|
Report_Id: 091045 Est NO 0093 |
Date:11/09/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091045 | Estimate Number | 0093 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Seiter, Brandon A. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 03/28/2015 TO 09/11/2015 | ||||||
| Date Approved | 09/22/2015 | ||||||
| Primary Proj Number | DE019002709W1 | ||||||
| Project No. | ARRA 0272(109) | ||||||
| Primary County | CAMPBELL | ||||||
| Name of Road | PARIS-COVINGTON ROAD (US 27) | ||||||
| Description | RECONSTRUCT US 27 FROM KY 154 TO CAMPBELL COUNTY PARK | ||||||
| Date Let | 06/26/2009 | Formal Acceptance | |||||
| Date Awarded | 06/30/2009 | Date Work Began | 08/25/2009 | ||||
| Date Contract Executed | 08/10/2009 | Open To Traffic | |||||
| Date NTP Issued | 08/10/2009 | Actual Completion Date | 10/18/2012 | ||||
| Current Contract Amount | $26,267,016.52 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $26,535,662.64 |
Total Earnings | $26,086,624.98 |
$26,009,930.03 |
$76,694.95 |
|
| Percent Complete | 99.31 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $180,391.54 |
Gross Earnings | $26,086,624.98 |
$26,009,930.03 |
$76,694.95 |
|
| Total Change Orders | $-268,646.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $26,086,624.98 |
$26,009,930.03 |
$76,694.95 |
|||
| Contract Id | 091045 | Change Order Summary |
County | CAMPBELL | ||||||
| Estimate Nbr | 0093 | Project Number | ARRA 0272(109) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 03/28/2015 TO 09/11/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt Life Cycle Cost Deletion | Approved | 05/04/2010 | $-646,739.00 | 0.0 | |||||
| 002 | Water Line Items, Traffic Bound Base & Mass Concrete | Approved | 01/24/2011 | $78,092.88 | 1.0 | |||||
| 003 | Fuel and Asphalt Adjustments | Approved | 11/23/2010 | $300,000.00 | 0.0 | |||||
| 004 | Contract Omission | Approved | 09/09/2011 | $0.00 | 0.0 | |||||
| 005 | Lot Pay Adjustment Override | Approved | 09/16/2015 | $0.00 | 0.0 | |||||
| 006 | Non Spec Material-Pipe Inspection Deduction Override | Approved | 09/16/2015 | $0.00 | 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 |
||
| Contract Id | 091045 | COMMONWEALTH OF KENTUCKY |
County | CAMPBELL | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE019002709W1 | ||||||
| Estimate Nbr | 0093 | Period | 03/28/2015 TO 09/11/2015 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0001 WATERLINE | |||||||
| 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 | STEEL ENCASEMENT PIPE-12 IN BORED | 01069 | LF | 82.00 | 82.000 | 114.800 | 114.800 | 230.00 | 26,404.00 | |||
| 0020 | STEEL ENCASEMENT PIPE-12 IN OPEN CUT | 01069 | LF | 182.00 | 182.000 | 99.400 | 99.400 | 89.00 | 8,846.60 | |||
| 0030 | STEEL ENCASEMENT PIPE-16 IN BORED | 01073 | LF | 391.00 | 391.000 | 351.000 | 351.000 | 242.00 | 84,942.00 | |||
| 0040 | STEEL ENCASEMENT PIPE-16 IN OPEN CUT | 01073 | LF | 527.40 | 527.400 | 557.200 | 557.200 | 107.00 | 59,620.40 | |||
| 0050 | STEEL ENCASEMENT PIPE-20 IN BORED | 01076 | LF | 41.00 | 41.000 | 92.500 | 92.500 | 325.00 | 30,062.50 | |||
| 0060 | STEEL ENCASEMENT PIPE-20 IN OPEN CUT | 01076 | LF | 262.40 | 262.400 | 613.700 | 613.700 | 123.00 | 75,485.10 | |||
| 0070 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 360.80 | 360.800 | 20.000 | 20.000 | 58.00 | 1,160.00 | |||
| 0080 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 131.00 | 131.000 | 499.000 | 499.000 | 58.00 | 28,942.00 | |||
| 0090 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 216.50 | 216.500 | 285.000 | 285.000 | 50.00 | 14,250.00 | |||
| 0100 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 112.00 | 940.000 | 906.000 | 906.000 | 53.00 | 48,018.00 | |||
| 0110 | BLOW-OFF ASSEMBLY 3 IN | 01315 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0120 | BLOW-OFF ASSEMBLY 4 IN | 01315 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 1,300.00 | 5,200.00 | |||
| 0130 | COPPER PIPE-3/4 IN BORED | 03360 | LF | 134.50 | 134.500 | 268.500 | 268.500 | 23.00 | 6,175.50 | |||
| 0140 | COPPER PIPE-3/4 IN OPEN CUT | 03360 | LF | 679.00 | 679.000 | 1,604.200 | 1,604.200 | 21.00 | 33,688.20 | |||
| 0150 | COPPER PIPE-1 IN BORED | 03361 | LF | 49.20 | 49.200 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0160 | COPPER PIPE-1 IN OPEN CUT | 03361 | LF | 344.40 | 344.400 | 1,193.200 | 1,193.200 | 28.00 | 33,409.60 | |||
| 0170 | COPPER PIPE-2 IN OPEN CUT | 03363 | LF | 82.00 | 82.000 | 28.800 | 28.800 | 38.00 | 1,094.40 | |||
| 0180 | PVC PIPE-4 IN | 03383 | LF | 1,223.00 | 1,223.000 | 873.000 | 873.000 | 29.00 | 25,317.00 | |||
| 0190 | PVC PIPE-6 IN | 03385 | LF | 886.00 | 886.000 | 863.000 | 863.000 | 40.00 | 34,520.00 | |||
| 0200 | PVC PIPE-8 IN | 03387 | LF | 2,627.00 | 2,627.000 | 3,145.000 | 3,145.000 | 40.00 | 125,800.00 | |||
| 0210 | PVC PIPE-12 IN | 03391 | LF | 9,099.00 | 8,271.000 | 8,371.000 | 8,371.000 | 43.00 | 359,953.00 | |||
