|
Report_Id: 121002 Est NO 0047 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121002 | Estimate Number | 0047 | 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 | 03/22/2014 TO 05/16/2014 | ||||||
| Date Approved | 05/27/2014 | ||||||
| Primary Proj Number | DE01904711202 | ||||||
| Project No. | IM NH 4714(034) | ||||||
| Primary County | CAMPBELL | ||||||
| Name of Road | ALEXANDRIA-CINCINNATI ROAD (I-471) | ||||||
| Description | STRUCTURAL OVERLAY ON I-471 FROM US 27 NORTH TO THE OHIO STATE LINE | ||||||
| Date Let | 02/24/2012 | Formal Acceptance | |||||
| Date Awarded | 03/02/2012 | Date Work Began | 04/01/2012 | ||||
| Date Contract Executed | 03/19/2012 | Open To Traffic | |||||
| Date NTP Issued | 03/19/2012 | Actual Completion Date | 01/30/2014 | ||||
| Current Contract Amount | $51,499,919.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $51,359,979.89 |
Total Earnings | $49,484,460.05 |
$49,471,912.61 |
$12,547.44 |
|
| Percent Complete | 96.10 |
Stockpiled Materials | $8,571.98 |
$8,571.98 |
$0.00 |
|
| Funds Available | $2,006,887.85 |
Gross Earnings | $49,493,032.03 |
$49,480,484.59 |
$12,547.44 |
|
| Total Change Orders | $139,939.99 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $49,493,032.03 |
$49,480,484.59 |
$12,547.44 |
|||
| Contract Id | 121002 | Change Order Summary |
County | CAMPBELL | ||||||
| Estimate Nbr | 0047 | Project Number | IM NH 4714(034) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 03/22/2014 TO 05/16/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel Adj, Asph Adj, Lot Pay, Pave Thick Deduct Override | Approved | 04/02/2013 | $0.00 | 0.0 | |||||
| 002 | Solar Navigational Lighting (Daniel Carter Beard Bridge) | Approved | 01/27/2014 | $139,939.99 | 61.0 | |||||
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 | 121002 | COMMONWEALTH OF KENTUCKY |
County | CAMPBELL | ||||||
| Contract Type | JPCR JPC PAVEMENT REPAIRS | TRANSPORTATION CABINET |
Primary Project Number | DE01904711202 | ||||||
| Estimate Nbr | 0047 | Period | 03/22/2014 TO 05/16/2014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 1,541.00 | 1,541.000 | 495.900 | 495.900 | 19.70 | 9,769.23 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 72.00 | 72.000 | 1,938.000 | 1,938.000 | 117.88 | 228,451.44 | |||
| 0030 | CULVERT PIPE-15 IN | 00461 | LF | 129.00 | 129.000 | 195.500 | 195.500 | 88.45 | 17,291.97 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 117.60 | 8,232.00 | |||
| 0050 | CULVERT PIPE-24 IN | 00464 | LF | 30.00 | 30.000 | 50.000 | 50.000 | 167.00 | 8,350.00 | |||
| 0060 | PERFORATED PIPE-6 IN | 01001 | LF | 95,384.00 | 95,384.000 | 95,599.500 | 95,599.500 | 6.12 | 585,068.94 | |||
| 0070 | PERFORATED PIPE-8 IN | 01002 | LF | 7,594.00 | 7,594.000 | 7,789.000 | 7,789.000 | 15.73 | 122,520.97 | |||
| 0080 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 2,052.00 | 2,052.000 | 1,521.500 | 1,521.500 | 24.35 | 37,048.52 | |||
| 0090 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 44.00 | 44.000 | 31.000 | 31.000 | 51.75 | 1,604.25 | |||
| 0100 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 21,125.00 | 15,843.75 | |||
| 0110 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 25.00 | 25.000 | 29.000 | 29.000 | 549.41 | 15,932.89 | |||
| 0120 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 608.75 | 1,826.25 | |||
| 0130 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 559.86 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 649.74 | 14,944.02 | |||
| 0150 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 21.00 | 21.000 | 19.000 | 19.000 | 603.35 | 11,463.65 | |||
| 0160 | CURB BOX INLET TYPE A | 01456 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,037.66 | 7,037.66 | |||
| 0170 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,595.89 | 5,595.89 | |||
| 0180 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,884.68 | 5,884.68 | |||
| 0190 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,631.81 | 5,631.81 | |||
| 0200 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,238.79 | 2,477.58 | |||
| 0210 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,634.41 | 1,634.41 | |||
| 0220 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,378.07 | 10,756.14 | |||
| 0230 | FLUME INLET TYPE 1 | 01690 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,764.04 | 5,528.08 | |||
| 0240 | FLUME INLET TYPE 2 | 01691 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,714.04 | 32,568.48 | |||
| 0250 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 953.50 | 953.50 | |||
| 0260 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 93.00 | 93.000 | 79.000 | 79.000 | 213.71 | 16,883.09 | |||
| 0270 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 238.79 | 955.16 | |||
| 0280 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,495.84 | 4,991.68 | |||
| 0290 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 632.00 | 632.000 | 465.000 | 465.000 | 6.50 | 3,022.50 | |||
| 0300 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 41.00 | 41.000 | 32.000 | 32.000 | 6.50 | 208.00 | |||
| 0310 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 3,448.00 | 3,448.000 | 1,250.000 | 1,250.000 | 11.90 | 14,875.00 | |||
| 0320 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 4,218.00 | 4,218.000 | 2,770.000 | 2,770.000 | 11.90 | 32,963.00 | |||
