|
Report_Id: 101049 Est NO 0012 |
Date:07/12/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101049 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Ditto, Cody C. | ||||||
| Contractor | COMMERCIAL PAVERS INC | ADDR SN 0 VC Code VC0000090696 | |||||
| 1801 PAYNE ST | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 06/17/2011 TO 06/30/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE04700651049 | ||||||
| Project No. | IM 0654(042), IM 0653(037) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | LOUISVILLE-NASHVILLE ROAD (I-65) MP 78.661 TO MP 90.580 | ||||||
| Description | MILL 1 INCH INTERMEDIATE OVERLAY ON I-65 FROM MP 78.661 TO MP 90.580 TWO SYP NUMBERS | ||||||
| Date Let | 11/19/2010 | Formal Acceptance | |||||
| Date Awarded | 12/02/2010 | Date Work Began | 01/24/2011 | ||||
| Date Contract Executed | 12/22/2010 | Open To Traffic | |||||
| Date NTP Issued | 12/22/2010 | Actual Completion Date | |||||
| Current Contract Amount | $7,762,343.84 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,445,496.84 |
Total Earnings | $3,909,810.86 |
$3,143,215.63 |
$766,595.23 |
|
| Percent Complete | 56.64 |
Stockpiled Materials | $486,890.68 |
$486,890.68 |
$0.00 |
|
| Funds Available | $3,365,642.30 |
Gross Earnings | $4,396,701.54 |
$3,630,106.31 |
$766,595.23 |
|
| Total Change Orders | $316,847.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,396,701.54 |
$3,630,106.31 |
$766,595.23 |
|||
| Contract Id | 101049 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0012 | Project Number | IM 0654(042), IM 0653(037) | |||||||
| Contractor | COMMERCIAL PAVERS INC | Period | 06/17/2011 TO 06/30/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt Wedge Curb | Approved | 04/22/2011 | $-3,874.00 | 0.0 | |||||
| 002 | Traffic Control Change | Approved | 04/22/2011 | $0.00 | 0.0 | |||||
| 003 | Seeding Items | Approved | 04/22/2011 | $314,721.00 | 0.0 | |||||
| 004 | Fuel and Asphalt Adjustment Override | Approved | 05/02/2011 | $0.00 | 0.0 | |||||
| 005 | Clean Sinkholes | Approved | 06/08/2011 | $6,000.00 | 0.0 | |||||
| 006 | Lot Pay Adjustment Override | Approved | 06/21/2011 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 101049 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE04700651049 | ||||||
| Estimate Nbr | 0012 | Period | 06/17/2011 TO 06/30/2011 | |||||||
| Contractor | COMMERCIAL PAVERS INC | |||||||||
| Project | DE04700651049 | Fed/State Project Number | IM 0654(042) | 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 | 1,802.00 | 1,802.000 | 84.000 | 84.000 | 17.00 | 1,428.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 624.80 | 624.800 | 804.400 | 804.400 | 20.00 | 16,088.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 946.00 | 946.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0040 | CL4 ASPH BASE 0.75D PG64-22 | 00226 | TON | 570.00 | 570.000 | 733.380 | 733.380 | 48.50 | 35,568.93 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 113.30 | 113.300 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,688.00 | 4,688.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 0070 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 13,567.00 | 13,567.000 | 7,495.130 | 121.090 | 7,616.220 | 57.00 | 427,222.41 | 434,124.54 | |
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 172.00 | 172.000 | 4.000 | 104.000 | 108.000 | 75.00 | 300.00 | 8,100.00 | |
| 0090 | CULVERT PIPE-24 IN | 00464 | LF | 12.00 | 12.000 | 28.000 | 28.000 | 70.00 | 1,960.00 | |||
| 0100 | CULVERT PIPE-36 IN | 00468 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 60.00 | 60.000 | 62.000 | 62.000 | 15.00 | 930.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 1.000 | 3.000 | 4.000 | 450.00 | 450.00 | 1,800.00 | |
| 0140 | REMOVE PIPE | 01310 | LF | 168.00 | 168.000 | 4.000 | 140.000 | 144.000 | 20.00 | 80.00 | 2,880.00 | |
| 0150 | METAL END SECTION TY 2-24 IN | 01383 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0160 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 0170 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,250.00 | 4,500.00 | 4,500.00 | |
| 0180 | DROP BOX INLET TYPE 1 | 01490 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,150.00 | 28,350.00 | |||
| 0190 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0200 | FLUME INLET TYPE 2 | 01691 | EACH | 14.00 | 14.000 | 3.000 | 8.000 | 11.000 | 4,300.00 | 12,900.00 | 47,300.00 | |