| 0220 | TIE-IN ALL SIZES | 03479 | EACH | 14.00 | 14.000 | 18.000 | 18.000 | 1,400.00 | 25,200.00 | |||
| 0230 | GATE VALVE-4 IN | 03524 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 445.00 | 445.00 | |||
| 0240 | GATE VALVE-6 IN | 03526 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 580.00 | 4,060.00 | |||
| 0250 | GATE VALVE-8 IN | 03528 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 830.00 | 14,110.00 | |||
| 0260 | GATE VALVE-12 IN | 03532 | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 1,600.00 | 28,800.00 | |||
| 0270 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,600.00 | 20,800.00 | |||
| 0280 | RECONNECT HYDRANT | 22004ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 0290 | AIR RELEASE VALVE ASSEMBLY | 22082NN | EACH | 5.00 | 5.000 | 10.000 | 10.000 | 745.00 | 7,450.00 | |||
| 0300 | WATER ITEM POST MARKER | 22083NN | EACH | 46.00 | 46.000 | 46.000 | 46.000 | 55.00 | 2,530.00 | |||
| 0310 | WATER MAIN PIPE MARKER | 22084NN | EACH | 39.00 | 39.000 | 39.000 | 39.000 | 56.00 | 2,184.00 | |||
| 0320 | WET TAP AND VALVE-300MM | 22637NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0330 | WET TAP AND VALVE-75MM | 22638NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0340 | BYPASS METER W/PRV AT GATE VALVE | 22640NN | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 1,800.00 | 16,200.00 | |||
| 0350 | RADIO READ SERVICE W/PRV-19MM | 22641NN | EACH | 40.00 | 40.000 | 38.000 | 38.000 | 895.00 | 34,010.00 | |||
| 0360 | RADIO READ SERVICE W/PRV-25MM | 22642NN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,080.00 | 2,160.00 | |||
| 0370 | RADIO READ SERVICE W/PRV-50MM | 22643NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0380 | COMBINATION AIR RELEASE VALVE ASSEMBLY | 22644NN | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0390 | RELOCATE TELEMETRY AT MASTER METER | 22648NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0400 | BORE HARD PAVED DRIVEWAY ALL SIZES | 23012EN | LF | 52.50 | 52.500 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0410 | CONC/STEEL ENCASED CREEK CROSSING | 23014EN | LF | 112.50 | 112.500 | 52.500 | 52.500 | 200.00 | 10,500.00 | |||
| 0420 | CONCRETE ENCASED CREEK CROSSING | 23015EN | LF | 16.40 | 16.400 | 16.400 | 16.400 | 107.00 | 1,754.80 | |||
| 0430 | PVC CASING FOR SANITARY SEWER CROSSING | 23016EN | LF | 65.60 | 65.600 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0440 | REM AND DISPOSE OF ASBESTOS CEMENT PIPE | 23017EN | LF | 4,920.00 | 4,920.000 | 1,505.000 | 1,505.000 | 3.45 | 5,192.25 | |||
| 0450 | TEMP PVC WATER MAIN-3 IN | 23018EN | LF | 820.00 | 820.000 | 932.000 | 932.000 | 23.00 | 21,436.00 | |||
| 8000 | PLASTIC PIPE-1 IN | 03370 | LF | 0.00 | 1,000.000 | 1,000.000 | 1,000.000 | 4.22 | 4,220.00 | |||
| 8001 | EW~ Tyton Viton Gasket 12 In | 10094NX | EACH | 0.00 | 40.000 | 40.000 | 40.000 | 627.43 | 25,097.20 | |||
| 8002 | EW~ MJ Viton Gasket 12 In | 10094NX | EACH | 0.00 | 14.000 | 14.000 | 14.000 | 210.62 | 2,948.68 | |||
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0002 ROADWAY | |||||||
| 0460 | DGA BASE | 00001 | TON | 88,261.00 | 88,261.000 | 114,085.030 | 114,085.030 | 15.00 | 1,711,275.45 | |||
| 0480 | LIME STABILIZED ROADBED | 00013 | SQYD | 163,252.70 | 163,252.700 | 149,716.400 | 149,716.400 | 2.38 | 356,325.03 | |||
| 0500 | LIME | 00014 | TON | 3,014.00 | 3,014.000 | 3,008.920 | 3,008.920 | 137.05 | 412,372.48 | |||
| 0520 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 28,738.00 | 28,738.000 | 27,777.360 | 27,777.360 | 34.00 | 944,430.24 | |||
| 0540 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 275.00 | 275.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0550 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 102.00 | 102.000 | 137.750 | 137.750 | 65.26 | 8,989.56 | |||
| 0560 | ASPHALT SEAL AGGREGATE | 00100 | TON | 305.30 | 305.300 | 403.260 | 403.260 | 40.09 | 16,166.69 | |||
| 0580 | CL3 ASPH BASE 1.50D PG64-22 (REVISED: 6-16-09) | 00205 | TON | 60,038.00 | 60,038.000 | 53,051.610 | 53,051.610 | 41.00 | 2,175,116.01 | |||
| 0600 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 35,661.00 | 26,808.000 | 33,277.210 | 33,277.210 | 40.00 | 1,331,088.40 | |||
| 0620 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 18,112.00 | 18,112.000 | 18,316.910 | 18,316.910 | 46.00 | 842,577.86 | |||
| 0630 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 514.00 | 514.000 | 384.280 | 384.280 | 70.00 | 26,899.60 | |||
| 0650 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 36.70 | 36.700 | 48.444 | 48.444 | 470.59 | 22,797.26 | |||
| 0670 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 6,951.00 | 3,409.000 | 4,406.130 | 4,406.130 | 45.00 | 198,275.85 | |||
| 0690 | ASPHALT CURING SEAL FOR LIME STABILIZED ROADBED | 00358 | TON | 165.40 | 165.400 | 93.220 | 93.220 | 430.02 | 40,086.46 | |||
| 0710 | ASPHALT CURING SEAL FOR DRAINAGE BLANKET | 00358 | TON | 128.70 | 128.700 | 5.790 | 5.790 | 429.30 | 2,485.64 | |||
