |||||||
| 1650 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 712,595.35 | 712,595.35 | |||
| 1660 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 213,778.60 | 53,444.65 | 213,778.60 | |
| SUBTOT | $152,882.99 |
$16,589,266.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0540-1-0I |
FENCE-WOVEN WIRE TYPE 1 | M |
11,860.00 | 0005 | $5.940000 | $52,836.30 | ||||||
1610-1-0I |
PRECAST PC I BEAM TYPE 3 | M |
365.00 | 0005 | $217.950000 | $59,663.81 | ||||||
0540-1-1I |
underpaid first entry | M |
1.00 | 0007 | $14098.680000 | $14,098.68 | ||||||
1610-1-1I |
underpaid on first entry | M |
1.00 | 0007 | $15910.350000 | $15,910.35 | ||||||
1630-1-0I |
PRECAST PC I BEAM TYPE 5 | M |
394.00 | 0007 | $297.710000 | $111,432.85 | ||||||
0170-1-0I |
CULVERT PIPE-900 MM | M |
142.97 | 0009 | $87.345000 | $11,863.65 | ||||||
0090-1-0I |
ENTRANCE PIPE-375 MM | M |
46.90 | 0020 | $21.310000 | $949.47 | ||||||
0100-1-0I |
ENTRANCE PIPE-450 MM | M |
54.50 | 0020 | $25.860000 | $1,338.90 | ||||||
0110-1-0I |
ENTRANCE PIPE-600 MM | M |
50.30 | 0020 | $34.710000 | $1,658.62 | ||||||
0120-2-0I |
ENTRANCE PIPE-750 MM | M |
75.40 | 0020 | $47.260000 | $3,385.23 | ||||||
0120-1-0I |
ENTRANCE PIPE-750 MM | M |
11.80 | 0020 | $45.210000 | $506.80 | ||||||
0150-1-0I |
CULVERT PIPE-450 MM | M |
146.67 | 0020 | $36.080000 | $5,027.26 | ||||||
0160-1-0I |
CULVERT PIPE-600 MM | M |
22.60 | 0020 | $61.250000 | $1,315.04 | ||||||
0170-2-0I |
CULVERT PIPE-900 MM | M |
77.43 | 0020 | $87.600000 | $6,443.73 | ||||||
0190-2-0I |
CULVERT PIPE-1200 MM | M |
40.41 | 0020 | $120.600000 | $4,629.77 | ||||||
0190-1-0I |
CULVERT PIPE-1200 MM | M |
125.40 | 0020 | $120.600000 | $14,367.08 | ||||||
0210-1-0I |
CULVERT PIPE-750 MM EQUIV | M |
26.60 | 0020 | $71.310000 | $1,802.00 | ||||||
1620-1-0I |
PRECAST PC I BEAM TYPE 4 | M |
286.90 | 0026 | $351.590000 | $95,827.60 | ||||||
1610-2-0I |
pci beam ty.3 | M |
365.00 | 0029 | $240.450000 | $83,376.04 | ||||||
1250-1-0I |
SILKY DOGWOOD | EACH |
153.00 | 0039 | $9.000000 | $1,308.15 | ||||||
1260-1-0I |
SPICEBUSH | EACH |
153.00 | 0039 | $9.000000 | $1,308.15 | ||||||
1270-1-0I |
BUTTONBUSH | EACH |
153.00 | 0039 | $9.000000 | $1,308.15 | ||||||
1280-1-0I |
SILVER MAPLE | EACH |
622.00 | 0039 | $9.000000 | $5,318.15 | ||||||
1310-1-0I |
PIN OAK | EACH |
622.00 | 0039 | $9.000000 | $5,318.10 | ||||||
1370-1-0I |
BALD CYPRESS | EACH |
622.00 | 0039 | $9.000000 | $5,318.10 | ||||||
1380-1-0I |
WILLOW OAK | EACH |
622.00 | 0039 | $9.000000 | $5,318.10 | ||||||
1390-1-0I |
RIVER BIRCH | EACH |
622.00 | 0039 | $9.000000 | $5,318.10 | ||||||
1400-1-0I |
WINTERBERRY | EACH |
153.00 | 0039 | $9.000000 | $1,308.15 | ||||||
1630-2-0I |
TYPE 5 BEAMS | M |
203.50 | 0047 | $315.570000 | $61,006.80 | ||||||
1610-1-0A |
PRECAST PC I BEAM TYPE 3 | M |
121.67 | 0010 | $217.950000 | $-19,888.48 | ||||||