| 0330 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 93,240.00 | 93,240.000 | 87,709.000 | 87,709.000 | 2.62 | 229,797.58 | |||
| 0340 | BARRICADE-TYPE III | 02014 | EACH | 25.00 | 25.000 | 11.000 | 11.000 | 330.89 | 3,639.79 | |||
| 0350 | DITCHING | 02237 | LF | 20,000.00 | 20,000.000 | 16,603.000 | 16,603.000 | 2.20 | 36,526.60 | |||
| 0360 | REMOVE FENCE | 02265 | LF | 166.00 | 166.000 | 166.000 | 166.000 | 5.00 | 830.00 | |||
| 0370 | FENCE-6 FT CHAIN LINK | 02274 | LF | 166.00 | 166.000 | 166.000 | 166.000 | 16.00 | 2,656.00 | |||
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,050.00 | 26,650.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 30.00 | 30.000 | 32.000 | 32.000 | 675.00 | 21,600.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 675.00 | 675.00 | |||
| 0410 | REMOVE GUARDRAIL | 02381 | LF | 34,551.30 | 34,551.300 | 34,663.000 | 34,663.000 | 1.55 | 53,727.65 | |||
| 0420 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 225.00 | 3,150.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 23.00 | 23.000 | 31.000 | 31.000 | 1,970.00 | 61,070.00 | |||
| 0440 | TEMP GUARDRAIL | 02397 | LF | 550.00 | 550.000 | 2,275.000 | 2,275.000 | 3.75 | 8,531.25 | |||
| 0450 | CHANNEL LINING CLASS II | 02483 | TON | 1,041.00 | 1,041.000 | 340.940 | 340.940 | 28.37 | 9,672.46 | |||
| 0460 | CHANNEL LINING CLASS III | 02484 | TON | 120.00 | 120.000 | 75.850 | 75.850 | 108.22 | 8,208.48 | |||
| 0470 | CONCRETE-CLASS B | 02555 | CUYD | 183.00 | 183.000 | 177.960 | 177.960 | 350.00 | 62,286.00 | |||
| 0480 | SIGNS | 02562 | SQFT | 4,400.00 | 4,400.000 | 4,673.200 | 4,673.200 | 9.22 | 43,086.90 | |||
| 0490 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 306.00 | 306.000 | 88.370 | 88.370 | 2.00 | 176.74 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 2,812,802.51 | 2,250,242.00 | |||
| 0510 | LANE CLOSURE | 02653 | EACH | 26.00 | 26.000 | 11.000 | 11.000 | 1,640.88 | 18,049.68 | |||
| 0520 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 25.00 | 25.000 | 26.000 | 26.000 | 2,888.18 | 75,092.68 | |||
| 0530 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 12.000 | 12.000 | 228.18 | 2,738.16 | |||
| 0540 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 40.00 | 40.000 | 68.070 | 68.070 | 87.26 | 5,939.78 | |||
| 0550 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 270,151.06 | 270,151.06 | |||
| 0560 | ARROW PANEL | 02775 | EACH | 26.00 | 26.000 | 7.000 | 7.000 | 1,074.69 | 7,522.83 | |||
| 0570 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 29.00 | 29.000 | 21.000 | 21.000 | 4,317.63 | 90,670.23 | |||
| 0580 | RELOCATE CRASH CUSHION | 02898 | EACH | 28.00 | 28.000 | 41.000 | 41.000 | 944.63 | 38,729.83 | |||
| 0590 | CONC MEDIAN BARRIER TYPE 9E | 03148 | LF | 910.00 | 910.000 | 944.000 | 944.000 | 44.70 | 42,196.80 | |||
| 0600 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 64,100.00 | 64,100.000 | 54,732.000 | 54,732.000 | 12.79 | 700,022.28 | |||
| 0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 127,552.00 | 127,552.000 | 48,525.266 | 48,525.266 | 0.83 | 40,275.97 | |||
| 0620 | TOPDRESSING FERTILIZER | 05966 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0630 | SEEDING AND PROTECTION (REVISED: 2-13-12) | 05985 | SQYD | 11,600.00 | 11,600.000 | 75,384.510 | 75,384.510 | 0.25 | 18,846.12 | |||
| 0640 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 14,340.00 | 14,340.000 | 21,059.720 | 21,059.720 | 0.16 | 3,369.55 | |||
| 0650 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 480.00 | 480.000 | 470.000 | 470.000 | 24.57 | 11,547.90 | |||
| 0660 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 238.00 | 238.000 | 249.000 | 249.000 | 24.57 | 6,117.93 | |||
| 0670 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 380,000.00 | 380,000.000 | 904,798.000 | 904,798.000 | 0.18 | 162,863.64 | |||
| 0680 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 16,400.00 | 16,400.000 | 81,426.000 | 81,426.000 | 0.50 | 40,713.00 | |||
| 0690 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 25,000.00 | 25,000.000 | 985.000 | 985.000 | 2.00 | 1,970.00 | |||
| 0700 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 25,000.00 | 25,000.000 | 10,151.000 | 10,151.000 | 1.15 | 11,673.65 | |||
| 0710 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 25,000.00 | 25,000.000 | 6,518.000 | 6,518.000 | 1.15 | 7,495.70 | |||
| 0720 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 191.00 | 191.000 | 138.000 | 138.000 | 6.00 | 828.00 | |||
| 0730 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0740 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0750 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0760 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 4,352.00 | 4,352.000 | 8,770.000 | 8,770.000 | 6.50 | 57,005.00 | |||
| 0770 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 8,632.00 | 8,632.000 | 5,963.000 | 5,963.000 | 6.50 | 38,759.50 | |||
| 0780 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,879.00 | 1,879.000 | 2,665.000 | 2,665.000 | 23.25 | 61,961.25 | |||
| 0790 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 651.00 | 651.000 | 503.000 | 503.000 | 23.25 | 11,694.75 | |||
| 0800 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 318.00 | 318.000 | 318.000 | 318.000 | 35.00 | 11,130.00 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 4.66 | 4.660 | 3.680 | 3.680 | 1,442.00 | 5,306.56 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 178.00 | 178.000 | 15.000 | 15.000 | 2.80 | 42.00 | |||