| 0730 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 7,427.00 | 7,427.000 | 8,689.590 | 8,689.590 | 49.00 | 425,789.91 | |||
| 0750 | ENTRANCE PIPE-15 IN | 00440 | LF | 889.90 | 889.900 | 888.900 | 888.900 | 35.91 | 31,920.39 | |||
| 0760 | ENTRANCE PIPE-18 IN | 00441 | LF | 538.90 | 538.900 | 432.300 | 432.300 | 38.58 | 16,678.13 | |||
| 0770 | ENTRANCE PIPE-24 IN | 00443 | LF | 54.80 | 54.800 | 107.800 | 107.800 | 47.67 | 5,138.82 | |||
| 0780 | CULVERT PIPE-18 IN | 00462 | LF | 383.10 | 383.100 | 113.650 | 113.650 | 42.49 | 4,828.98 | |||
| 0790 | CULVERT PIPE-24 IN | 00464 | LF | 417.20 | 417.200 | 406.740 | 406.740 | 47.46 | 19,303.88 | |||
| 0800 | CULVERT PIPE-36 IN | 00468 | LF | 932.80 | 932.800 | 916.456 | 916.456 | 71.39 | 65,425.79 | |||
| 0810 | CULVERT PIPE-42 IN | 00469 | LF | 260.10 | 260.100 | 249.350 | 249.350 | 117.77 | 29,365.94 | |||
| 0820 | CULVERT PIPE-48 IN | 00470 | LF | 1,050.60 | 1,050.600 | 1,054.108 | 1,054.108 | 90.63 | 95,533.80 | |||
| 0830 | CULVERT PIPE-60 IN | 00472 | LF | 260.10 | 260.100 | 260.100 | 260.100 | 137.28 | 35,706.52 | |||
| 0840 | CULVERT PIPE-72 IN | 00474 | LF | 697.00 | 697.000 | 696.800 | 696.800 | 182.94 | 127,472.59 | |||
| 0850 | CULVERT PIPE-84 IN | 00476 | LF | 79.40 | 79.400 | 79.400 | 79.400 | 225.90 | 17,936.46 | |||
| 0860 | CULVERT PIPE-90 IN | 00477 | LF | 70.50 | 70.500 | 70.000 | 70.000 | 322.36 | 22,565.20 | |||
| 0870 | CULVERT PIPE-102 IN | 00479 | LF | 262.70 | 262.700 | 262.700 | 262.700 | 285.41 | 74,977.20 | |||
| 0880 | STORM SEWER PIPE-12 IN | 00520 | LF | 105.60 | 105.600 | 105.500 | 105.500 | 45.95 | 4,847.72 | |||
| 0890 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,427.80 | 1,427.800 | 1,432.800 | 1,432.800 | 39.97 | 57,269.01 | |||
| 0900 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,077.90 | 2,077.900 | 2,351.370 | 2,351.370 | 39.94 | 93,913.71 | |||
| 0910 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,647.90 | 1,647.900 | 1,630.980 | 1,630.980 | 47.76 | 77,895.60 | |||
| 0920 | STORM SEWER PIPE-30 IN | 00526 | LF | 809.20 | 809.200 | 783.400 | 783.400 | 50.87 | 39,851.55 | |||
| 0930 | STORM SEWER PIPE-36 IN | 00528 | LF | 344.10 | 344.100 | 343.300 | 343.300 | 75.21 | 25,819.59 | |||
| 0940 | STORM SEWER PIPE-48 IN | 00530 | LF | 107.30 | 107.300 | 114.000 | 114.000 | 105.32 | 12,006.48 | |||
| 0950 | PERFORATED PIPE-4 IN | 01000 | LF | 62,422.00 | 62,422.000 | 55,930.000 | 55,930.000 | 3.00 | 167,790.00 | |||
| 0960 | PERFORATED PIPE-6 IN | 01001 | LF | 492.00 | 492.000 | 854.000 | 854.000 | 4.00 | 3,416.00 | |||
| 0970 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 4,057.00 | 4,057.000 | 745.000 | 745.000 | 6.40 | 4,768.00 | |||
| 0980 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 8.70 | 0.00 | |||
| 0990 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,200.00 | 8,200.00 | |||
| 1000 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 430.00 | 2,150.00 | |||
| 1010 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 1020 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 40.00 | 40.000 | 19.000 | 19.000 | 430.00 | 8,170.00 | |||
| 1030 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 44.00 | 44.000 | 29.000 | 29.000 | 445.00 | 12,905.00 | |||
| 1040 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1050 | REMOVE PIPE | 01310 | LF | 1,251.00 | 1,251.000 | 501.610 | 501.610 | 11.73 | 5,883.88 | |||
| 1060 | PLUG PIPE | 01314 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 664.74 | 1,329.48 | |||
| 1070 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,690.53 | 1,690.53 | |||
| 1080 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,473.24 | 1,473.24 | |||
| 1090 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,980.89 | 1,980.89 | |||
| 1100 | DROP BOX INLET TYPE 1 | 01490 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 1,708.53 | 22,210.89 | |||
| 1110 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,032.29 | 8,129.16 | |||
| 1120 | DROP BOX INLET TYPE 3 | 01496 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,856.69 | 14,853.52 | |||
| 1130 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,336.98 | 4,673.96 | |||
| 1140 | DROP BOX INLET TYPE 5B | 01505 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 2,065.12 | 41,302.40 | |||
| 1150 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,652.17 | 7,304.34 | |||
| 1160 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,567.61 | 17,243.71 | |||
| 1170 | DROP BOX INLET TYPE 13S | 01568 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,913.30 | 26,219.70 | |||
| 1180 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,389.23 | 1,389.23 | |||
| 1190 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,034.68 | 1,034.68 | |||
| 1200 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,164.54 | 1,164.54 | |||
| 1210 | JUNCTION BOX-MOD | 01651 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,005.53 | 4,011.06 | |||
