|
Report_Id: 101059 Est NO 0021 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101059 | Estimate Number | 0021 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Pennington, Scott D. P.E. | ||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | ADDR SN 0 VC Code VC0000132861 | |||||
| 11641 MOSTELLER RD | |||||||
| CINCINNATI , OH , 45241 | |||||||
| Pay Period | 12/02/2011 TO 12/15/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE019027510W1 | ||||||
| Project No. | IM 2759(117), IM 2759(119), IM 2759(117), IM 2759(119), IM 2759(121) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | COVINGTON-CINCINNATI ROAD (I-275) | ||||||
| Description | REPAIR AND GRIND PAVEMENT AND INSTALL HTC MEDIAN BARRIER ON I-275 IN KENTON AND CAMPBELL COUNTIES | ||||||
| Date Let | 12/10/2010 | Formal Acceptance | |||||
| Date Awarded | 12/28/2010 | Date Work Began | 03/15/2011 | ||||
| Date Contract Executed | 01/31/2011 | Open To Traffic | |||||
| Date NTP Issued | 01/31/2011 | Actual Completion Date | |||||
| Current Contract Amount | $15,087,889.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,087,889.49 |
Total Earnings | $14,572,232.11 |
$14,492,675.11 |
$79,557.00 |
|
| Percent Complete | 96.79 |
Stockpiled Materials | $31,034.52 |
$31,034.52 |
$0.00 |
|
| Funds Available | $484,622.86 |
Gross Earnings | $14,603,266.63 |
$14,523,709.63 |
$79,557.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,603,266.63 |
$14,523,709.63 |
$79,557.00 |
|||
| Contract Id | 101059 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0021 | Project Number | IM 2759(117), IM 2759(119), IM 2759(117), IM 2759(119), IM 2759(121) | |||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | Period | 12/02/2011 TO 12/15/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ACCOUNTING ADJUSTMENT PO LINES 1-5 | Approved | 04/11/2011 | $0.00 | 0.0 | |||||
| 002 | Water Blasting, Temp Striping & Shotcrete | Pending | 0 | $348,150.00 | 8.0 | |||||
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 | 101059 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | JPGL JPC PAVEMENT REPAIRS - GUARDRAIL INSTALL | TRANSPORTATION CABINET |
Primary Project Number | DE019027510W1 | ||||||
| Estimate Nbr | 0021 | Period | 12/02/2011 TO 12/15/2011 | |||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | |||||||||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0001 ROADWAY CAMPBELL COUNTY | |||||||
| 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 | DGA BASE | 00001 | TON | 2,795.00 | 2,795.000 | 2,672.570 | 2,672.570 | 20.22 | 54,039.36 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 15,385.00 | 15,385.000 | 15,433.620 | 15,433.620 | 5.46 | 84,267.56 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 112.00 | 112.000 | 61.800 | 61.800 | 47.49 | 2,934.88 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.60 | 13.600 | 6.678 | 6.678 | 796.52 | 5,319.16 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 15.50 | 15.500 | 3.200 | 3.200 | 576.09 | 1,843.48 | |||
| 0060 | STORM SEWER PIPE-15 IN | 00521 | LF | 166.00 | 166.000 | 166.000 | 166.000 | 79.16 | 13,140.56 | |||
| 0070 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,165.99 | 2,165.99 | |||
| 0080 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,545.37 | 2,545.37 | |||
| 0090 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,165.99 | 2,165.99 | |||
| 0100 | ISLAND INTEGRAL CURB | 01845 | LF | 933.00 | 933.000 | 983.000 | 983.000 | 10.00 | 9,830.00 | |||
| 0110 | REMOVE CURB | 01904 | LF | 515.00 | 515.000 | 515.000 | 515.000 | 6.59 | 3,393.85 | |||
| 0120 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 137.00 | 137.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0130 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0140 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 165.00 | 165.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0150 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 165.00 | 165.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 439.04 | 2,195.20 | |||
| 0170 | REMOVE PCC PAVEMENT | 02058 | SQYD | 12,915.00 | 12,915.000 | 12,860.810 | 12,860.810 | 11.49 | 147,770.70 | |||
| 0180 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 26,070.00 | 26,070.000 | 18,422.580 | 18,422.580 | 2.92 | 53,793.93 | |||
| 0190 | JPC PAVEMENT-11 IN | 02071 | SQYD | 10,551.00 | 10,551.000 | 10,531.910 | 10,531.910 | 60.00 | 631,914.60 | |||
| 0200 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 4,834.00 | 4,834.000 | 4,836.550 | 4,836.550 | 52.50 | 253,918.87 | |||
| 0210 | JPC PAVEMENT-13 IN | 02086 | SQYD | 144.00 | 144.000 | 116.370 | 116.370 | 110.00 | 12,800.70 | |||
| 0220 | JPC PAVEMENT-13 IN SHLD | 02087 | SQYD | 59.00 | 59.000 | 24.920 | 24.920 | 135.00 | 3,364.20 | |||
| 0230 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 14,430.00 | 14,430.000 | 10,036.000 | 10,036.000 | 1.15 | 11,541.40 | |||
| 0240 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 15,226.00 | 15,226.000 | 14,146.000 | 14,146.000 | 1.15 | 16,267.90 | |||
| 0250 | EMBANKMENT IN PLACE | 02230 | CUYD | 507.00 | 507.000 | 590.700 | 590.700 | 33.87 | 20,007.00 | |||
| 0260 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 187.50 | 187.500 | 12.500 | 12.500 | 25.00 | 312.50 | |||
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,100.00 | 12,600.00 | |||
| 0280 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 0310 | REMOVE GUARDRAIL | 02381 | LF | 6,214.00 | 6,214.000 | 6,650.000 | 6,650.000 | 1.00 | 6,650.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0330 | CEMENT | 02542 | TON | 301.00 | 301.000 | 367.740 | 367.740 | 100.00 | 36,774.00 | |||
| 0340 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 566.560 | 566.560 | 16.22 | 9,189.60 | |||
| 0341 | DITCHING AND SHOULDERING | 02575 | LF | 3,276.00 | 3,276.000 | 0.000 | 0.000 | 5.91 | 0.00 | |||