| 0210 | SPECIAL HEADER CURB CONC | 01877 | LF | 3,696.00 | 0.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0220 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0230 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 198.00 | 198.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0240 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0250 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0260 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 24.00 | 24.000 | 44.000 | 44.000 | 7.00 | 308.00 | |||
| 0270 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,136.00 | 1,136.000 | 2,280.000 | 2,280.000 | 2.50 | 5,700.00 | |||
| 0280 | FLOWABLE FILL | 02220 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0290 | GRANULAR EMBANKMENT | 02223 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0300 | DITCHING | 02237 | LF | 26,565.00 | 26,565.000 | 29,204.000 | 29,204.000 | 1.25 | 36,505.00 | |||
| 0310 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0330 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0340 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0350 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0360 | REMOVE GUARDRAIL | 02381 | LF | 18,850.00 | 18,850.000 | 237.500 | 237.500 | 1.50 | 356.25 | |||
| 0370 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0390 | CHANNEL LINING CLASS II | 02483 | TON | 1,841.00 | 1,841.000 | 463.870 | 1,836.210 | 2,300.080 | 22.00 | 10,205.14 | 50,601.76 | |
| 0400 | CHANNEL LINING CLASS III | 02484 | TON | 328.00 | 328.000 | 53.030 | 353.560 | 406.590 | 30.00 | 1,590.90 | 12,197.70 | |
| 0410 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 534.000 | 534.000 | 3.00 | 1,602.00 | |||
| 0420 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0440 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 200.00 | 200.000 | 3.080 | 309.919 | 312.999 | 1.50 | 4.62 | 469.49 | |
| 0450 | MAINTAIN & CONTROL TRAFFIC IM 0654(042) | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 70,000.00 | 14,000.00 | |||
| 0460 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0470 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 18,135.00 | 18,135.000 | 7,185.200 | 1,759.220 | 8,944.420 | 5.00 | 35,926.00 | 44,722.10 | |
| 0480 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 105,726.00 | 105,726.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0490 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0500 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0510 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0520 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,120.00 | 1,120.000 | 760.000 | 760.000 | 9.50 | 7,220.00 | |||
| 0530 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 48,732.00 | 48,732.000 | 48,491.500 | 48,491.500 | 7.50 | 363,686.25 | |||
| 0540 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,651.00 | 3,651.000 | 7,000.000 | 0.000 | 7,000.000 | 1.25 | 8,750.00 | 8,750.00 | |
| 0550 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0560 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 78.00 | 78.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0570 | STEEL POST TYPE 2 | 06411 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0580 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0590 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 273.00 | 273.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0600 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 212,890.00 | 212,890.000 | 55,944.000 | 61,672.000 | 117,616.000 | 0.15 | 8,391.60 | 17,642.40 | |
| 0620 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 739.00 | 739.000 | 0.000 | 0.000 | 17.85 | 0.00 | |||
| 0630 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 17.85 | 0.00 | |||
| 0640 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 336.00 | 336.000 | 6.000 | 6.000 | 5.00 | 30.00 | |||
| 0650 | CONCRETE-CLASS A | 08100 | CUYD | 11.60 | 11.600 | 6.930 | 6.930 | 450.00 | 3,118.50 | |||
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 96.00 | 96.000 | 25.990 | 25.990 | 1.50 | 38.98 | |||
| 0670 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0680 | REPLACE GRATE | 20366NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0690 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0700 | PAVEMENT REPAIR MAJOR | 20757ED | SQYD | 147.00 | 147.000 | 184.770 | 184.770 | 125.00 | 23,096.25 | |||
| 0710 | PAVEMENT REPAIR MINOR | 20757ED | SQYD | 408.00 | 408.000 | 1,711.010 | 1,711.010 | 75.00 | 128,325.75 | |||