| 0830 | CRASH CUSHION TY VI CLASS C TL3 | 08904 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 0840 | TIME COMPONENT NORTHBOUND;(REVISED: 2-13-12) | 10212ND | DOLL | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0850 | TIME COMPONENT SOUTHBOUND;(REVISED: 2-13-12) | 10222ND | DOLL | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0860 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.500 | 0.500 | 49,995.78 | 24,997.89 | |||
| 0870 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 33,687.50 | 33,687.500 | 35,411.250 | 35,411.250 | 17.76 | 628,903.80 | |||
| 0880 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 2,516.00 | 2,516.000 | 2,499.000 | 2,499.000 | 8.48 | 21,191.52 | |||
| 0890 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 29.23 | 0.00 | |||
| 0900 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 91,346.17 | 91,346.17 | |||
| 0910 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 115.00 | 115.000 | 64.000 | 64.000 | 36.45 | 2,332.80 | |||
| 0920 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 385,000.00 | 385,000.000 | 379,068.000 | 379,068.000 | 0.37 | 140,255.16 | |||
| 0930 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 365.00 | 365.000 | 241.070 | 241.070 | 119.75 | 28,868.13 | |||
| 0940 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 132,027.00 | 132,027.000 | 66,825.000 | 66,825.000 | 0.27 | 18,042.75 | |||
| 0950 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 86,110.00 | 86,110.000 | 44,037.000 | 44,037.000 | 0.27 | 11,889.99 | |||
| 0960 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 23,795.00 | 23,795.000 | 10,910.000 | 10,910.000 | 0.50 | 5,455.00 | |||
| 0970 | UTILITY LINE HANGER FOR BRIDGES | 24458EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 3710 | STANDARD CURB AND GUTTER (ADDED: 2-21-12) | 01810 | LF | 58.00 | 58.000 | 56.000 | 56.000 | 27.90 | 1,562.40 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0002 PAVING | |||||||
| 0980 | DGA BASE | 00001 | TON | 109,179.00 | 109,179.000 | 120,619.930 | 120,619.930 | 20.15 | 2,430,491.58 | |||
| 0990 | CRUSHED STONE BASE | 00003 | TON | 999.00 | 999.000 | 42.330 | 42.330 | 27.75 | 1,174.65 | |||
| 1000 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 399,027.00 | 399,027.000 | 395,998.290 | 395,998.290 | 2.00 | 791,996.58 | |||
| 1010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 87,917.00 | 87,917.000 | 83,172.270 | 83,172.270 | 41.82 | 3,478,264.33 | |||
| 1020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 764.60 | 764.600 | 750.270 | 750.270 | 80.79 | 60,614.31 | |||
| 1030 | ASPHALT SEAL COAT | 00103 | TON | 91.80 | 91.800 | 75.740 | 75.740 | 720.37 | 54,560.82 | |||
| 1040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 81,302.00 | 81,302.000 | 34,800.290 | 34,800.290 | 46.15 | 1,606,033.38 | |||
| 1050 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 163,912.00 | 163,912.000 | 209,984.820 | 209,984.820 | 46.64 | 9,793,692.00 | |||
| 1060 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 43,964.00 | 43,964.000 | 52,103.110 | 52,103.110 | 54.89 | 2,859,939.70 | |||
| 1070 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 8,346.00 | 8,346.000 | 7,993.330 | 7,993.330 | 60.12 | 480,558.99 | |||
| 1080 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 20,338.00 | 20,338.000 | 21,086.350 | 21,086.350 | 73.32 | 1,546,051.18 | |||
| 1090 | ASPHALT CURING SEAL | 00358 | TON | 713.00 | 713.000 | 622.690 | 622.690 | 493.93 | 307,565.27 | |||
| 1100 | ISLAND CURB AND GUTTER | 01825 | LF | 261.00 | 261.000 | 41.000 | 41.000 | 27.90 | 1,143.90 | |||
| 1110 | ISLAND INTEGRAL CURB | 01845 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 27.90 | 697.50 | |||
| 1120 | ISLAND HEADER CURB TYPE 2 (REVISED: 2-13-12) | 01891 | LF | 9,031.00 | 9,031.000 | 9,311.000 | 9,311.000 | 11.45 | 106,610.95 | |||
| 1130 | REMOVE PCC PAVEMENT | 02058 | SQYD | 375,000.00 | 375,000.000 | 382,470.370 | 382,470.370 | 7.86 | 3,006,217.10 | |||
| 1140 | REMOVE PAVEMENT | 02091 | SQYD | 5,244.00 | 5,244.000 | 5,101.830 | 5,101.830 | 14.14 | 72,139.87 | |||
| 1150 | ROADWAY EXCAVATION | 02200 | CUYD | 96,143.00 | 96,143.000 | 91,049.470 | 91,049.470 | 12.14 | 1,105,340.56 | |||
| 1160 | BACKFILLING UNDERCUT | 02235 | CUYD | 2,085.00 | 2,085.000 | 967.887 | 967.887 | 75.53 | 73,104.50 | |||
| 1170 | CEMENT | 02542 | TON | 11,710.00 | 11,710.000 | 11,735.720 | 11,735.720 | 100.00 | 1,173,572.00 | |||
| 1180 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 6,568.00 | 6,568.000 | 6,792.080 | 6,792.080 | 2.90 | 19,697.03 | |||
| 1190 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,349.00 | 4,349.000 | 93.330 | 93.330 | 3.22 | 300.52 | |||
| 1200 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 72,851.00 | 72,851.000 | 90,778.000 | 90,778.000 | 0.15 | 13,616.70 | |||
| 1210 | SAND FOR BLOTTER | 02702 | TON | 1,980.00 | 1,980.000 | 994.700 | 994.700 | 33.17 | 32,994.19 | |||
| 1220 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 1230 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 65.00 | 65.000 | 65.000 | 65.000 | 27.86 | 1,810.90 | |||
| 1240 | CONCRETE MEDIAN BARRIER TYPE 9E2 (REVISED: 2-13-12) | 24459EC | LF | 1,493.00 | 1,493.000 | 1,479.000 | 1,479.000 | 38.50 | 56,941.50 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0004 PAVING | |||||||