| 0350 | MAINTAIN & CONTROL TRAFFIC IM 2759(117) CAMPBELL CO. | 02650 | LS | 1.00 | 1.000 | 0.940 | 0.940 | 589,695.69 | 554,313.94 | |||
| 0360 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 1,710.29 | 11,972.03 | |||
| 0370 | SAFELOADING | 02690 | CUYD | 3.00 | 3.000 | 3.000 | 3.000 | 436.90 | 1,310.70 | |||
| 0380 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 32.500 | 32.500 | 2.80 | 91.00 | |||
| 0390 | SAND FOR BLOTTER | 02702 | TON | 39.00 | 39.000 | 15.200 | 15.200 | 10.10 | 153.52 | |||
| 0400 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 268.02 | 0.00 | |||
| 0410 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 61.12 | 0.00 | |||
| 0420 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0430 | STAKING IM 2759(117) CAMPBELL CO. | 02726 | LS | 1.00 | 1.000 | 0.940 | 0.940 | 49,844.63 | 46,853.95 | |||
| 0440 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,410.26 | 2,820.52 | |||
| 0450 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 9,217.38 | 9,217.38 | |||
| 0460 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,693.67 | 3,387.34 | |||
| 0470 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,200.00 | 1,200.000 | 680.000 | 680.000 | 13.13 | 8,928.40 | |||
| 0480 | CLEAN ROADWAY DRAINS | 03260 | EACH | 6.00 | 6.000 | 6.000 | 0.000 | 6.000 | 1,746.86 | 10,481.16 | 10,481.16 | |
| 0490 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 1,308.450 | 1,308.450 | 1.00 | 1,308.45 | |||
| 0500 | SEEDING AND PROTECTION | 05985 | SQYD | 15,000.00 | 15,000.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0510 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 71.00 | 71.000 | 10.000 | 10.000 | 30.00 | 300.00 | |||
| 0520 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 91.00 | 91.000 | 36.000 | 36.000 | 30.00 | 1,080.00 | |||
| 0530 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 20,000.00 | 20,000.000 | 44,223.000 | 44,223.000 | 0.18 | 7,960.14 | |||
| 0540 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,000.00 | 2,000.000 | 840.000 | 840.000 | 2.75 | 2,310.00 | |||
| 0550 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 6,864.500 | 6,864.500 | 1.50 | 10,296.75 | |||
| 0560 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 1,995.000 | 1,995.000 | 1.50 | 2,992.50 | |||
| 0570 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 40.00 | 40.000 | 36.000 | 36.000 | 7.25 | 261.00 | |||
| 0580 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 85.00 | 510.00 | |||
| 0590 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 199.00 | 199.000 | 79.000 | 79.000 | 26.05 | 2,057.95 | |||
| 0600 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 113.00 | 113.000 | 75.000 | 75.000 | 26.05 | 1,953.75 | |||
| 0610 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,328.00 | 2,328.000 | 8.930 | 8.930 | 1.00 | 8.93 | |||
| 0620 | REMOVE ASPHALT SHOULDER | 20412ED | SQYD | 1,986.00 | 1,986.000 | 2,908.990 | 2,908.990 | 5.75 | 16,726.69 | |||
| 0630 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,962.50 | 3,962.500 | 3,650.000 | 3,650.000 | 15.90 | 58,035.00 | |||
| 0640 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 9,185.00 | 9,185.000 | 10,366.000 | 10,366.000 | 0.23 | 2,384.18 | |||
| 0650 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 9,188.00 | 9,188.000 | 6,072.000 | 6,072.000 | 0.24 | 1,457.28 | |||
| 0660 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 2,126.00 | 2,126.000 | 1,236.000 | 1,236.000 | 0.75 | 927.00 | |||
| 0670 | REMOVE AND RESET CRASH CUSHION | 23624EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8001 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0002 BRIDGE B00048L | |||||||
| 0680 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 189.00 | 189.000 | 187.000 | 187.000 | 560.00 | 104,720.00 | |||
| 0690 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 63.00 | 63.000 | 62.000 | 62.000 | 635.00 | 39,370.00 | |||
| 0700 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 63.00 | 63.000 | 61.000 | 61.000 | 600.00 | 36,600.00 | |||
| 0710 | EPOXY SAND SLURRY | 08504 | SQYD | 310.00 | 310.000 | 62.420 | 62.420 | 22.00 | 1,373.24 | |||
| 0720 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0730 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 60.00 | 60.000 | 151.600 | 151.600 | 1,100.00 | 166,760.00 | |||
| 0740 | BLAST CLEANING | 08549 | SQYD | 1,870.00 | 1,870.000 | 1,621.980 | 1,621.980 | 3.00 | 4,865.94 | |||
| 0750 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,622.00 | 1,622.000 | 1,621.980 | 1,621.980 | 7.00 | 11,353.86 | |||
| 0760 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 634.00 | 634.000 | 638.000 | 638.000 | 150.00 | 95,700.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0003 BRIDGE B00048R | |||||||
| 0770 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 232.40 | 232.400 | 232.900 | 232.900 | 560.00 | 130,424.00 | |||
| 0780 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 77.30 | 77.300 | 77.580 | 77.580 | 635.00 | 49,263.30 | |||
| 0790 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 600.00 | 46,200.00 | |||
| 0800 | EPOXY SAND SLURRY | 08504 | SQYD | 300.00 | 300.000 | 62.660 | 62.660 | 22.00 | 1,378.52 | |||
| 0810 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0820 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 70.00 | 70.000 | 179.860 | 179.860 | 1,100.00 | 197,846.00 | |||
| 0830 | BLAST CLEANING | 08549 | SQYD | 2,040.00 | 2,040.000 | 1,916.700 | 1,916.700 | 3.00 | 5,750.10 | |||
| 0840 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,918.00 | 1,918.000 | 1,916.700 | 1,916.700 | 7.00 | 13,416.90 | |||
| 0850 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 628.00 | 628.000 | 628.000 | 628.000 | 150.00 | 94,200.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0004 BRIDGE B00074N | |||||||
| 0860 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 112.00 | 112.000 | 112.000 | 112.000 | 560.00 | 62,720.00 | |||