| 1220 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 412.31 | 0.00 | |||
| 1230 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,806.91 | 3,806.91 | |||
| 1240 | REMOVE DITCH BOX INLET | 01716 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 412.31 | 0.00 | |||
| 1250 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,190.44 | 2,190.44 | |||
| 1260 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,520.50 | 2,520.50 | |||
| 1270 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,538.01 | 16,614.03 | |||
| 1280 | MANHOLE TYPE C MOD | 01768 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,730.96 | 46,385.76 | |||
| 1290 | FILL AND CAP MANHOLE | 01786 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 954.61 | 0.00 | |||
| 1300 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 515.42 | 0.00 | |||
| 1310 | RECONSTRUCT MANHOLE | 01789 | EACH | 11.00 | 11.000 | 3.000 | 3.000 | 1,747.88 | 5,243.64 | |||
| 1320 | STANDARD CURB AND GUTTER | 01810 | LF | 2,675.50 | 2,675.500 | 2,578.500 | 2,578.500 | 14.79 | 38,136.01 | |||
| 1330 | STANDARD INTEGRAL CURB | 01830 | LF | 55.40 | 55.400 | 131.000 | 131.000 | 16.32 | 2,137.92 | |||
| 1340 | STANDARD HEADER CURB | 01875 | LF | 1,480.60 | 1,480.600 | 1,609.000 | 1,609.000 | 15.23 | 24,505.07 | |||
| 1350 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 142.70 | 142.700 | 0.000 | 0.000 | 54.38 | 0.00 | |||
| 1360 | MOUNTABLE MEDIAN TYPE 2A | 01946 | SQYD | 94.60 | 94.600 | 41.010 | 41.010 | 48.40 | 1,984.88 | |||
| 1370 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 90.00 | 90.000 | 99.000 | 99.000 | 5.28 | 522.72 | |||
| 1380 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 7.94 | 0.00 | |||
| 1390 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 7.13 | 0.00 | |||
| 1400 | BARRICADE-TYPE III | 02014 | EACH | 153.00 | 153.000 | 44.000 | 44.000 | 253.94 | 11,173.36 | |||
| 1410 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 8,465.00 | 8,465.000 | 0.000 | 0.000 | 7.34 | 0.00 | |||
| 1420 | JPC PAVEMENT-11 IN | 02071 | SQYD | 263.80 | 263.800 | 446.160 | 446.160 | 65.26 | 29,116.40 | |||
| 1440 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 63.00 | 63.000 | 63.000 | 63.000 | 65.26 | 4,111.38 | |||
| 1460 | JPC PAVEMENT-6 IN | 02075 | SQYD | 1,578.40 | 1,578.400 | 1,818.940 | 1,818.940 | 54.38 | 98,913.95 | |||
| 1480 | JPC PAVEMENT-8 IN | 02084 | SQYD | 576.50 | 576.500 | 171.070 | 171.070 | 54.38 | 9,302.78 | |||
| 1500 | REMOVE PAVEMENT | 02091 | SQYD | 16,855.90 | 16,855.900 | 10,100.700 | 10,100.700 | 1.50 | 15,151.05 | |||
| 1510 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 270.30 | 270.300 | 647.880 | 647.880 | 59.82 | 38,756.18 | |||
| 1530 | TEMP DITCH | 02159 | LF | 19,621.00 | 19,621.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1540 | GRANULAR EMBANKMENT | 02223 | CUYD | 954.00 | 954.000 | 4,970.990 | 4,970.990 | 25.00 | 124,274.75 | |||
| 1550 | DITCHING | 02237 | LF | 148.00 | 148.000 | 3,040.000 | 3,040.000 | 2.00 | 6,080.00 | |||
| 1560 | WATER | 02242 | MGAL | 5,280.00 | 5,280.000 | 1,196.200 | 1,196.200 | 1.00 | 1,196.20 | |||
| 1570 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 19,300.00 | 19,300.000 | 17,021.090 | 17,021.090 | 5.47 | 93,105.36 | |||
| 1580 | REMOVE FENCE | 02265 | LF | 12,195.00 | 12,195.000 | 8,198.700 | 8,198.700 | 1.30 | 10,658.31 | |||
| 1590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,186.17 | 5,186.170 | 6,204.990 | 6,204.990 | 17.20 | 106,725.82 | |||
| 1600 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 11.000 | 11.000 | 44.60 | 490.60 | |||
| 1610 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,273.27 | 4,546.54 | |||
| 1620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,743.15 | 21,945.20 | |||
| 1630 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 645.54 | 3,873.24 | |||
| 1640 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,185.58 | 0.00 | |||
| 1650 | REMOVE GUARDRAIL | 02381 | LF | 9,355.00 | 9,355.000 | 10,312.000 | 10,312.000 | 1.76 | 18,149.12 | |||
| 1660 | REMOVE & RESET GUARDRAIL | 02383 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 14.90 | 0.00 | |||
| 1670 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,556.07 | 7,668.21 | |||
| 1680 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 104.00 | 104.000 | 0.000 | 0.000 | 38.86 | 0.00 | |||
| 1690 | SEPTIC TANK TREATMENT | 02404 | EACH | 21.00 | 21.000 | 2.000 | 2.000 | 784.35 | 1,568.70 | |||
| 1700 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 218.00 | 218.000 | 161.000 | 161.000 | 85.17 | 13,712.37 | |||
| 1710 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 65.26 | 0.00 | |||
| 1720 | CHANNEL LINING CLASS IA | 02482 | TON | 3,724.00 | 3,724.000 | 0.000 | 0.000 | 121.82 | 0.00 | |||
| 1730 | CHANNEL LINING CLASS II | 02483 | TON | 13,431.00 | 13,431.000 | 5,249.670 | 5,249.670 | 20.00 | 104,993.40 | |||
| 1740 | CHANNEL LINING CLASS III | 02484 | TON | 21,855.00 | 21,855.000 | 10,861.980 | 10,861.980 | 24.00 | 260,687.52 | |||