| 1530 | DGA BASE | 00001 | TON | 8,265.00 | 8,265.000 | 6,960.290 | 6,960.290 | 21.52 | 149,785.44 | |||
| 1540 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 30,990.00 | 30,990.000 | 26,363.920 | 26,363.920 | 2.00 | 52,727.84 | |||
| 1550 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 4,890.00 | 4,890.000 | 4,616.090 | 4,616.090 | 43.59 | 201,215.36 | |||
| 1560 | JPC PAVEMENT DRAINAGE BLANKET | 00022 | TON | 1,267.00 | 1,267.000 | 0.000 | 0.000 | 42.64 | 0.00 | |||
| 1570 | ASPHALT SEAL AGGREGATE | 00100 | TON | 65.10 | 65.100 | 28.650 | 28.650 | 117.78 | 3,374.39 | |||
| 1580 | ASPHALT SEAL COAT | 00103 | TON | 7.90 | 7.900 | 3.440 | 3.440 | 794.79 | 2,734.07 | |||
| 1590 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 121.00 | 121.000 | 0.000 | 0.000 | 63.89 | 0.00 | |||
| 1600 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 15,225.00 | 15,225.000 | 15,010.960 | 15,010.960 | 49.19 | 738,389.12 | |||
| 1610 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 3,911.00 | 3,911.000 | 4,632.130 | 4,632.130 | 58.75 | 272,137.63 | |||
| 1620 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 1,671.00 | 1,671.000 | 1,863.680 | 1,863.680 | 76.06 | 141,751.50 | |||
| 1630 | ASPHALT CURING SEAL | 00358 | TON | 50.50 | 50.500 | 18.570 | 18.570 | 493.93 | 9,172.28 | |||
| 1640 | REMOVE PCC PAVEMENT | 02058 | SQYD | 24,384.00 | 24,384.000 | 21,825.680 | 21,825.680 | 7.89 | 172,204.61 | |||
| 1650 | JPC PAVEMENT-11 IN | 02071 | SQYD | 205.00 | 205.000 | 323.770 | 323.770 | 129.77 | 42,015.63 | |||
| 1660 | JPC PAVEMENT-13 IN | 02086 | SQYD | 3,906.00 | 3,906.000 | 510.090 | 510.090 | 81.00 | 41,317.29 | |||
| 1670 | JPC PAVEMENT-13 IN SHLD | 02087 | SQYD | 2,431.00 | 2,431.000 | 1,982.110 | 1,982.110 | 77.60 | 153,811.73 | |||
| 1680 | REMOVE PAVEMENT | 02091 | SQYD | 2,065.00 | 2,065.000 | 2,007.860 | 2,007.860 | 11.33 | 22,749.05 | |||
| 1690 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 6,145.00 | 6,145.000 | 6,979.000 | 6,979.000 | 2.75 | 19,192.25 | |||
| 1700 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 5,924.00 | 5,924.000 | 8,385.000 | 8,385.000 | 2.75 | 23,058.75 | |||
| 1710 | ROADWAY EXCAVATION | 02200 | CUYD | 60,453.00 | 60,453.000 | 60,856.560 | 60,856.560 | 12.98 | 789,918.14 | |||
| 1720 | BACKFILLING UNDERCUT | 02235 | CUYD | 450.00 | 450.000 | 356.740 | 356.740 | 75.41 | 26,901.76 | |||
| 1730 | CEMENT | 02542 | TON | 724.00 | 724.000 | 1,011.540 | 1,011.540 | 100.00 | 101,154.00 | |||
| 1740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,418.00 | 1,418.000 | 1,764.350 | 1,764.350 | 2.90 | 5,116.61 | |||
| 1750 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 4,328.00 | 4,328.000 | 4,277.000 | 4,277.000 | 1.92 | 8,211.84 | |||
| 1760 | SAND FOR BLOTTER | 02702 | TON | 140.00 | 140.000 | 0.000 | 0.000 | 61.20 | 0.00 | |||
| 1770 | REPAIR CONCRETE CURB | 03302 | LF | 93.00 | 93.000 | 102.290 | 102.290 | 37.51 | 3,836.89 | |||
| 1780 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 133.00 | 133.000 | 118.000 | 118.000 | 6.00 | 708.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0005 SIGNING | |||||||
| 1790 | BARRIER MOUNTING BRACKET | 04904 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 105.00 | 210.00 | |||
| 1800 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,771.50 | 3,771.500 | 119.000 | 3,941.500 | 4,060.500 | 21.26 | 2,529.94 | 86,326.23 | |
| 1810 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 9.00 | 9.000 | 9.000 | 9.000 | 8.85 | 79.65 | |||
| 1820 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 64.00 | 64.000 | 64.000 | 64.000 | 9.81 | 627.84 | |||
| 1830 | STEEL POST TYPE 2 | 06411 | LF | 90.00 | 90.000 | 66.000 | 66.000 | 6.00 | 396.00 | |||
| 1840 | GMSS GALV STEEL TYPE C | 06441 | LB | 577.00 | 577.000 | 1,600.000 | 612.000 | 2,212.000 | 4.21 | 6,736.00 | 9,312.52 | |
| 1850 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 1860 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 1870 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.30 | 1.300 | 4.180 | 2.550 | 6.730 | 600.00 | 2,508.00 | 4,038.00 | |
| 1880 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 88.00 | 88.000 | 221.000 | 88.000 | 309.000 | 3.50 | 773.50 | 1,081.50 | |
| 1890 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 1900 | ROADWAY CROSS SECTION | 20419ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1910 | BARRIER WALL POST | 20912ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 1920 | REMOVE SIGN PANEL | 21373ND | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 150.00 | 2,550.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0006 LIGHTING | |||||||
| 1930 | POLE 30 FT MTG HT | 04700 | EACH | 39.00 | 39.000 | 39.000 | 39.000 | 943.00 | 36,777.00 | |||
| 1940 | POLE 40 FT MTG HT | 04701 | EACH | 98.00 | 98.000 | 106.000 | 106.000 | 1,083.00 | 114,798.00 | |||
| 1950 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 23,951.00 | 407,167.00 | |||
| 1960 | BRACKET 4 FT | 04720 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 150.00 | 2,700.00 | |||
| 1970 | BRACKET 8 FT | 04722 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 250.00 | 4,500.00 | |||
| 1980 | BRACKET 10 FT | 04723 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 300.00 | 9,000.00 | |||
| 1990 | BRACKET 12 FT | 04724 | EACH | 47.00 | 47.000 | 55.000 | 55.000 | 310.00 | 17,050.00 | |||