| 0870 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 600.00 | 15,000.00 | |||
| 0880 | EPOXY SAND SLURRY | 08504 | SQYD | 290.00 | 290.000 | 59.100 | 59.100 | 22.00 | 1,300.20 | |||
| 0890 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0900 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 31.00 | 31.000 | 52.910 | 52.910 | 1,100.00 | 58,201.00 | |||
| 0910 | BLAST CLEANING | 08549 | SQYD | 962.00 | 962.000 | 732.300 | 732.300 | 3.00 | 2,196.90 | |||
| 0920 | MACHINE PREP OF SLAB | 08551 | SQYD | 733.00 | 733.000 | 732.300 | 732.300 | 7.00 | 5,126.10 | |||
| 0930 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 601.00 | 601.000 | 601.000 | 601.000 | 150.00 | 90,150.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0005 SIGNALIZATION (119) | |||||||
| 0940 | CONDUIT-1 1/4 IN | 04793 | LF | 30.00 | 30.000 | 54.000 | 54.000 | 4.83 | 260.82 | |||
| 0950 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0960 | TRENCHING AND BACKFILLING | 04820 | LF | 25.00 | 25.000 | 54.000 | 54.000 | 3.50 | 189.00 | |||
| 0970 | LOOP WIRE | 04830 | LF | 614.00 | 614.000 | 1,492.000 | 1,492.000 | 0.50 | 746.00 | |||
| 0980 | CABLE-NO. 14/5C | 04844 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0990 | CABLE-NO. 14/1 PAIR | 04850 | LF | 440.00 | 440.000 | 215.000 | 215.000 | 1.25 | 268.75 | |||
| 1000 | LOOP SAW SLOT AND FILL | 04895 | LF | 231.00 | 231.000 | 484.000 | 484.000 | 10.00 | 4,840.00 | |||
| 1010 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0006 LIGHTING (119) | |||||||
| 1020 | CONDUIT-3 1/2 IN | 04798 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1030 | TRENCHING AND BACKFILLING | 04820 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 1040 | WIRE-NO. 6 | 04834 | LF | 360.00 | 360.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
| 1050 | WIRE-NO. 0 | 04837 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 3.92 | 0.00 | |||
| 1060 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| Project | DE019027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0007 DEMOB AND MOB | |||||||
| 1070 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 156,587.46 | 156,587.46 | |||
| 1080 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 46,338.75 | 0.00 | |||
| 9002 | ACCOUNTING ADJUSTMENT PO LINE 1 | 10206NC | DOLL | 0.00 | -0.001 | -123,668.840 | -123,668.840 | 1.00 | -123,668.84 | |||
| SUBTOT | $10,481.16 |
$3,444,385.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0540-1-0I |
TEMPORARY TAPE | LF |
2,400.00 | 0004 | $1.730000 | $3,952.00 | ||||||
0550-1-0I |
TEMPORARY TAPE | LF |
6,920.00 | 0004 | $0.820000 | $5,390.68 | ||||||
0560-1-0I |
TEMPORARY TAPE | LF |
2,160.00 | 0004 | $0.820000 | $1,682.64 | ||||||
0260-1-0I |
GDRAIL GALV AW .109 | LF |
187.50 | 0005 | $15.740000 | $2,803.69 | ||||||
0270-1-0I |
GRDRAIL ACCESSORIES | EACH |
6.00 | 0005 | $1575.800000 | $8,982.06 | ||||||
0280-1-0I |
CRASH CUSHION IX | EACH |
1.00 | 0005 | $3602.730000 | $3,422.59 | ||||||
0290-1-0I |
GUARDRAIL END TR 1 | EACH |
2.00 | 0005 | $1499.900000 | $2,849.81 | ||||||
0300-1-0I |
GUARDRAIL END TR 2A | EACH |
3.00 | 0005 | $300.510000 | $856.45 | ||||||
0320-1-0I |
GRDRAIL ACCESSORIES | EACH |
2.00 | 0005 | $122.220000 | $232.22 | ||||||
0630-1-0I |
GDRAIL GALV AW .109 | LF |
3,962.50 | 0005 | $10.920000 | $41,106.98 | ||||||
0540-1-0A |
TEMPORARY TAPE | LF |
310.00 | 0004 | $1.730000 | $-510.47 | ||||||
0550-1-0A |
TEMPORARY TAPE | LF |
2,310.00 | 0004 | $0.820000 | $-1,799.49 | ||||||
0560-1-0A |
TEMPORARY TAPE | LF |
801.00 | 0004 | $0.820000 | $-623.98 | ||||||
0540-1-0A |
TEMPORARY TAPE | LF |
380.00 | 0006 | $1.730000 | $-625.73 | ||||||
0550-1-0A |
TEMPORARY TAPE | LF |
3,054.50 | 0006 | $0.820000 | $-2,379.46 | ||||||
0560-1-0A |
TEMPORARY TAPE | LF |
1,194.00 | 0006 | $0.820000 | $-930.13 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
1,275.00 | 0008 | $10.920000 | $-13,226.85 | ||||||
0270-1-0A |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0009 | $1575.800000 | $-5,988.04 | ||||||
0300-1-0A |
GUARDRAIL END TR 2A | EACH |
1.00 | 0009 | $300.510000 | $-285.48 | ||||||
0320-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0009 | $122.220000 | $-116.11 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
1,025.00 | 0009 | $10.920000 | $-10,633.35 | ||||||
0260-1-0A |
GDRAIL GALV AW .109 | LF |
12.50 | 0010 | $15.740000 | $-186.91 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
100.00 | 0010 | $10.920000 | $-1,037.40 | ||||||
0540-1-0A |
TEMPORARY TAPE | LF |
150.00 | 0011 | $1.730000 | $-247.00 | ||||||
0550-1-0A |
TEMPORARY TAPE | LF |
1,500.00 | 0011 | $0.820000 | $-1,168.50 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
1,062.50 | 0013 | $10.920000 | $-11,022.38 | ||||||
0270-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0015 | $1575.800000 | $-1,497.01 | ||||||
0290-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0015 | $1499.900000 | $-2,849.81 | ||||||
0300-1-0A |
GUARDRAIL END TR 2A | EACH |
2.00 | 0015 | $300.510000 | $-570.97 | ||||||
0320-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0015 | $122.220000 | $-116.11 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
137.50 | 0015 | $10.920000 | $-1,426.43 | ||||||
0270-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0019 | $1575.800000 | $-1,497.01 | ||||||
0630-1-0A |
GDRAIL GALV AW .109 | LF |
50.00 | 0019 | $10.920000 | $-518.70 | ||||||
| SUBTOT | $12,021.80 |
|||||||||||
| Project | DE019027510W2 | Fed/State Project Number | IM 2759(119) | Category | 0001 ROADWAY CAMPBELL CO RAIL | |||||||
| 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 | DGA BASE | 00001 | TON | 61.00 | 61.000 | 98.570 | 98.570 | 20.22 | 1,993.08 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 47.49 | 0.00 | |||
| 0030 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 796.52 | 0.00 | |||
| 0040 | TRENCHING | 06427 | LF | 1,584.00 | 1,584.000 | 1,082.000 | 1,082.000 | 1.00 | 1,082.00 | |||