| 1750 | CLEARING AND GRUBBING 139 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 203,000.00 | 203,000.00 | |||
| 1760 | SIGNS | 02562 | SQFT | 3,797.86 | 3,797.860 | 2,323.500 | 2,323.500 | 9.40 | 21,840.90 | |||
| 1770 | EDGE KEY | 02585 | LF | 1,633.00 | 1,633.000 | 306.000 | 306.000 | 4.81 | 1,471.86 | |||
| 1780 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 8,109.00 | 8,109.000 | 11,000.800 | 11,000.800 | 2.00 | 22,001.60 | |||
| 1790 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,981.00 | 4,981.000 | 5,136.010 | 5,136.010 | 2.21 | 11,350.58 | |||
| 1800 | REMOVE HEADWALL | 02625 | EACH | 25.00 | 25.000 | 8.000 | 8.000 | 272.45 | 2,179.60 | |||
| 1810 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 270,000.00 | 270,000.00 | |||
| 1820 | DIVERSIONS (BY-PASS DETOURS) STA. 3+711.54 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1830 | DIVERSIONS (BY-PASS DETOURS) STA. 6+976.13 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1840 | CROSSOVER STA. 15+940 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1850 | CROSSOVER STA. 8+060 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1860 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 305.98 | 305.98 | |||
| 1870 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 33.73 | 0.00 | |||
| 1880 | SAFELOADING | 02690 | CUYD | 8.00 | 8.000 | 50.000 | 1.000 | 51.000 | 111.24 | 5,562.00 | 5,673.24 | |
| 1890 | TEMP SILT FENCE | 02701 | LF | 38,704.00 | 38,704.000 | 41,528.000 | 41,528.000 | 1.36 | 56,478.08 | |||
| 1900 | SAND FOR BLOTTER | 02702 | TON | 408.00 | 408.000 | 568.500 | 568.500 | 24.06 | 13,678.11 | |||
| 1920 | SILT TRAP TYPE A | 02703 | EACH | 402.00 | 402.000 | 89.000 | 89.000 | 80.00 | 7,120.00 | |||
| 1930 | SILT TRAP TYPE B | 02704 | EACH | 402.00 | 402.000 | 88.000 | 88.000 | 80.00 | 7,040.00 | |||
| 1940 | SILT TRAP TYPE C | 02705 | EACH | 80.00 | 80.000 | 14.000 | 14.000 | 122.00 | 1,708.00 | |||
| 1950 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,206.00 | 1,206.000 | 82.000 | 82.000 | 39.00 | 3,198.00 | |||
| 1960 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,206.00 | 1,206.000 | 113.000 | 113.000 | 50.00 | 5,650.00 | |||
| 1970 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 240.00 | 240.000 | 20.000 | 20.000 | 25.00 | 500.00 | |||
| 1980 | CLEAN TEMP SILT FENCE | 02709 | LF | 38,704.00 | 38,704.000 | 14,060.000 | 14,060.000 | 0.50 | 7,030.00 | |||
| 1990 | SEDIMENTATION BASIN | 02711 | CUYD | 6,989.00 | 6,989.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 2000 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 2,727.00 | 2,727.000 | 0.000 | 0.000 | 2.72 | 0.00 | |||
| 2010 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 255.00 | 255.000 | 0.000 | 0.000 | 9.82 | 0.00 | |||
| 2020 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 215,000.00 | 215,000.00 | |||
| 2030 | REMOVE STRUCTURE STA. 15+565 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2040 | REMOVE STRUCTURE STA. 16+214 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 2050 | REMOVE STRUCTURE STA. 3+879 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,100.00 | 5,100.00 | |||
| 2060 | REMOVE STRUCTURE STA. 3+942 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 2070 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 2080 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 5,800.00 | 23,200.00 | |||
| 2090 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,909.00 | 1,909.000 | 920.000 | 920.000 | 24.00 | 22,080.00 | |||
| 2100 | PVC PIPE-6 IN | 03385 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 72.23 | 0.00 | |||
| 2110 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,087.69 | 1,087.69 | |||
| 2120 | EROSION CONTROL BLANKET | 05950 | SQYD | 259,388.00 | 259,388.000 | 168,203.901 | 168,203.901 | 1.09 | 183,342.25 | |||
| 2130 | TEMP MULCH | 05952 | SQYD | 961,235.00 | 961,235.000 | 734,578.340 | 734,578.340 | 0.16 | 117,532.53 | |||
| 2140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 710,771.00 | 710,771.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 2150 | TOPDRESSING FERTILIZER | 05966 | TON | 36.77 | 36.770 | 23.000 | 23.000 | 761.38 | 17,511.74 | |||
| 2160 | SEEDING AND PROTECTION | 05985 | SQYD | 654,391.00 | 654,391.000 | 312,568.160 | 312,568.160 | 0.32 | 100,021.81 | |||
| 2170 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 212,404.00 | 212,404.000 | 199,178.991 | 199,178.991 | 0.20 | 39,835.79 | |||
| 2180 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 130,511.00 | 130,511.000 | 204,721.000 | 204,721.000 | 0.11 | 22,519.31 | |||
| 2190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 133,758.00 | 133,758.000 | 157,369.000 | 157,369.000 | 0.14 | 22,031.66 | |||
| 2200 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 9,942.00 | 9,942.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 2210 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 131,233.00 | 131,233.000 | 13,925.000 | 13,925.000 | 0.52 | 7,241.00 | |||