| 2000 | BRACKET 15 FT | 04725 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 325.00 | 4,550.00 | |||
| 2010 | BRACKET C | 04730 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 2020 | POLE BASE | 04740 | EACH | 98.00 | 98.000 | 106.000 | 106.000 | 500.00 | 53,000.00 | |||
| 2030 | TRANSFORMER BASE | 04750 | EACH | 125.00 | 125.000 | 133.000 | 133.000 | 325.00 | 43,225.00 | |||
| 2040 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 2050 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 11,500.00 | 46,000.00 | |||
| 2060 | HPS LUMINAIRE | 04770 | EACH | 127.00 | 127.000 | 135.000 | 135.000 | 300.00 | 40,500.00 | |||
| 2070 | HPS LUMINAIRE WALL PACK | 04771 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 2080 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 107.00 | 107.000 | 101.000 | 101.000 | 1,000.00 | 101,000.00 | |||
| 2090 | FUSED CONNECTOR KIT | 04780 | EACH | 284.00 | 284.000 | 310.000 | 310.000 | 100.00 | 31,000.00 | |||
| 2100 | CONDUIT-1 1/4 IN | 04793 | LF | 15,895.00 | 15,895.000 | 14,998.000 | 14,998.000 | 4.15 | 62,241.70 | |||
| 2110 | CONDUIT-2 IN | 04795 | LF | 4,420.00 | 4,420.000 | 6,066.000 | 6,066.000 | 5.70 | 34,576.20 | |||
| 2120 | CONDUIT-3 IN | 04797 | LF | 3,384.00 | 3,384.000 | 2,967.000 | 2,967.000 | 12.79 | 37,947.93 | |||
| 2130 | MARKER | 04800 | EACH | 58.00 | 58.000 | 53.000 | 53.000 | 225.00 | 11,925.00 | |||
| 2140 | TRENCHING AND BACKFILLING | 04820 | LF | 38,420.00 | 38,420.000 | 37,081.000 | 37,081.000 | 3.00 | 111,243.00 | |||
| 2150 | WIRE-NO. 12 | 04832 | LF | 21,399.00 | 21,399.000 | 18,891.000 | 18,891.000 | 0.45 | 8,500.95 | |||
| 2160 | WIRE-NO. 8 | 04833 | LF | 57,597.00 | 57,597.000 | 58,856.000 | 58,856.000 | 0.92 | 54,147.52 | |||
| 2170 | WIRE-NO. 6 | 04834 | LF | 20,910.00 | 20,910.000 | 20,379.000 | 20,379.000 | 1.15 | 23,435.85 | |||
| 2180 | WIRE-NO. 4 | 04835 | LF | 6,300.00 | 6,300.000 | 18,714.000 | 18,714.000 | 1.51 | 28,258.14 | |||
| 2190 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 2,120.00 | 2,120.000 | 2,074.000 | 2,074.000 | 2.90 | 6,014.60 | |||
| 2200 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,570.00 | 3,570.000 | 3,412.000 | 3,412.000 | 2.55 | 8,700.60 | |||
| 2210 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 17,466.00 | 17,466.000 | 14,518.000 | 14,518.000 | 4.74 | 68,815.32 | |||
| 2220 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 15,137.00 | 15,137.000 | 12,450.000 | 12,450.000 | 6.31 | 78,559.50 | |||
| 2230 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 75,000.00 | 71,250.00 | |||
| 2240 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 44.00 | 44.000 | 43.000 | 43.000 | 805.00 | 34,615.00 | |||
| 2250 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,284.00 | 11,556.00 | |||
| 2260 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 900.00 | 10,800.00 | |||
| 2270 | BORE AND JACK CONDUIT | 21543EN | LF | 4,104.00 | 4,104.000 | 2,617.000 | 2,617.000 | 15.00 | 39,255.00 | |||
| 2280 | SPLICE BOX 8 X 6 X 4 IN | 21563NN | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 2290 | CABLE-NO. 1/3C DUCTED | 22928EN | LF | 3,612.00 | 3,612.000 | 0.000 | 0.000 | 8.73 | 0.00 | |||
| 2300 | POLE BASE-HIGH MAST | 23161EN | CUYD | 164.83 | 164.830 | 158.445 | 158.445 | 250.00 | 39,611.25 | |||
| 8004 | SOLAR POWERED NAV LIGHTING SYSTEM | 23366EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 139,939.99 | 139,939.99 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0007 SIGNALIZATION | |||||||
| 2310 | JUNCTION BOX TYPE B | 04811 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 2320 | LOOP WIRE | 04830 | LF | 3,575.00 | 3,575.000 | 3,238.000 | 3,238.000 | 0.25 | 809.50 | |||
| 2330 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,100.00 | 2,100.000 | 1,587.000 | 1,587.000 | 1.00 | 1,587.00 | |||
| 2340 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,375.00 | 1,375.000 | 1,224.000 | 1,224.000 | 8.00 | 9,792.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0008 TRAFFIC LOOPS | |||||||
| 2350 | CONDUIT-1 1/4 IN | 04793 | LF | 60.00 | 60.000 | 140.000 | 140.000 | 4.15 | 581.00 | |||
| 2360 | CONDUIT-2 IN | 04795 | LF | 540.00 | 540.000 | 358.000 | 358.000 | 5.70 | 2,040.60 | |||
| 2370 | TRENCHING AND BACKFILLING | 04820 | LF | 580.00 | 580.000 | 388.000 | 388.000 | 3.00 | 1,164.00 | |||
| 2380 | PIEZOELECTRIC SENSOR | 04829 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 2,000.00 | 100,000.00 | |||
| 2390 | LOOP WIRE | 04830 | LF | 25,310.00 | 25,310.000 | 19,400.000 | 19,400.000 | 0.25 | 4,850.00 | |||
| 2400 | LOOP SAW SLOT AND FILL | 04895 | LF | 4,370.00 | 4,370.000 | 4,402.000 | 4,402.000 | 10.00 | 44,020.00 | |||
| 2410 | GALVANIZED STEEL CABINET | 20359NN | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 2420 | WOOD POST | 20360ES818 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 2430 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 805.00 | 9,660.00 | |||
| 2440 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,284.00 | 0.00 | |||
| 2450 | BORE AND JACK CONDUIT | 21543EN | LF | 120.00 | 120.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0009 BRIDGE | |||||||
| 2460 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 105.00 | 105.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 2470 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 40.80 | 40.800 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2480 | CONCRETE-CLASS B | 02555 | CUYD | 5.40 | 5.400 | 4.522 | 4.522 | 700.00 | 3,165.40 | |||