| 0050 | CONCRETE CLASS A FOR PAD | 22415EN | SQYD | 704.00 | 704.000 | 493.340 | 493.340 | 16.00 | 7,893.44 | |||
| 0060 | HIGH TENSION CABLE-ROPE BARRIER | 23147EN | LF | 1,584.00 | 1,584.000 | 1,030.000 | 1,030.000 | 10.00 | 10,300.00 | |||
| 0070 | END ANCHORS | 23148EN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| Project | DE019027510W2 | Fed/State Project Number | IM 2759(119) | Category | 0002 DEMOBILIZATION CAMPBELL CO RAIL | |||||||
| 0080 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 689.07 | 0.00 | |||
| 9003 | ACCOUNTING ADJUSTMENT PO LINE3 | 10206NC | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $0.00 |
$3,469,654.20 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | 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 | DGA BASE | 00001 | TON | 2,490.00 | 2,490.000 | 579.520 | 579.520 | 20.22 | 11,717.89 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 3,514.00 | 3,514.000 | 3,502.800 | 3,502.800 | 5.46 | 19,125.28 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 379.00 | 379.000 | 0.000 | 0.000 | 47.49 | 0.00 | |||
| 0040 | CL4 ASPH BIND 0.50D PG76-22 | 00279 | TON | 2,476.00 | 2,476.000 | 2,195.120 | 2,195.120 | 102.31 | 224,582.72 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 45.10 | 45.100 | 0.000 | 0.000 | 796.52 | 0.00 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 1,987.00 | 1,987.000 | 2,024.660 | 2,024.660 | 111.54 | 225,830.57 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 3.50 | 3.500 | 3.500 | 3.500 | 576.09 | 2,016.31 | |||
| 0080 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 232.00 | 232.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0100 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0110 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 439.04 | 3,512.32 | |||
| 0130 | REMOVE PCC PAVEMENT | 02058 | SQYD | 2,120.00 | 2,120.000 | 2,101.700 | 2,101.700 | 11.49 | 24,148.53 | |||
| 0140 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 126,745.00 | 126,745.000 | 50,975.070 | 50,975.070 | 2.92 | 148,847.20 | |||
| 0150 | JPC PAVEMENT-11 IN | 02071 | SQYD | 2,109.00 | 2,109.000 | 2,118.367 | 2,118.367 | 60.00 | 127,102.02 | |||
| 0160 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 1,406.00 | 1,406.000 | 1,412.178 | 1,412.178 | 52.50 | 74,139.34 | |||
| 0170 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 96,009.00 | 96,009.000 | 68,634.000 | 68,634.000 | 1.15 | 78,929.10 | |||
| 0180 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 101,329.00 | 101,329.000 | 80,127.000 | 80,127.000 | 1.15 | 92,146.05 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0220 | REMOVE GUARDRAIL | 02381 | LF | 1,000.00 | 1,000.000 | 450.000 | 450.000 | 1.00 | 450.00 | |||
| 0230 | CEMENT | 02542 | TON | 69.00 | 69.000 | 68.500 | 68.500 | 100.00 | 6,850.00 | |||
| 0240 | SIGNS | 02562 | SQFT | 575.00 | 575.000 | 414.560 | 414.560 | 16.22 | 6,724.16 | |||
| 0250 | MAINTAIN & CONTROL TRAFFIC IM 2759(117) KENTON CO. | 02650 | LS | 1.00 | 1.000 | 0.680 | 0.680 | 530,000.00 | 360,400.00 | |||
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,710.29 | 6,841.16 | |||
| 0270 | MOBILIZATION FOR MILL & TEXT IM 2759(117) KENTON CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 907.55 | 907.55 | |||
| 0280 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,068.00 | 3,068.000 | 2,605.660 | 2,605.660 | 15.68 | 40,856.74 | |||
| 0290 | TEMP SILT FENCE | 02701 | LF | 1,500.00 | 1,500.000 | 780.000 | 780.000 | 2.80 | 2,184.00 | |||
| 0300 | SAND FOR BLOTTER | 02702 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 10.10 | 0.00 | |||
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 268.02 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 61.12 | 0.00 | |||
| 0330 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0340 | STAKING IM 2759(117) KENTON CO. | 02726 | LS | 1.00 | 1.000 | 0.820 | 0.820 | 40,000.00 | 32,800.00 | |||
| 0350 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,410.26 | 1,410.26 | |||
| 0360 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,217.38 | 9,217.38 | |||
| 0370 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,693.67 | 1,693.67 | |||
| 0380 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,954.00 | 2,954.000 | 3,881.000 | 3,881.000 | 13.13 | 50,957.53 | |||
| 0390 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,000.00 | 20,000.000 | 10,941.890 | 10,941.890 | 1.00 | 10,941.89 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 27,000.00 | 27,000.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0410 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 164.00 | 164.000 | 15.000 | 15.000 | 30.00 | 450.00 | |||
| 0420 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 164.00 | 164.000 | 14.000 | 14.000 | 30.00 | 420.00 | |||
| 0430 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 60,000.00 | 60,000.000 | 153,826.000 | 153,826.000 | 0.18 | 27,688.68 | |||
| 0440 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 6,000.00 | 6,000.000 | 3,539.000 | 3,539.000 | 2.75 | 9,732.25 | |||
| 0450 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 6,000.00 | 6,000.000 | 4,543.000 | 4,543.000 | 1.50 | 6,814.50 | |||
| 0460 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 6,000.00 | 6,000.000 | 4,735.000 | 4,735.000 | 1.50 | 7,102.50 | |||
| 0470 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0480 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 170.00 | 170.000 | 74.000 | 74.000 | 26.05 | 1,927.70 | |||
| 0490 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 266.00 | 266.000 | 150.000 | 150.000 | 26.05 | 3,907.50 | |||
| 0500 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 228.00 | 228.000 | 310.000 | 310.000 | 147.18 | 45,625.80 | |||
| 0510 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,606.00 | 9,606.000 | 3,298.750 | 3,298.750 | 1.00 | 3,298.75 | |||
| 0520 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 10,752.00 | 10,752.000 | 6,157.790 | 6,157.790 | 1.00 | 6,157.79 | |||