| 2220 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 12,972.00 | 12,972.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 2230 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 19,172.00 | 19,172.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 2240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 702.00 | 702.000 | 504.000 | 504.000 | 4.51 | 2,273.04 | |||
| 2250 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,846.00 | 6,846.000 | 1,375.000 | 1,375.000 | 2.34 | 3,217.50 | |||
| 2260 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 92.45 | 0.00 | |||
| 2270 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 86.00 | 86.000 | 89.000 | 89.000 | 92.45 | 8,228.05 | |||
| 2280 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 125.08 | 750.48 | |||
| 2290 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 40.00 | 40.000 | 34.000 | 34.000 | 130.52 | 4,437.68 | |||
| 2300 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 114.00 | 114.000 | 54.000 | 54.000 | 4.46 | 240.84 | |||
| 2310 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 281.00 | 281.000 | 227.000 | 227.000 | 24.47 | 5,554.69 | |||
| 2320 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 322.00 | 322.000 | 115.000 | 115.000 | 24.47 | 2,814.05 | |||
| 2330 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 415.00 | 415.000 | 381.000 | 381.000 | 24.47 | 9,323.07 | |||
| 2340 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 350.00 | 350.000 | 431.400 | 431.400 | 34.64 | 14,943.69 | |||
| 2350 | CONCRETE-CLASS A | 08100 | CUYD | 215.43 | 215.430 | 7.800 | 213.555 | 221.355 | 1,200.00 | 9,360.00 | 265,626.00 | |
| 2360 | STEEL REINFORCEMENT | 08150 | LB | 13,894.00 | 13,894.000 | 1,025.000 | 13,674.500 | 14,699.500 | 1.09 | 1,117.25 | 16,022.45 | |
| 2370 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,806.00 | 1,806.000 | 1,806.000 | 1,806.000 | 2.72 | 4,912.32 | |||
| 2380 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 646,739.00 | 0.00 | |||
| 2410 | EARTHWORK MITIGATION | 21477ND | LS | 1.00 | 1.000 | 1.230 | 1.230 | 63,780.00 | 78,449.40 | |||
| 2420 | EMBANKMENT | 21553EN | CUYD | 787,142.60 | 787,142.600 | 787,142.600 | 787,142.600 | 0.52 | 409,314.15 | |||
| 2430 | EXCAVATION | 21554EN | CUYD | 1,433,110.20 | 1,433,110.200 | 1,437,474.570 | 1,437,474.570 | 2.60 | 3,737,433.88 | |||
| 2440 | BORE AND JACK PIPE | 21661ES706 | LF | 210.00 | 210.000 | 217.490 | 217.490 | 684.16 | 148,797.95 | |||
| 2450 | PE WATER TUBING-2 IN | 23005EN | LF | 289.00 | 289.000 | 138.000 | 138.000 | 9.61 | 1,326.18 | |||
| 2460 | CONC MEDIAN BARRIER TY 9T | 23007EN | LF | 118.00 | 118.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 2470 | TUNNEL-90 IN | 23008EN | LF | 100.70 | 100.700 | 100.700 | 100.700 | 1,725.08 | 173,715.55 | |||
| 2480 | TUNNEL-126 IN | 23009EN | LF | 131.20 | 131.200 | 131.200 | 131.200 | 2,500.00 | 328,000.00 | |||
| 2490 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 495.94 | 495.940 | 548.830 | 548.830 | 0.82 | 450.04 | |||
| 2500 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 5,468.00 | 5,468.000 | 4,367.200 | 4,367.200 | 3.81 | 16,639.03 | |||
| 2510 | CONCRETE MEDIAN BARRIER TY 9B2 | 23335EC | LF | 46.20 | 46.200 | 46.200 | 46.200 | 171.00 | 7,900.20 | |||
| 3080 | CL2 ASPH BASE 1.50D PG64-22 (ADDED: 6-16-09) | 00203 | TON | 23,138.00 | 23,138.000 | 24,565.390 | 24,565.390 | 40.00 | 982,615.60 | |||
| 8003 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 2,000.000 | 274.460 | 274.460 | 15.00 | 4,116.90 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 100,000.000 | 797,274.360 | 797,274.360 | 1.00 | 797,274.36 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 200,000.000 | 716,025.380 | 716,025.380 | 1.00 | 716,025.38 | |||
| 8008 | CL2 ASPH BASE 1.00D PG64-22 MAINLINE SHOULDER MIX | 00212 | TON | 0.00 | 8,853.000 | 6,011.230 | 6,011.230 | 40.00 | 240,449.20 | |||
| 8009 | CL2 ASPH SURF 0.38D PG64-22 MAINLINE SHOULDER MIX | 00301 | TON | 0.00 | 3,542.000 | 2,756.590 | 2,756.590 | 45.00 | 124,046.55 | |||
| 8010 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -9,748.050 | 0.000 | -9,748.050 | 1.00 | -9,748.05 | -9,748.05 | |
| 8011 | NON-SPEC MATERIAL Pipe Inspection Deduction | 10070NS | DOLL | 0.00 | 0.001 | -32,808.050 | 0.000 | -32,808.050 | 1.00 | -32,808.05 | -32,808.05 | |
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0003 BRIDGE (CULVERT) | |||||||
| 2520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 262.90 | 262.900 | 96.100 | 96.100 | 57.00 | 5,477.70 | |||
| 2530 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 167,000.00 | 167,000.00 | |||
| 2540 | CONCRETE-CLASS A | 08100 | CUYD | 1,183.70 | 1,183.700 | 1,183.700 | 1,183.700 | 344.00 | 407,192.80 | |||
| 2550 | STEEL REINFORCEMENT | 08150 | LB | 176,265.50 | 176,265.500 | 176,265.500 | 176,265.500 | 0.88 | 155,113.64 | |||