| 2490 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 105.00 | 105.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2500 | MASONRY COATING | 02998 | SQYD | 500.00 | 500.000 | 500.000 | 500.000 | 12.00 | 6,000.00 | |||
| 2510 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 37.00 | 37.000 | 37.000 | 37.000 | 90.00 | 3,330.00 | |||
| 2520 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 230.00 | 230.000 | 225.340 | 225.340 | 35.00 | 7,886.90 | |||
| 2530 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 135.00 | 135.000 | 147.700 | 147.700 | 35.00 | 5,169.50 | |||
| 2540 | TEST PILES | 08033 | LF | 140.00 | 140.000 | 157.684 | 157.684 | 55.00 | 8,672.62 | |||
| 2550 | PILES-STEEL HP12X53 | 08046 | LF | 1,140.00 | 1,140.000 | 1,285.578 | 1,285.578 | 55.00 | 70,706.79 | |||
| 2560 | PILE POINTS-12 IN | 08094 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 150.00 | 6,600.00 | |||
| 2570 | CONCRETE-CLASS A | 08100 | CUYD | 144.20 | 144.200 | 144.200 | 144.200 | 550.00 | 79,310.00 | |||
| 2580 | CONCRETE-CLASS AA | 08104 | CUYD | 125.80 | 125.800 | 125.800 | 125.800 | 800.00 | 100,640.00 | |||
| 2590 | STEEL REINFORCEMENT | 08150 | LB | 18,074.00 | 18,074.000 | 18,074.000 | 18,074.000 | 1.20 | 21,688.80 | |||
| 2600 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 37,534.00 | 37,534.000 | 37,534.000 | 37,534.000 | 1.25 | 46,917.50 | |||
| 2610 | EPOXY SAND SLURRY | 08504 | SQYD | 85.00 | 85.000 | 23.720 | 23.720 | 15.00 | 355.80 | |||
| 2620 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 12.00 | 12.000 | 14.000 | 14.000 | 1,250.00 | 17,500.00 | |||
| 2630 | BLAST CLEANING | 08549 | SQYD | 430.00 | 430.000 | 430.000 | 430.000 | 10.00 | 4,300.00 | |||
| 2640 | MACHINE PREP OF SLAB | 08551 | SQYD | 345.00 | 345.000 | 345.000 | 345.000 | 8.00 | 2,760.00 | |||
| 2650 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 315.80 | 315.800 | 315.500 | 315.500 | 450.00 | 141,975.00 | |||
| 2660 | RAIL SYSTEM TYPE III | 21532ED | LF | 160.50 | 160.500 | 160.500 | 160.500 | 60.00 | 9,630.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0010 BRIDGE | |||||||
| 2670 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 675.00 | 45,225.00 | |||
| 2680 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 850.00 | 56,950.00 | |||
| 2690 | EPOXY SAND SLURRY | 08504 | SQYD | 354.00 | 354.000 | 177.000 | 177.000 | 15.00 | 2,655.00 | |||
| 2700 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2710 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 77.00 | 77.000 | 77.000 | 77.000 | 1,250.00 | 96,250.00 | |||
| 2720 | BLAST CLEANING | 08549 | SQYD | 2,504.00 | 2,504.000 | 2,504.000 | 2,504.000 | 10.00 | 25,040.00 | |||
| 2730 | HYDRODEMOLITION | 08550 | SQYD | 2,204.00 | 2,204.000 | 2,204.000 | 2,204.000 | 45.00 | 99,180.00 | |||
| 2740 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 15.40 | 15.400 | 8.593 | 8.593 | 1,000.00 | 8,593.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0011 BRIDGE | |||||||
| 2750 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 675.00 | 45,225.00 | |||
| 2760 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 850.00 | 56,950.00 | |||
| 2770 | EPOXY SAND SLURRY | 08504 | SQYD | 354.00 | 354.000 | 137.760 | 137.760 | 15.00 | 2,066.40 | |||
| 2780 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2790 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 77.00 | 77.000 | 77.000 | 77.000 | 1,250.00 | 96,250.00 | |||
| 2800 | BLAST CLEANING | 08549 | SQYD | 2,504.00 | 2,504.000 | 2,504.000 | 2,504.000 | 10.00 | 25,040.00 | |||
| 2810 | HYDRODEMOLITION | 08550 | SQYD | 2,204.00 | 2,204.000 | 2,204.000 | 2,204.000 | 45.00 | 99,180.00 | |||
| 2820 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 15.40 | 15.400 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0012 BRIDGE | |||||||
| 2830 | REM AND REPLACE BRIDGE CHAIN LINK FENCE | 24424EC | LF | 604.00 | 604.000 | 614.000 | 614.000 | 96.00 | 58,944.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0013 BRIDGE | |||||||
| 2840 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 675.00 | 17,550.00 | |||
| 2850 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 850.00 | 22,100.00 | |||
| 2860 | EPOXY SAND SLURRY | 08504 | SQYD | 209.00 | 209.000 | 54.200 | 54.200 | 15.00 | 813.00 | |||
| 2870 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2880 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 19.00 | 19.000 | 19.000 | 19.000 | 1,250.00 | 23,750.00 | |||
| 2890 | BLAST CLEANING | 08549 | SQYD | 721.00 | 721.000 | 721.000 | 721.000 | 10.00 | 7,210.00 | |||
| 2900 | HYDRODEMOLITION | 08550 | SQYD | 546.00 | 546.000 | 546.000 | 546.000 | 45.00 | 24,570.00 | |||
| 2910 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 3.80 | 3.800 | 12.130 | 12.130 | 1,000.00 | 12,130.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0014 BRIDGE | |||||||
| 2920 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 675.00 | 53,325.00 | |||
| 2930 | EPOXY SAND SLURRY | 08504 | SQYD | 307.00 | 307.000 | 153.500 | 153.500 | 15.00 | 2,302.50 | |||
| 2940 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 7.00 | 7.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2950 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 67.00 | 67.000 | 67.000 | 67.000 | 1,250.00 | 83,750.00 | |||