| 0530 | REMOVE ASPHALT SHOULDER | 20412ED | SQYD | 1,503.00 | 1,503.000 | 1,401.100 | 1,401.100 | 5.75 | 8,056.32 | |||
| 0540 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 937.50 | 937.500 | 450.000 | 450.000 | 15.90 | 7,155.00 | |||
| 0550 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 35,976.00 | 35,976.000 | 19,645.000 | 19,645.000 | 0.23 | 4,518.35 | |||
| 0560 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 36,601.00 | 36,601.000 | 14,015.000 | 14,015.000 | 0.24 | 3,363.60 | |||
| 0570 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 3,283.00 | 3,283.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0580 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 2,608.00 | 2,608.000 | 2,595.600 | 2,595.600 | 28.76 | 74,649.45 | |||
| 0590 | SAW AND SEAL ASPHALT JOINT | 23845EC | LF | 8,943.00 | 8,943.000 | 8,763.000 | 8,763.000 | 1.75 | 15,335.25 | |||
| 8002 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
| 9000 | ACCOUNTING ADJUSTMENT PO LINE 2 | 10206NC | DOLL | 0.00 | 0.001 | 278,406.170 | 278,406.170 | 1.00 | 278,406.17 | |||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0002 BRIDGE B00063L | |||||||
| 0600 | PERFORATED PIPE-4 IN | 01000 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0610 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0620 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 65.00 | 65.000 | 75.000 | 75.000 | 560.00 | 42,000.00 | |||
| 0630 | EXPAN JOINT REPLACE 4 IN METHOD 1 | 03298 | LF | 110.00 | 110.000 | 108.000 | 108.000 | 725.00 | 78,300.00 | |||
| 0640 | EXPAN JOINT REPLACE 4 IN METHOD 2 | 03298 | LF | 55.00 | 55.000 | 65.500 | 65.500 | 1,650.00 | 108,075.00 | |||
| 0650 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 66.00 | 66.000 | 86.000 | 86.000 | 600.00 | 51,600.00 | |||
| 0660 | ELIMINATE TRANSVERSE JOINT METHOD 2 | 03300 | LF | 54.00 | 54.000 | 53.500 | 53.500 | 1,040.00 | 55,640.00 | |||
| 0670 | EPOXY SAND SLURRY | 08504 | SQYD | 1,765.00 | 1,765.000 | 374.000 | 374.000 | 22.00 | 8,228.00 | |||
| 0680 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 10,176.00 | 10,176.000 | 10,222.940 | 10,222.940 | 7.00 | 71,560.58 | |||
| 0690 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 43.00 | 43.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0700 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 360.00 | 360.000 | 532.120 | 532.120 | 1,100.00 | 585,332.00 | |||
| 0710 | BLAST CLEANING | 08549 | SQYD | 11,600.00 | 11,600.000 | 10,222.940 | 10,222.940 | 3.00 | 30,668.82 | |||
| 0720 | DRAIN PIPE-8 IN | 08821 | LF | 455.00 | 455.000 | 455.000 | 455.000 | 120.00 | 54,600.00 | |||
| 0730 | PIER REPAIR | 23031EN | SQFT | 700.00 | 700.000 | 645.400 | 645.400 | 115.00 | 74,221.00 | |||
| 8004 | PIER REPAIR Shotcrete | 23031EN | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0003 BRIDGE B00063R | |||||||
| 0740 | PERFORATED PIPE-4 IN | 01000 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0750 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0760 | EXPAN JOINT REPLACE 4 IN METHOD 2 | 03298 | LF | 55.00 | 55.000 | 62.000 | 62.000 | 1,650.00 | 102,300.00 | |||
| 0770 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 67.00 | 67.000 | 66.650 | 66.650 | 600.00 | 39,990.00 | |||
| 0780 | ELIMINATE TRANSVERSE JOINT METHOD 2 | 03300 | LF | 54.00 | 54.000 | 53.500 | 53.500 | 1,040.00 | 55,640.00 | |||
| 0790 | EPOXY SAND SLURRY | 08504 | SQYD | 1,765.00 | 1,765.000 | 364.100 | 364.100 | 22.00 | 8,010.20 | |||
| 0800 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 10,144.00 | 10,144.000 | 10,218.400 | 10,218.400 | 7.00 | 71,528.80 | |||
| 0810 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 42.00 | 42.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0820 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 350.00 | 350.000 | 603.230 | 603.230 | 1,100.00 | 663,553.00 | |||
| 0830 | BLAST CLEANING | 08549 | SQYD | 11,197.00 | 11,197.000 | 10,218.400 | 10,218.400 | 3.00 | 30,655.20 | |||
| 0840 | DRAIN PIPE-8 IN | 08821 | LF | 445.00 | 445.000 | 445.000 | 445.000 | 120.00 | 53,400.00 | |||
| 0850 | PIER REPAIR | 23031EN | SQFT | 800.00 | 800.000 | 839.710 | 839.710 | 115.00 | 96,566.65 | |||
| 0860 | JOINT SEAL REPLACEMENT | 23386EC | LF | 165.00 | 165.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 8005 | PIER REPAIR Shotcrete | 23031EN | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0005 LIGHTING (117) | |||||||
| 0870 | CONDUIT-2 IN | 04795 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0880 | TRENCHING AND BACKFILLING | 04820 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0890 | WIRE-NO. 4 | 04835 | LF | 120.00 | 120.000 | 100.000 | 100.000 | 1.52 | 152.00 | |||
| 0900 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0006 TRAFFIC LOOPS | |||||||
| 0910 | CONDUIT-2 IN | 04795 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0920 | TRENCHING AND BACKFILLING | 04820 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0930 | PIEZOELECTRIC SENSOR | 04829 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,475.00 | 0.00 | |||
| 0940 | LOOP WIRE | 04830 | LF | 5,712.00 | 5,712.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0950 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,104.00 | 1,104.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0960 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0970 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0980 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| Project | DE059027510W1 | Fed/State Project Number | IM 2759(117) | Category | 0007 DEMOB AND MOB | |||||||
| 0990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 247,337.68 | 247,337.68 | |||
| 1000 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,194.35 | 0.00 | |||
| SUBTOT | $0.00 |
$8,068,954.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0440-1-0I |