| 8004 | CONCRETE-CLASS A (Mass Concrete - Culvert) | 08100 | CUYD | 0.00 | 25.000 | 102.000 | 102.000 | 150.94 | 15,395.88 | |||
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0004 BRIDGE | |||||||
| 2560 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 266.00 | 266.000 | 266.000 | 266.000 | 58.00 | 15,428.00 | |||
| 2570 | MASONRY COATING | 02998 | SQYD | 927.00 | 927.000 | 927.000 | 927.000 | 13.00 | 12,051.00 | |||
| 2580 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,137.70 | 1,137.700 | 622.200 | 1,359.700 | 1,981.900 | 19.00 | 11,821.80 | 37,656.10 | |
| 2590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 106.30 | 106.300 | 337.180 | 337.180 | 57.00 | 19,219.26 | |||
| 2600 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,293.00 | 1,293.000 | 1,951.600 | 1,951.600 | 35.00 | 68,306.00 | |||
| 2610 | TEST PILES | 08033 | LF | 21.30 | 21.300 | 21.300 | 21.300 | 80.00 | 1,704.00 | |||
| 2620 | PILES-STEEL HP12X53 | 08046 | LF | 440.20 | 440.200 | 436.087 | 436.087 | 80.00 | 34,886.96 | |||
| 2630 | PILE POINTS-12 IN | 08094 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 78.00 | 2,028.00 | |||
| 2640 | CONCRETE-CLASS A | 08100 | CUYD | 785.70 | 785.700 | 769.320 | 769.320 | 344.00 | 264,646.08 | |||
| 2650 | CONCRETE-CLASS AA | 08104 | CUYD | 531.20 | 531.200 | 531.200 | 531.200 | 498.00 | 264,537.60 | |||
| 2660 | STEEL REINFORCEMENT | 08150 | LB | 73,234.70 | 73,234.700 | 73,748.080 | 73,748.080 | 0.88 | 64,898.31 | |||
| 2670 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 87,075.50 | 87,075.500 | 87,075.500 | 87,075.500 | 0.93 | 80,980.21 | |||
| 2680 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 290.90 | 290.900 | 207.750 | 207.750 | 124.00 | 25,761.00 | |||
| 2690 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,511.80 | 1,511.800 | 1,511.800 | 1,511.800 | 240.00 | 362,832.00 | |||
| 8005 | CONCRETE-CLASS A (Mass Concrete - Bridge) | 08100 | CUYD | 0.00 | 25.000 | 96.000 | 96.000 | 150.94 | 14,490.24 | |||
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0012 WATERLINE | |||||||
| 2700 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 62.30 | 62.300 | 38.000 | 38.000 | 58.00 | 2,204.00 | |||
| 2710 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 3,266.90 | 3,266.900 | 3,192.000 | 3,192.000 | 50.00 | 159,600.00 | |||
| 2720 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 7,701.40 | 7,701.400 | 7,869.500 | 7,869.500 | 53.00 | 417,083.50 | |||
| 2730 | FIRE HYDRANT | 02606 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 2,600.00 | 23,400.00 | |||
| 2740 | SAFELOADING | 02690 | CUYD | 7.00 | 7.000 | 134.627 | 134.627 | 105.00 | 14,135.83 | |||
| 2750 | COPPER PIPE-3/4 IN | 03360 | LF | 440.00 | 440.000 | 600.000 | 600.000 | 18.00 | 10,800.00 | |||
| 2760 | COPPER PIPE-1 IN | 03361 | LF | 613.00 | 613.000 | 694.000 | 694.000 | 24.00 | 16,656.00 | |||
| 2770 | COPPER PIPE-2 IN | 03363 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 2780 | RELOCATE WATER METER | 03431 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 215.00 | 2,150.00 | |||
| 2790 | RELOCATE FIRE HYDRANT | 03433 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 525.00 | 2,100.00 | |||
| 2800 | METER PIT | 03435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 2810 | RECONNECT SERVICE ALL SIZES | 03437 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 56.00 | 392.00 | |||
| 2820 | RECONNECT TO MAIN ALL SIZES | 03438 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 160.00 | 1,120.00 | |||
| 2830 | GATE VALVE-6 IN | 03526 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 580.00 | 13,340.00 | |||
| 2840 | GATE VALVE-8 IN | 03528 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 830.00 | 8,300.00 | |||
| 2850 | GATE VALVE-12 IN | 03532 | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 1,600.00 | 20,800.00 | |||
| 2860 | TEE AND BLOCK 8 I N X 8 IN X 6 IN | 20551NC | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 299.00 | 2,093.00 | |||
| 2870 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 2880 | BEND AND BLOCK-6 IN | 20554NC | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 115.00 | 920.00 | |||
| 2890 | BEND AND BLOCK-8 IN | 20555NC | EACH | 14.00 | 14.000 | 17.000 | 17.000 | 135.00 | 2,295.00 | |||
| 2900 | BEND AND BLOCK-12 IN | 20788ND | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 265.00 | 2,650.00 | |||
| 2910 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 135.00 | 405.00 | |||
| 2920 | COPPER SERVICE SPLIT | 20869ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 2930 | CONNECT TO 150MM MAIN | 21032ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,700.00 | 5,100.00 | |||
| 2940 | CONNECT TO 200MM MAIN | 21033ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 2950 | CONNECT TO 300MM MAIN | 21034ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,800.00 | 11,200.00 | |||
| 2960 | PLUG AND BLOCK 200MM | 21035ND | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 102.00 | 612.00 | |||