1610-1-0A |
PRECAST PC I BEAM TYPE 3 | M |
243.33 | 0013 | $217.950000 | $-39,775.33 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
1,005.84 | 0014 | $5.940000 | $-4,481.02 | ||||||
0170-1-0A |
CULVERT PIPE-900 MM | M |
41.45 | 0015 | $87.345000 | $-3,439.52 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
2,917.17 | 0015 | $5.940000 | $-12,995.99 | ||||||
0170-1-0A |
CULVERT PIPE-900 MM | M |
45.42 | 0017 | $87.345000 | $-3,768.95 | ||||||
0150-1-0A |
CULVERT PIPE-450 MM | M |
30.48 | 0031 | $36.080000 | $-1,044.73 | ||||||
0150-1-0A |
CULVERT PIPE-450 MM | M |
116.19 | 0032 | $36.080000 | $-3,982.53 | ||||||
1630-1-0A |
PRECAST PC I BEAM TYPE 5 | M |
381.00 | 0032 | $297.710000 | $-107,756.13 | ||||||
1610-2-0A |
pci beam ty.3 | M |
121.67 | 0033 | $240.450000 | $-27,792.77 | ||||||
1610-1-1A |
underpaid on first entry | M |
1.00 | 0033 | $15910.350000 | $-15,910.35 | ||||||
1630-1-0A |
PRECAST PC I BEAM TYPE 5 | M |
13.00 | 0033 | $297.710000 | $-3,676.72 | ||||||
0090-1-0A |
ENTRANCE PIPE-375 MM | M |
9.00 | 0035 | $21.310000 | $-182.20 | ||||||
1610-2-0A |
pci beam ty.3 | M |
121.70 | 0036 | $240.450000 | $-27,799.63 | ||||||
0090-1-0A |
ENTRANCE PIPE-375 MM | M |
13.00 | 0037 | $21.310000 | $-263.18 | ||||||
0100-1-0A |
ENTRANCE PIPE-450 MM | M |
14.80 | 0037 | $25.860000 | $-363.59 | ||||||
0190-2-0A |
CULVERT PIPE-1200 MM | M |
40.41 | 0037 | $120.600000 | $-4,629.77 | ||||||
0190-1-0A |
CULVERT PIPE-1200 MM | M |
41.70 | 0037 | $120.600000 | $-4,777.57 | ||||||
1620-1-0A |
PRECAST PC I BEAM TYPE 4 | M |
121.63 | 0037 | $351.590000 | $-40,625.69 | ||||||
0090-1-0A |
ENTRANCE PIPE-375 MM | M |
7.90 | 0038 | $21.310000 | $-159.93 | ||||||
1610-2-0A |
pci beam ty.3 | M |
121.63 | 0038 | $240.450000 | $-27,783.64 | ||||||
1620-1-0A |
PRECAST PC I BEAM TYPE 4 | M |
165.27 | 0038 | $351.590000 | $-55,201.91 | ||||||
0110-1-0A |
ENTRANCE PIPE-600 MM | M |
12.40 | 0039 | $34.710000 | $-408.88 | ||||||
0170-2-0A |
CULVERT PIPE-900 MM | M |
70.40 | 0039 | $87.600000 | $-5,858.69 | ||||||
0170-1-0A |
CULVERT PIPE-900 MM | M |
56.10 | 0039 | $87.345000 | $-4,655.18 | ||||||
0210-1-0A |
CULVERT PIPE-750 MM EQUIV | M |
26.60 | 0039 | $71.310000 | $-1,802.00 | ||||||
0170-2-0A |
CULVERT PIPE-900 MM | M |
7.03 | 0040 | $87.600000 | $-585.04 | ||||||
0160-1-0A |
CULVERT PIPE-600 MM | M |
22.60 | 0041 | $61.250000 | $-1,315.04 | ||||||
0110-1-0A |
ENTRANCE PIPE-600 MM | M |
14.30 | 0042 | $34.710000 | $-471.54 | ||||||
1370-1-0A |
BALD CYPRESS | EACH |
312.00 | 0042 | $9.000000 | $-2,667.60 | ||||||
1390-1-0A |
RIVER BIRCH | EACH |
312.00 | 0042 | $9.000000 | $-2,667.60 | ||||||
1260-1-0A |
SPICEBUSH | EACH |
70.00 | 0043 | $9.000000 | $-598.50 | ||||||
1270-1-0A |
BUTTONBUSH | EACH |
70.00 | 0043 | $9.000000 | $-598.50 | ||||||
1280-1-0A |
SILVER MAPLE | EACH |