TEMPORARY TAPE | LF |
4,320.00 | 0004 | $1.300000 | $5,335.20 | ||||||
0450-1-0I |
TEMPORARY TAPE | LF |
10,000.00 | 0004 | $0.820000 | $7,790.00 | ||||||
0460-1-0I |
TEMPORARY TAPE | LF |
6,000.00 | 0004 | $0.820000 | $4,674.00 | ||||||
0190-1-0I |
GDRAIL GALV AW .109 | LF |
25.00 | 0005 | $15.740000 | $373.83 | ||||||
0200-1-0I |
GUARDRAIL END TR 1 | EACH |
1.00 | 0005 | $1499.900000 | $1,424.91 | ||||||
0210-1-0I |
GUARDRAIL END TR 2A | EACH |
1.00 | 0005 | $300.510000 | $285.48 | ||||||
0540-1-0I |
GDRAIL GALV AW .109 | LF |
937.50 | 0005 | $10.920000 | $9,725.63 | ||||||
0440-1-0A |
TEMPORARY TAPE | LF |
1,096.00 | 0004 | $1.300000 | $-1,353.56 | ||||||
0450-1-0A |
TEMPORARY TAPE | LF |
833.00 | 0004 | $0.820000 | $-648.91 | ||||||
0460-1-0A |
TEMPORARY TAPE | LF |
3,415.00 | 0004 | $0.820000 | $-2,660.29 | ||||||
0440-1-0A |
TEMPORARY TAPE | LF |
303.00 | 0006 | $1.300000 | $-374.21 | ||||||
0450-1-0A |
TEMPORARY TAPE | LF |
500.00 | 0006 | $0.820000 | $-389.50 | ||||||
0460-1-0A |
TEMPORARY TAPE | LF |
250.00 | 0006 | $0.820000 | $-194.75 | ||||||
0540-1-0A |
GDRAIL GALV AW .109 | LF |
37.50 | 0008 | $10.920000 | $-389.03 | ||||||
0540-1-0A |
GDRAIL GALV AW .109 | LF |
112.50 | 0009 | $10.920000 | $-1,167.08 | ||||||
0440-1-0A |
TEMPORARY TAPE | LF |
2,140.00 | 0011 | $1.300000 | $-2,642.90 | ||||||
0450-1-0A |
TEMPORARY TAPE | LF |
3,210.00 | 0011 | $0.820000 | $-2,500.59 | ||||||
0460-1-0A |
TEMPORARY TAPE | LF |
1,070.00 | 0011 | $0.820000 | $-833.53 | ||||||
0540-1-0A |
GDRAIL GALV AW .109 | LF |
300.00 | 0011 | $10.920000 | $-3,112.20 | ||||||
| SUBTOT | $13,342.50 |
|||||||||||
| Project | DE059027510W2 | Fed/State Project Number | IM 2759(119) | Category | 0001 ROADWAY KENTON RAIL | |||||||
| 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 | DGA BASE | 00001 | TON | 643.00 | 643.000 | 0.000 | 0.000 | 20.22 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 224.00 | 224.000 | 0.000 | 0.000 | 47.49 | 0.00 | |||
| 0030 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 796.52 | 0.00 | |||
| 0040 | TRENCHING | 06427 | LF | 16,790.00 | 16,790.000 | 15,739.000 | 15,739.000 | 1.00 | 15,739.00 | |||
| 0050 | CONCRETE CLASS A FOR PAD | 22415EN | SQYD | 7,462.00 | 7,462.000 | 7,010.710 | 7,010.710 | 16.00 | 112,171.36 | |||
| 0060 | HIGH TENSION CABLE-ROPE BARRIER | 23147EN | LF | 16,790.00 | 16,790.000 | 15,478.000 | 15,478.000 | 10.00 | 154,780.00 | |||
| 0070 | END ANCHORS | 23148EN | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 2,000.00 | 20,000.00 | |||
| Project | DE059027510W2 | Fed/State Project Number | IM 2759(119) | Category | 0002 DEMOBILIZATION | |||||||
| 0080 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,649.03 | 0.00 | |||
| 9004 | ACCOUNTING ADJUSTMENT PO LINE 4 | 10206NC | DOLL | 0.00 | -0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $0.00 |
$8,371,644.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0001 ROADWAY KENTON COUNTY (121) | |||||||
| 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 | DGA BASE | 00001 | TON | 3,051.00 | 3,051.000 | 1,683.175 | 1,683.175 | 20.22 | 34,033.79 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 48,878.00 | 48,878.000 | 55,928.620 | 55,928.620 | 5.46 | 305,370.26 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 587.00 | 587.000 | 275.490 | 275.490 | 47.49 | 13,083.02 | |||
| 0040 | CL4 ASPH BIND 0.50D PG76-22 | 00279 | TON | 429.00 | 429.000 | 409.380 | 409.380 | 102.31 | 41,883.66 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 70.40 | 70.400 | 17.377 | 17.377 | 796.52 | 13,841.12 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 306.00 | 306.000 | 294.820 | 294.820 | 111.54 | 32,884.22 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 49.00 | 49.000 | 9.960 | 9.960 | 576.09 | 5,737.85 | |||
| 0080 | ISLAND INTEGRAL CURB | 01845 | LF | 1,830.00 | 1,830.000 | 1,846.000 | 1,846.000 | 10.00 | 18,460.00 | |||
| 0090 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 1,018.00 | 1,018.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0100 | REMOVE CURB | 01904 | LF | 555.00 | 555.000 | 555.000 | 555.000 | 6.59 | 3,657.45 | |||
| 0110 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 283.00 | 283.000 | 20.000 | 20.000 | 6.00 | 120.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 91.00 | 91.000 | 8.000 | 8.000 | 6.00 | 48.00 | |||
| 0130 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 235.00 | 235.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0140 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 235.00 | 235.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0150 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 439.04 | 5,268.48 | |||
| 0160 | REMOVE PCC PAVEMENT | 02058 | SQYD | 32,891.00 | 32,891.000 | 33,069.150 | 33,069.150 | 11.49 | 379,964.53 | |||
| 0170 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 132,285.00 | 132,285.000 | 23,656.111 | 164,449.030 | 188,105.141 | 2.92 | 69,075.84 | 549,267.01 | |
| 0180 | JPC PAVEMENT-11 IN | 02071 | SQYD | 31,880.00 | 31,880.000 | 32,076.810 | 32,076.810 | 60.00 | 1,924,608.60 | |||
| 0190 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 16,998.00 | 16,998.000 | 16,579.120 | 16,579.120 | 52.50 | 870,403.80 | |||
| 0200 | JPC PAVEMENT-13 IN | 02086 | SQYD | 149.00 | 149.000 | 277.980 | 277.980 | 110.00 | 30,577.80 | |||
| 0210 | JPC PAVEMENT-13 IN SHLD | 02087 | SQYD | 44.00 | 44.000 | 55.130 | 55.130 | 135.00 | 7,442.55 | |||
| 0220 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 107,838.00 | 107,838.000 | 91,358.750 | 91,358.750 | 1.15 | 105,062.56 | |||
| 0230 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 113,813.00 | 113,813.000 | 96,008.000 | 96,008.000 | 1.15 | 110,409.20 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 125.00 | 125.000 | 250.000 | 250.000 | 25.00 | 6,250.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 40.00 | 120.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 14.00 | 14.000 | 13.000 | 13.000 | 2,100.00 | 27,300.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 600.00 | 6,600.00 | |||