| 2970 | PLUG AND BLOCK-150MM | 22633NN | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 47.00 | 423.00 | |||
| 2980 | PROPOSED METER PIT INTERIOR PIPING | 22634NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 2990 | RELOCATE BURIED VALVE ASSEMBLY | 22636NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,096.00 | 1,096.00 | |||
| 3000 | TEE AND BLOCK-12X12X8 IN | 22762ND | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
| 3010 | TEE AND BLOCK-12 X 12 X 6 IN | 22815NN | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 350.00 | 5,600.00 | |||
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0019 DEMOBILIZATION & MOBILIZATION | |||||||
| 3020 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200,000.00 | 1,200,000.00 | |||
| 3030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.247 | 0.750 | 0.997 | 370,000.00 | 91,390.00 | 368,890.00 | |
| Project | DE019002709W1 | Fed/State Project Number | ARRA 0272(109) | Category | 0020 TRAINEES | |||||||
| 3040 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR TRAINEE | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 0.88 | 0.00 | |||
| 3050 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.88 | 0.00 | |||
| SUBTOT | $76,694.95 |
$26,086,624.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2690-1-0I |
I BEAM, TYPE 4 | LF |
1,511.80 | 0003 | $141.53385 | $213,970.87 | ||||||
2480-1-0I |
126" Tunnel Liner Plate | LF |
131.20 | 0015 | $229.600000 | $30,123.00 | ||||||
2670-1-0I |
STEEL, REINEPCOATED | LB |
43,052.00 | 0022 | $0.381650 | $16,430.79 | ||||||
2550-1-0I |
Steel Reinforcement | LB |
57,270.00 | 0035 | $0.372090 | $21,309.38 | ||||||
1570-1-0I |
Fence - Woven Wire Type I | LF |
13,948.26 | 0044 | $1.483290 | $20,689.31 | ||||||
0950-1-0I |
Perforated Pipe - 4 IN | LF |
9,000.00 | 0045 | $0.711650 | $6,404.82 | ||||||
0970-1-0I |
Non-Perforated Pipe - 4 IN | LF |
1,120.00 | 0045 | $0.694830 | $778.21 | ||||||
1000-1-0I |
Perf Pipe Headwall Ty 1 - 4 IN | EACH |
2.00 | 0045 | $181.260000 | $362.52 | ||||||
1010-1-0I |
Perf Pipe Headwall Ty 2 - 4 IN | EACH |
2.00 | 0045 | $181.260000 | $362.52 | ||||||
1030-1-0I |
Perf Pipe Headwall Ty 4 -4 IN | EACH |
26.00 | 0045 | $201.400000 | $5,236.40 | ||||||
2670-2-0I |
Steel Reinforcement - Epoxy Coated | LB |
36,849.00 | 0070 | $0.381650 | $14,063.42 | ||||||
2480-1-0A |
126" Tunnel Liner Plate | LF |
45.00 | 0015 | $229.600000 | $-10,331.82 | ||||||
2480-1-0A |
126" Tunnel Liner Plate | LF |
39.00 | 0016 | $229.600000 | $-8,954.25 | ||||||
2480-1-0A |
126" Tunnel Liner Plate | LF |
47.20 | 0017 | $229.600000 | $-10,836.93 | ||||||
2690-1-0A |
I BEAM, TYPE 4 | LF |
972.00 | 0018 | $141.533850 | $-137,570.90 | ||||||
2670-1-0A |
STEEL, REINEPCOATED | LB |
41,781.00 | 0023 | $0.381650 | $-15,945.71 | ||||||
2670-1-0A |
STEEL, REINEPCOATED | LB |
1,271.00 | 0024 | $0.381650 | $-485.08 | ||||||
2550-1-0A |
Steel Reinforcement | LB |
11,444.00 | 0038 | $0.372090 | $-4,258.16 | ||||||
2550-1-0A |
Steel Reinforcement | LB |
14,299.00 | 0039 | $0.372090 | $-5,320.46 | ||||||
2550-1-0A |
Steel Reinforcement | LB |
6,559.00 | 0040 | $0.372090 | $-2,440.51 | ||||||
2550-1-0A |
Steel Reinforcement | LB |
20,152.00 | 0041 | $0.372090 | $-7,498.28 | ||||||
2550-1-0A |
Steel Reinforcement | LB |
4,816.00 | 0042 | $0.372090 | $-1,791.97 | ||||||
0950-1-0A |
Perforated Pipe - 4 IN | LF |
2,084.00 | 0049 | $0.711650 | $-1,483.07 | ||||||
0970-1-0A |
Non-Perforated Pipe - 4 IN | LF |
466.00 | 0049 | $0.694830 | $-323.79 | ||||||
1010-1-0A |
Perf Pipe Headwall Ty 2 - 4 IN | EACH |
1.00 | 0049 | $181.260000 | $-181.26 | ||||||
1030-1-0A |
Perf Pipe Headwall Ty 4 -4 IN | EACH |
20.00 | 0049 | $201.400000 | $-4,028.00 | ||||||
0950-1-0A |
Perforated Pipe - 4 IN | LF |
6,916.00 | 0057 | $0.711650 | $-4,921.75 | ||||||
1000-1-0A |
Perf Pipe Headwall Ty 1 - 4 IN | EACH |
2.00 | 0068 | $181.260000 | $-362.52 | ||||||
1030-1-0A |
Perf Pipe Headwall Ty 4 -4 IN | EACH |
3.00 | 0068 | $201.400000 | $-604.20 | ||||||
2690-1-0A |
I BEAM, TYPE 4 | LF |
539.80 | 0068 | $141.533850 | $-76,399.97 | ||||||
0970-1-0A |
Non-Perforated Pipe - 4 IN | LF |
60.00 | 0071 | $0.694830 | $-41.69 | ||||||
1030-1-0A |
Perf Pipe Headwall Ty 4 -4 IN | EACH |
3.00 | 0071 | $201.400000 | $-604.20 | ||||||
2670-2-0A |
Steel Reinforcement - Epoxy Coated | LB |
36,849.00 | 0072 | $0.381650 | $-14,063.42 | ||||||
1570-1-0A |
Fence - Woven Wire Type I | LF |
1,182.00 | 0073 | $1.483290 | $-1,753.25 | ||||||
0970-1-0A |
Non-Perforated Pipe - 4 IN | LF |
94.00 | 0076 | $0.694830 | $-65.31 | ||||||
1570-1-0A |
Fence - Woven Wire Type I | LF |
10,535.00 | 0078 | $1.483290 | $-15,626.46 | ||||||
0970-10C |
Non-Perforated Pipe - 4 IN | LF |
0.00 | 0089 | $0.694830 | $-347.42 | ||||||
1010-10C |
Perf Pipe Headwall Ty 2 - 4 IN | EACH |
0.00 | 0089 | $181.260000 | $-181.26 | ||||||
1570-10C |
Fence - Woven Wire Type I | LF |
0.00 | 0089 | $1.483290 | $-3,309.60 | ||||||
| SUBTOT | $0.00 |
|||||||||||