| 0720 | EMBANKMENT | 21533EN | CUYD | 995.00 | 995.000 | 830.000 | 830.000 | 12.00 | 9,960.00 | |||
| 0730 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 19,287.50 | 19,287.500 | 287.500 | 287.500 | 14.00 | 4,025.00 | |||
| 0740 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 69,452.00 | 69,452.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0750 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 55,492.00 | 55,492.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0760 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 1,216.00 | 1,216.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0770 | KPDES PERMIT AND TEMP EROSION CONTROL IM 0654(042) | 23143ED | LS | 1.00 | 1.000 | 0.450 | 0.050 | 0.500 | 40,000.00 | 18,000.00 | 20,000.00 | |
| 0780 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 106,445.00 | 106,445.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0790 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 8000 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 3,696.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 8001 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 172,788.000 | 80,666.000 | 72,600.000 | 153,266.000 | 0.43 | 34,686.38 | 65,904.38 | |
| 8002 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 86,394.000 | 31,460.000 | 31,460.000 | 0.52 | 16,359.20 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 0.400 | 0.400 | 12,959.10 | 5,183.64 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 1,484.050 | 1,484.050 | 1.00 | 1,484.05 | |||
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 872.070 | 872.070 | 1.00 | 872.07 | |||
| 8008 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,687.500 | 0.000 | -1,687.500 | 1.00 | -1,687.50 | -1,687.50 | |
| Project | DE04700651049 | Fed/State Project Number | IM 0654(042) | Category | 0002 BRIDGE | |||||||
| 0800 | FLOWABLE FILL | 02220 | CUYD | 16.00 | 16.000 | 8.000 | 8.000 | 300.00 | 2,400.00 | |||
| Project | DE04700651049 | Fed/State Project Number | IM 0654(042) | Category | 0003 BRIDGE | |||||||
| 0810 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 373.00 | 61,545.00 | |||
| 0820 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,014.00 | 1,014.000 | 1,014.000 | 1,014.000 | 8.00 | 8,112.00 | |||
| 0830 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0840 | REINFORCED CONCRETE SLAB | 20186ED | SQYD | 1,014.00 | 1,014.000 | 1,014.000 | 1,014.000 | 119.00 | 120,666.00 | |||
| 0850 | REPLACE ARMORED EDGE | 20663ED | LF | 165.00 | 165.000 | 165.000 | 165.000 | 243.00 | 40,095.00 | |||
| 0860 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 496.00 | 496.000 | 372.000 | 372.000 | 26.00 | 9,672.00 | |||
| Project | DE04700651049 | Fed/State Project Number | IM 0654(042) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0870 | MOBILIZATION FOR MILL & TEXT IM 0654(042) | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,800.00 | 1,800.00 | 1,800.00 | |
| 0880 | CONDUIT-1 1/4 IN | 04793 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 5.56 | 0.00 | |||
| 0890 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 9.23 | 0.00 | |||
| 0900 | TRENCHING AND BACKFILLING | 04820 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0910 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,385.00 | 0.00 | |||
| 0920 | LOOP WIRE | 04830 | LF | 3,330.00 | 3,330.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0930 | LOOP SAW SLOT AND FILL | 04895 | LF | 720.00 | 720.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0940 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0950 | WOOD POST | 20360ES818 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 261.00 | 0.00 | |||
| 0960 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0970 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 312.00 | 0.00 | |||
| Project | DE04700651049 | Fed/State Project Number | IM 0654(042) | Category | 0005 DEMOB AND MOB | |||||||
| 0980 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 147,468.57 | 147,468.57 | |||
| 0990 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,011.66 | 0.00 | |||
| SUBTOT | $563,119.55 |
$1,856,009.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0310-1-0I |
GDRAIL GALV AW .109 | LF |
275.00 | 0003 | $16.310000 | $4,485.25 | ||||||
0320-1-0I |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0003 | $1497.010000 | $5,988.04 | ||||||
0330-1-0I |
CRASH CUSHION IX | EACH |