| 0280 | REMOVE GUARDRAIL | 02381 | LF | 8,575.00 | 8,575.000 | 9,087.500 | 9,087.500 | 1.00 | 9,087.50 | |||
| 0290 | CEMENT | 02542 | TON | 956.00 | 956.000 | 1,154.480 | 1,154.480 | 100.00 | 115,448.00 | |||
| 0300 | SIGNS | 02562 | SQFT | 925.00 | 925.000 | 880.310 | 880.310 | 16.22 | 14,278.62 | |||
| 0301 | DITCHING AND SHOULDERING | 02575 | LF | 26,021.00 | 26,021.000 | 18,235.000 | 18,235.000 | 5.91 | 107,768.85 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC IM 2759(121) KENTON CO. | 02650 | LS | 1.00 | 1.000 | 0.960 | 0.960 | 540,000.00 | 518,400.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,710.29 | 10,261.74 | |||
| 0330 | MOBILIZATION FOR MILL & TEXT IM 2759(121) KENTON CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 907.55 | 907.55 | |||
| 0340 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 490.00 | 490.000 | 604.340 | 604.340 | 15.68 | 9,476.05 | |||
| 0350 | TEMP SILT FENCE | 02701 | LF | 2,500.00 | 2,500.000 | 666.000 | 666.000 | 2.80 | 1,864.80 | |||
| 0360 | SAND FOR BLOTTER | 02702 | TON | 125.00 | 125.000 | 66.910 | 66.910 | 10.10 | 675.79 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 268.02 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 61.12 | 0.00 | |||
| 0390 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0400 | STAKING IM 2759(121) KENTON CO. | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 40,000.00 | 36,000.00 | |||
| 0410 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,410.26 | 2,820.52 | |||
| 0420 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 9,217.38 | 9,217.38 | |||
| 0430 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,693.67 | 0.00 | |||
| 0440 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,646.00 | 1,646.000 | 420.000 | 420.000 | 13.13 | 5,514.60 | |||
| 0450 | EROSION CONTROL BLANKET | 05950 | SQYD | 30,000.00 | 30,000.000 | 9,052.840 | 9,052.840 | 1.00 | 9,052.84 | |||
| 0460 | SEEDING AND PROTECTION | 05985 | SQYD | 45,000.00 | 45,000.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0470 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 241.00 | 241.000 | 115.000 | 115.000 | 30.00 | 3,450.00 | |||
| 0480 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 241.00 | 241.000 | 140.000 | 140.000 | 30.00 | 4,200.00 | |||
| 0490 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 120,000.00 | 120,000.000 | 268,233.000 | 268,233.000 | 0.18 | 48,281.94 | |||
| 0500 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 12,000.00 | 12,000.000 | 67,041.000 | 67,041.000 | 2.75 | 184,362.75 | |||
| 0510 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 12,000.00 | 12,000.000 | 12,149.500 | 12,149.500 | 1.50 | 18,224.25 | |||
| 0520 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 12,000.00 | 12,000.000 | 9,923.000 | 9,923.000 | 1.50 | 14,884.50 | |||
| 0530 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 139.00 | 139.000 | 141.000 | 141.000 | 7.25 | 1,022.25 | |||
| 0540 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 85.00 | 1,870.00 | |||
| 0550 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 301.00 | 301.000 | 99.000 | 99.000 | 26.05 | 2,578.95 | |||
| 0560 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 389.00 | 389.000 | 319.000 | 319.000 | 26.05 | 8,309.95 | |||
| 0570 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 279.00 | 279.000 | 98.000 | 98.000 | 147.18 | 14,423.64 | |||
| 0580 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,326.00 | 7,326.000 | 64.630 | 64.630 | 1.00 | 64.63 | |||
| 0590 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1,771.00 | 1,771.000 | 24.230 | 24.230 | 1.00 | 24.23 | |||
| 0600 | REM ASPHALT WEDGE CURB | 20192ED | LF | 1,018.00 | 1,018.000 | 0.000 | 0.000 | 5.12 | 0.00 | |||
| 0610 | REMOVE ASPHALT SHOULDER | 20412ED | SQYD | 16,437.00 | 16,437.000 | 16,212.620 | 16,212.620 | 5.75 | 93,222.56 | |||
| 0620 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 7,737.50 | 7,737.500 | 7,837.500 | 7,837.500 | 15.90 | 124,616.25 | |||
| 0630 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 61,713.00 | 61,713.000 | 46,760.000 | 46,760.000 | 0.23 | 10,754.80 | |||
| 0640 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 40,442.00 | 40,442.000 | 47,756.000 | 47,756.000 | 0.24 | 11,461.44 | |||
| 0650 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 5,610.00 | 5,610.000 | 4,258.000 | 4,258.000 | 0.75 | 3,193.50 | |||
| 0660 | SAW AND SEAL ASPHALT JOINT | 23845EC | LF | 1,524.00 | 1,524.000 | 1,600.000 | 1,600.000 | 1.75 | 2,800.00 | |||
| 8003 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0002 BRIDGE B00061N | |||||||
| 0670 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 100.00 | 100.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0680 | JOINT SEAL REPLACEMENT | 23386EC | LF | 104.00 | 104.000 | 104.500 | 104.500 | 175.00 | 18,287.50 | |||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0003 BRIDGE B00062L | |||||||
| 0690 | ELIMINATE TRANSVERSE JOINT METHOD 1 | 03300 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 600.00 | 73,200.00 | |||
| 0700 | EPOXY SAND SLURRY | 08504 | SQYD | 169.00 | 169.000 | 28.500 | 28.500 | 22.00 | 627.00 | |||
| 0710 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 819.00 | 819.000 | 792.840 | 792.840 | 7.00 | 5,549.88 | |||
| 0720 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0730 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 29.00 | 29.000 | 35.330 | 35.330 | 1,100.00 | 38,863.00 | |||
| 0740 | BLAST CLEANING | 08549 | SQYD | 990.00 | 990.000 | 792.820 | 792.820 | 3.00 | 2,378.46 | |||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0006 SIGNALIZATION (121) CAMPBELL | |||||||
| 0750 | CONDUIT-1 1/4 IN | 04793 | LF | 130.00 | 130.000 | 77.000 | 77.000 | 4.83 | 371.91 | |||