| 2960 | BLAST CLEANING | 08549 | SQYD | 2,168.00 | 2,168.000 | 2,168.000 | 2,168.000 | 10.00 | 21,680.00 | |||
| 2970 | HYDRODEMOLITION | 08550 | SQYD | 1,913.00 | 1,913.000 | 1,913.000 | 1,913.000 | 45.00 | 86,085.00 | |||
| 2980 | JOINT SEAL REPLACEMENT | 23386EC | LF | 79.00 | 79.000 | 79.000 | 79.000 | 100.00 | 7,900.00 | |||
| 2990 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 13.40 | 13.400 | 7.750 | 7.750 | 1,000.00 | 7,750.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0015 BRIDGE | |||||||
| 3000 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 675.00 | 53,325.00 | |||
| 3010 | EPOXY SAND SLURRY | 08504 | SQYD | 307.00 | 307.000 | 119.550 | 119.550 | 15.00 | 1,793.25 | |||
| 3020 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 7.00 | 7.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3030 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 67.00 | 67.000 | 67.000 | 67.000 | 1,250.00 | 83,750.00 | |||
| 3040 | BLAST CLEANING | 08549 | SQYD | 2,168.00 | 2,168.000 | 2,168.000 | 2,168.000 | 10.00 | 21,680.00 | |||
| 3050 | HYDRODEMOLITION | 08550 | SQYD | 1,913.00 | 1,913.000 | 1,913.000 | 1,913.000 | 45.00 | 86,085.00 | |||
| 3060 | JOINT SEAL REPLACEMENT | 23386EC | LF | 79.00 | 79.000 | 79.000 | 79.000 | 100.00 | 7,900.00 | |||
| 3070 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 13.40 | 13.400 | 18.400 | 18.400 | 1,000.00 | 18,400.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0016 BRIDGE | |||||||
| 3080 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 650.00 | 40,300.00 | |||
| 3090 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 850.00 | 52,700.00 | |||
| 3100 | EPOXY SAND SLURRY | 08504 | SQYD | 217.00 | 217.000 | 108.500 | 108.500 | 15.00 | 1,627.50 | |||
| 3110 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3120 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 53.50 | 53.500 | 53.500 | 53.500 | 1,250.00 | 66,875.00 | |||
| 3130 | BLAST CLEANING | 08549 | SQYD | 1,720.00 | 1,720.000 | 1,720.000 | 1,720.000 | 10.00 | 17,200.00 | |||
| 3140 | HYDRODEMOLITION | 08550 | SQYD | 1,539.00 | 1,539.000 | 1,539.000 | 1,539.000 | 45.00 | 69,255.00 | |||
| 3150 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 10.70 | 10.700 | 24.507 | 24.507 | 1,000.00 | 24,507.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0017 BRIDGE | |||||||
| 3160 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 650.00 | 40,300.00 | |||
| 3170 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 850.00 | 52,700.00 | |||
| 3180 | EPOXY SAND SLURRY | 08504 | SQYD | 217.00 | 217.000 | 84.570 | 84.570 | 15.00 | 1,268.55 | |||
| 3190 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3200 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 53.50 | 53.500 | 53.500 | 53.500 | 1,250.00 | 66,875.00 | |||
| 3210 | BLAST CLEANING | 08549 | SQYD | 1,720.00 | 1,720.000 | 1,720.000 | 1,720.000 | 10.00 | 17,200.00 | |||
| 3220 | HYDRODEMOLITION | 08550 | SQYD | 1,539.00 | 1,539.000 | 1,539.000 | 1,539.000 | 45.00 | 69,255.00 | |||
| 3230 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 10.70 | 10.700 | 4.120 | 4.120 | 1,000.00 | 4,120.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0018 BRIDGE | |||||||
| 3240 | JOINT SEAL REPLACEMENT | 23386EC | LF | 339.00 | 339.000 | 339.000 | 339.000 | 100.00 | 33,900.00 | |||
| 3250 | SEAL CRACKS BRIDGE DECK B00056L | 24438EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 3260 | SEAL BRIDGE DECK B00056L | 24439EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0019 BRIDGE | |||||||
| 3270 | JOINT SEAL REPLACEMENT | 23386EC | LF | 432.00 | 432.000 | 432.000 | 432.000 | 100.00 | 43,200.00 | |||
| 3280 | SEAL CRACKS BRIDGE DECK B00056R | 24438EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 3290 | SEAL BRIDGE DECK B00056R | 24439EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0020 BRIDGE | |||||||
| 3300 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 625.00 | 15,000.00 | |||
| 3310 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 675.00 | 32,400.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0021 BRIDGE | |||||||
| 3320 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 53.00 | 53.000 | 53.000 | 53.000 | 675.00 | 35,775.00 | |||
| 3330 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 850.00 | 64,600.00 | |||
| 3340 | EPOXY SAND SLURRY | 08504 | SQYD | 440.00 | 440.000 | 220.000 | 220.000 | 15.00 | 3,300.00 | |||
| 3350 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3360 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 248.00 | 248.000 | 248.000 | 248.000 | 1,250.00 | 310,000.00 | |||
| 3370 | BLAST CLEANING | 08549 | SQYD | 3,609.00 | 3,609.000 | 3,609.000 | 3,609.000 | 10.00 | 36,090.00 | |||
| 3380 | HYDRODEMOLITION | 08550 | SQYD | 3,244.00 | 3,244.000 | 3,244.000 | 3,244.000 | 45.00 | 145,980.00 | |||
| 3390 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 49.60 | 49.600 | 27.771 | 27.771 | 1,000.00 | 27,771.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0022 BRIDGE | |||||||
| 3400 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 675.00 | 37,800.00 | |||
| 3410 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 850.00 | 46,750.00 | |||
| 3420 | EPOXY SAND SLURRY | 08504 | SQYD | 440.00 | 440.000 | 195.570 | 195.570 | 15.00 | 2,933.55 | |||