260.00 | 0043 | $9.000000 | $-2,223.02 | ||||||
1310-1-0A |
PIN OAK | EACH |
312.00 | 0043 | $9.000000 | $-2,667.60 | ||||||
1380-1-0A |
WILLOW OAK | EACH |
260.00 | 0043 | $9.000000 | $-2,223.00 | ||||||
0090-1-0A |
ENTRANCE PIPE-375 MM | M |
17.00 | 0044 | $21.310000 | $-344.16 | ||||||
1250-1-0A |
SILKY DOGWOOD | EACH |
70.00 | 0044 | $9.000000 | $-598.50 | ||||||
1400-1-0A |
WINTERBERRY | EACH |
70.00 | 0044 | $9.000000 | $-598.50 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
905.26 | 0046 | $5.940000 | $-4,032.93 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
2,917.33 | 0047 | $5.940000 | $-12,996.71 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
402.39 | 0048 | $5.940000 | $-1,792.65 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
704.18 | 0049 | $5.940000 | $-3,137.12 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
1,307.77 | 0050 | $5.940000 | $-5,826.12 | ||||||
1630-2-0A |
TYPE 5 BEAMS | M |
203.50 | 0051 | $315.570000 | $-61,006.80 | ||||||
0190-1-0A |
CULVERT PIPE-1200 MM | M |
83.70 | 0055 | $120.600000 | $-9,589.51 | ||||||
0100-1-0A |
ENTRANCE PIPE-450 MM | M |
4.88 | 0057 | $25.860000 | $-119.89 | ||||||
0120-2-0A |
ENTRANCE PIPE-750 MM | M |
11.89 | 0057 | $47.260000 | $-533.82 | ||||||
0120-1-0A |
ENTRANCE PIPE-750 MM | M |
11.80 | 0057 | $45.210000 | $-506.80 | ||||||
0110-1-0A |
ENTRANCE PIPE-600 MM | M |
9.50 | 0060 | $34.710000 | $-313.26 | ||||||
0100-1-0A |
ENTRANCE PIPE-450 MM | M |
20.70 | 0062 | $25.860000 | $-508.54 | ||||||
1250-1-0A |
SILKY DOGWOOD | EACH |
83.00 | 0065 | $9.000000 | $-709.65 | ||||||
1260-1-0A |
SPICEBUSH | EACH |
83.00 | 0065 | $9.000000 | $-709.65 | ||||||
1270-1-0A |
BUTTONBUSH | EACH |
83.00 | 0065 | $9.000000 | $-709.65 | ||||||
1280-1-0A |
SILVER MAPLE | EACH |
362.00 | 0065 | $9.000000 | $-3,095.13 | ||||||
1310-1-0A |
PIN OAK | EACH |
310.00 | 0065 | $9.000000 | $-2,650.50 | ||||||
1370-1-0A |
BALD CYPRESS | EACH |
310.00 | 0065 | $9.000000 | $-2,650.50 | ||||||
1380-1-0A |
WILLOW OAK | EACH |
362.00 | 0065 | $9.000000 | $-3,095.10 | ||||||
1390-1-0A |
RIVER BIRCH | EACH |
310.00 | 0065 | $9.000000 | $-2,650.50 | ||||||
1400-1-0A |
WINTERBERRY | EACH |
83.00 | 0065 | $9.000000 | $-709.65 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
1,006.09 | 0067 | $5.940000 | $-4,482.13 | ||||||
0540-1-0A |
FENCE-WOVEN WIRE TYPE 1 | M |
150.91 | 0068 | $5.940000 | $-672.30 | ||||||
0100-10C |
ENTRANCE PIPE-450 MM | M |
0.00 | 0074 | $24.566972 | $-346.88 | ||||||
0110-10C |
ENTRANCE PIPE-600 MM | M |
0.00 | 0074 | $32.974553 | $-464.94 | ||||||
0120-20C |
ENTRANCE PIPE-750 MM | M |
0.00 | 0074 | $44.896950 | $-2,851.41 | ||||||
0540-10C |
FENCE-WOVEN WIRE TYPE 1 | M |
0.00 | 0074 | $4.455000 | $-2,419.33 | ||||||
0540-11C |
underpaid first entry | M |
0.00 | 0074 | $14098.680000 | $-14,098.68 | ||||||
| SUBTOT | $0.00 |
|||||||||||