| 0760 | CONDUIT-2 IN | 04795 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0770 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0780 | TRENCHING AND BACKFILLING | 04820 | LF | 195.00 | 195.000 | 77.000 | 77.000 | 3.50 | 269.50 | |||
| 0790 | LOOP WIRE | 04830 | LF | 2,688.00 | 2,688.000 | 3,198.000 | 3,198.000 | 0.50 | 1,599.00 | |||
| 0800 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,108.00 | 1,108.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0810 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,003.00 | 1,003.000 | 1,025.000 | 1,025.000 | 10.00 | 10,250.00 | |||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0007 LIGHTING CAMPBELL | |||||||
| 0820 | CONDUIT-2 IN | 04795 | LF | 440.00 | 440.000 | 337.000 | 337.000 | 7.00 | 2,359.00 | |||
| 0830 | CONDUIT-3 1/2 IN | 04798 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0840 | TRENCHING AND BACKFILLING | 04820 | LF | 620.00 | 620.000 | 220.000 | 220.000 | 3.50 | 770.00 | |||
| 0850 | WIRE-NO. 8 | 04833 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0860 | WIRE-NO. 6 | 04834 | LF | 540.00 | 540.000 | 230.000 | 230.000 | 1.02 | 234.60 | |||
| 0870 | WIRE-NO. 4 | 04835 | LF | 240.00 | 240.000 | 940.000 | 940.000 | 1.52 | 1,428.80 | |||
| 0880 | WIRE-NO. 2 | 04836 | LF | 1,540.00 | 1,540.000 | 846.000 | 846.000 | 2.42 | 2,047.32 | |||
| 0890 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 15.00 | 15.000 | 13.000 | 13.000 | 500.00 | 6,500.00 | |||
| Project | DE059027510W3 | Fed/State Project Number | IM 2759(121) | Category | 0008 DEMOB AND MOB | |||||||
| 0900 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 298,674.66 | 298,674.66 | |||
| 0910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,386.44 | 0.00 | |||
| 9001 | ACCOUNTING ADJUSTMENT PO LINE 5 | 10206NC | DOLL | 0.00 | -0.001 | -154,737.330 | -154,737.330 | 1.00 | -154,737.33 | |||
| SUBTOT | $69,075.84 |
$14,572,231.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0500-1-0I |
TEMPORARY TAPE | LF |
8,400.00 | 0004 | $1.730000 | $13,832.00 | ||||||
0510-1-0I |
TEMPORARY TAPE | LF |
14,760.00 | 0004 | $0.820000 | $11,498.04 | ||||||
0520-1-0I |
TEMPORARY TAPE | LF |
12,000.00 | 0004 | $0.820000 | $9,348.00 | ||||||
0240-1-0I |
GDRAIL GALV AW .109 | LF |
125.00 | 0005 | $15.740000 | $1,869.13 | ||||||
0250-1-0I |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0005 | $24.010000 | $91.24 | ||||||
0260-1-0I |
GUARDRAIL END TR 1 | EACH |
14.00 | 0005 | $1499.900000 | $19,948.67 | ||||||
0270-1-0I |
GUARDRAIL END TR 2A | EACH |
13.00 | 0005 | $300.510000 | $3,711.30 | ||||||
0620-1-0I |
GDRAIL GALV AW .109 | LF |
7,737.50 | 0005 | $10.920000 | $80,268.83 | ||||||
0500-1-0A |
TEMPORARY TAPE | LF |
230.00 | 0004 | $1.730000 | $-378.73 | ||||||
0510-1-0A |
TEMPORARY TAPE | LF |
1,073.00 | 0004 | $0.820000 | $-835.87 | ||||||
0520-1-0A |
TEMPORARY TAPE | LF |
8,067.00 | 0004 | $0.820000 | $-6,284.19 | ||||||
0250-1-0A |
GRDRAIL ACCESSORIES | EACH |
2.00 | 0006 | $24.010000 | $-45.62 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0006 | $1499.900000 | $-2,849.81 | ||||||
0500-1-0A |
TEMPORARY TAPE | LF |
475.00 | 0006 | $1.730000 | $-782.17 | ||||||
0510-1-0A |
TEMPORARY TAPE | LF |
934.50 | 0006 | $0.820000 | $-727.98 | ||||||
0520-1-0A |
TEMPORARY TAPE | LF |
450.00 | 0006 | $0.820000 | $-350.55 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
1,212.50 | 0006 | $10.920000 | $-12,578.48 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0007 | $1499.900000 | $-2,849.81 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
1.00 | 0007 | $300.510000 | $-285.48 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
300.00 | 0007 | $10.920000 | $-3,112.20 | ||||||
0500-1-0A |
TEMPORARY TAPE | LF |
276.00 | 0008 | $1.730000 | $-454.48 | ||||||
0510-1-0A |
TEMPORARY TAPE | LF |
6,120.00 | 0008 | $0.820000 | $-4,767.48 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
87.50 | 0008 | $10.920000 | $-907.73 | ||||||
0250-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0009 | $24.010000 | $-22.81 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
1.00 | 0009 | $300.510000 | $-285.48 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
325.00 | 0009 | $10.920000 | $-3,371.55 | ||||||
0500-1-0A |
TEMPORARY TAPE | LF |
7,419.00 | 0011 | $1.730000 | $-12,216.62 | ||||||
0510-1-0A |
TEMPORARY TAPE | LF |
3,630.00 | 0011 | $0.820000 | $-2,827.77 | ||||||
0520-1-0A |
TEMPORARY TAPE | LF |
1,210.00 | 0011 | $0.820000 | $-942.59 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
687.50 | 0011 | $10.920000 | $-7,132.13 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0012 | $1499.900000 | $-2,849.81 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
4.00 | 0012 | $300.510000 | $-1,141.94 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
600.00 | 0012 | $10.920000 | $-6,224.40 | ||||||
0240-1-0A |
GDRAIL GALV AW .109 | LF |
125.00 | 0013 | $15.740000 | $-1,869.13 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0013 | $1499.900000 | $-1,424.91 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
1.00 | 0013 | $300.510000 | $-285.48 | ||||||
0510-1-0A |
TEMPORARY TAPE | LF |
392.00 | 0013 | $0.820000 | $-305.37 | ||||||
0520-1-0A |
TEMPORARY TAPE | LF |
196.00 | 0013 | $0.820000 | $-152.68 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
162.50 | 0013 | $10.920000 | $-1,685.78 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0014 | $1499.900000 | $-1,424.91 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
2.00 | 0014 | $300.510000 | $-570.97 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
1,162.50 | 0014 | $10.920000 | $-12,059.78 | ||||||
0260-1-0A |
GUARDRAIL END TR 1 | EACH |
5.00 | 0016 | $1499.900000 | $-7,124.53 | ||||||
0270-1-0A |
GUARDRAIL END TR 2A | EACH |
2.00 | 0016 | $300.510000 | $-570.97 | ||||||
0620-1-0A |
GDRAIL GALV AW .109 | LF |
3,200.00 | 0016 | $10.920000 | $-33,196.80 | ||||||
| SUBTOT | $5,670.22 |
|||||||||||