| 3430 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 14.00 | 14.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3440 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 199.00 | 199.000 | 199.000 | 199.000 | 1,250.00 | 248,750.00 | |||
| 3450 | BLAST CLEANING | 08549 | SQYD | 2,972.00 | 2,972.000 | 2,972.000 | 2,972.000 | 10.00 | 29,720.00 | |||
| 3460 | HYDRODEMOLITION | 08550 | SQYD | 2,607.00 | 2,607.000 | 2,607.000 | 2,607.000 | 45.00 | 117,315.00 | |||
| 3470 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 39.80 | 39.800 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0023 BRIDGE | |||||||
| 3480 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 204.00 | 204.000 | 204.000 | 204.000 | 625.00 | 127,500.00 | |||
| 3490 | EPOXY SAND SLURRY | 08504 | SQYD | 1,300.00 | 1,300.000 | 650.000 | 650.000 | 15.00 | 9,750.00 | |||
| 3500 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 41.00 | 41.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3510 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 411.00 | 411.000 | 411.000 | 411.000 | 1,250.00 | 513,750.00 | |||
| 3520 | BLAST CLEANING | 08549 | SQYD | 8,483.00 | 8,483.000 | 8,483.000 | 8,483.000 | 10.00 | 84,830.00 | |||
| 3530 | HYDRODEMOLITION | 08550 | SQYD | 7,403.00 | 7,403.000 | 7,403.000 | 7,403.000 | 45.00 | 333,135.00 | |||
| 3540 | JOINT SEAL REPLACEMENT | 23386EC | LF | 51.00 | 51.000 | 51.000 | 51.000 | 100.00 | 5,100.00 | |||
| 3550 | CLEAN DEBRIS FROM LOWER CHORD B00039L | 23622EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 3560 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 82.00 | 82.000 | 58.139 | 58.139 | 1,000.00 | 58,139.00 | |||
| 3570 | EXPAN JOINT REPLACE 5 1/2 IN 5 1/2 | 24456EC | LF | 51.00 | 51.000 | 51.000 | 51.000 | 800.00 | 40,800.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0024 BRIDGE | |||||||
| 3580 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 204.00 | 204.000 | 204.000 | 204.000 | 625.00 | 127,500.00 | |||
| 3590 | EPOXY SAND SLURRY | 08504 | SQYD | 1,300.00 | 1,300.000 | 577.770 | 577.770 | 15.00 | 8,666.55 | |||
| 3600 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 41.00 | 41.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 3610 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 411.00 | 411.000 | 411.000 | 411.000 | 1,250.00 | 513,750.00 | |||
| 3620 | BLAST CLEANING | 08549 | SQYD | 8,483.00 | 8,483.000 | 8,483.000 | 8,483.000 | 10.00 | 84,830.00 | |||
| 3630 | HYDRODEMOLITION | 08550 | SQYD | 7,403.00 | 7,403.000 | 7,403.000 | 7,403.000 | 45.00 | 333,135.00 | |||
| 3640 | JOINT SEAL REPLACEMENT | 23386EC | LF | 51.00 | 51.000 | 51.000 | 51.000 | 100.00 | 5,100.00 | |||
| 3650 | CLEAN DEBRIS FROM LOWER CHORD B00039R | 23622EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 3660 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 82.00 | 82.000 | 2.750 | 2.750 | 1,000.00 | 2,750.00 | |||
| 3670 | EXPAN JOINT REPLACE 5 1/2 IN 5 1/2 | 24456EC | LF | 51.00 | 51.000 | 51.000 | 51.000 | 800.00 | 40,800.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0025 BRIDGE | |||||||
| 3680 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 283.00 | 283.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE01904711202 | Fed/State Project Number | IM NH 4714(034) | Category | 0026 DEMOB AND MOB | |||||||
| 3690 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,410,000.00 | 2,410,000.00 | |||
| 3700 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 725,000.00 | 0.00 | |||
| SUBTOT | $12,547.44 |
$49,484,459.86 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2650-1-0I |
Precast PC Box Beam SB33 | FT |
315.80 | 0014 | $186.143950 | $58,784.26 | ||||||
1950-1-0I |
POLE 120' HIGH MAST W/ LOWERING DEVICE | EACH |
9.00 | 0020 | $4187.065720 | $37,683.59 | ||||||
2080-1-0I |
HPS LUMINAIRE HIGH MAST 1000W | EACH |
53.00 | 0020 | $721.515500 | $38,240.32 | ||||||
2380-1-0I |
PIEZOELECTRIC SENSOR | EACH |
26.00 | 0020 | $616.854000 | $16,038.20 | ||||||
1940-1-0I |
POLE 40 FT MTG HT | EACH |
49.00 | 0021 | $520.579260 | $25,508.38 | ||||||
2030-1-0I |
TRANSFORMER BASE | EACH |
61.00 | 0021 | $199.272000 | $12,155.59 | ||||||
2650-1-0A |
Precast PC Box Beam SB33 | FT |
315.50 | 0030 | $186.143950 | $-58,728.42 | ||||||
1940-1-0A |
POLE 40 FT MTG HT | EACH |
18.00 | 0032 | $520.579260 | $-9,370.43 | ||||||
2030-1-0A |
TRANSFORMER BASE | EACH |
25.00 | 0032 | $199.272000 | $-4,981.80 | ||||||
1950-1-0A |
POLE 120' HIGH MAST W/ LOWERING DEVICE | EACH |
5.00 | 0033 | $4187.065720 | $-20,935.33 | ||||||
2080-1-0A |
HPS LUMINAIRE HIGH MAST 1000W | EACH |
6.00 | 0033 | $721.515500 | $-4,329.09 | ||||||
1940-1-0A |
POLE 40 FT MTG HT | EACH |
6.00 | 0034 | $520.579260 | $-3,123.48 | ||||||
2030-1-0A |
TRANSFORMER BASE | EACH |
3.00 | 0034 | $199.272000 | $-597.82 | ||||||
1940-1-0A |
POLE 40 FT MTG HT | EACH |
25.00 | 0035 | $520.579260 | $-13,014.48 | ||||||
1950-1-0A |
POLE 120' HIGH MAST W/ LOWERING DEVICE | EACH |
3.00 | 0035 | $4187.065720 | $-12,561.20 | ||||||
2030-1-0A |
TRANSFORMER BASE | EACH |
33.00 | 0035 | $199.272000 | $-6,575.97 | ||||||
2080-1-0A |
HPS LUMINAIRE HIGH MAST 1000W | EACH |
29.00 | 0035 | $721.515500 | $-20,923.95 | ||||||
2080-1-0A |
HPS LUMINAIRE HIGH MAST 1000W | EACH |
12.00 | 0036 | $721.515500 | $-8,658.19 | ||||||
2380-1-0A |
PIEZOELECTRIC SENSOR | EACH |
26.00 | 0039 | $616.854000 | $-16,038.20 | ||||||
| SUBTOT | $8,571.98 |
|||||||||||