2.00 | 0003 | $3422.590000 | $6,845.18 | ||||||
0340-1-0I |
GUARDRAIL END TR 1 | EACH |
17.00 | 0003 | $1424.910000 | $24,223.47 | ||||||
0350-1-0I |
GUARDRAIL END TR 2A | EACH |
20.00 | 0003 | $285.480000 | $5,709.60 | ||||||
0370-1-0I |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0003 | $116.110000 | $116.11 | ||||||
0380-1-0I |
GUARDRAIL END TR 4A | EACH |
4.00 | 0003 | $1318.770000 | $5,275.08 | ||||||
0510-1-0I |
CRASH CUSHION IX | EACH |
2.00 | 0003 | $3675.000000 | $7,350.00 | ||||||
0730-1-0I |
GDRAIL GALV AW .109 | LF |
19,287.50 | 0003 | $10.500000 | $202,518.75 | ||||||
0320-1-0A |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0006 | $1497.010000 | $-5,988.04 | ||||||
0730-1-0A |
GDRAIL GALV AW .109 | LF |
287.50 | 0006 | $10.500000 | $-3,018.75 | ||||||
| SUBTOT | $253,504.69 |
|||||||||||
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | 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 | 2,046.00 | 2,046.000 | 282.510 | 282.510 | 17.00 | 4,802.67 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16.30 | 16.300 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,278.20 | 1,278.200 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0040 | CL4 ASPH BASE 0.75D PG64-22 | 00226 | TON | 569.00 | 569.000 | 696.110 | 696.110 | 48.50 | 33,761.33 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 153.20 | 153.200 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,193.00 | 6,193.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 0070 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 21,854.00 | 21,854.000 | 2,871.450 | 5,095.060 | 7,966.510 | 57.00 | 163,672.65 | 454,091.07 | |
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 140.00 | 140.000 | 20.000 | 116.000 | 136.000 | 75.00 | 1,500.00 | 10,200.00 | |
| 0090 | CULVERT PIPE-24 IN | 00464 | LF | 428.00 | 428.000 | 16.000 | 428.000 | 444.000 | 70.00 | 1,120.00 | 31,080.00 | |
| 0100 | CULVERT PIPE-36 IN | 00468 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0110 | CULVERT PIPE-48 IN | 00470 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0120 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 35.000 | 35.000 | 15.00 | 525.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0140 | REMOVE PIPE | 01310 | LF | 556.00 | 556.000 | 20.000 | 508.000 | 528.000 | 20.00 | 400.00 | 10,560.00 | |
| 0150 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,750.00 | 10,500.00 | |||
| 0160 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | -1.000 | 4.000 | 3.000 | 2,250.00 | -2,250.00 | 6,750.00 | |
| 0170 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0180 | DROP BOX INLET TYPE 1 | 01490 | EACH | 14.00 | 14.000 | 4.000 | 3.000 | 7.000 | 3,150.00 | 12,600.00 | 22,050.00 | |
| 0190 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0200 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 1.000 | 2.000 | 3.000 | 4,300.00 | 4,300.00 | 12,900.00 | |
| 0210 | SPECIAL HEADER CURB CONC. | 01877 | LF | 178.00 | 0.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0220 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0230 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 147.00 | 147.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0240 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0250 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0260 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0270 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 728.00 | 728.000 | 1,460.000 | 1,460.000 | 2.50 | 3,650.00 | |||
| 0280 | FLOWABLE FILL | 02220 | CUYD | 3.50 | 3.500 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0290 | GRANULAR EMBANKMENT | 02223 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0300 | DITCHING | 02237 | LF | 36,685.00 | 36,685.000 | 38,484.000 | 38,484.000 | 1.25 | 48,105.00 | |||
| 0310 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0330 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0340 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0350 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0370 | REMOVE GUARDRAIL | 02381 | LF | 15,100.00 | 15,100.000 | 587.000 | 587.000 | 1.50 | 880.50 | |||
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 225.00 | 225.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0400 | CHANNEL LINING CLASS II | 02483 | TON | 2,330.00 | 2,330.000 | 53.130 | 1,196.280 | 1,249.410 | 22.00 | 1,168.86 | 27,487.02 | |
| 0410 | CHANNEL LINING CLASS III | 02484 | TON | 176.00 | 176.000 | 213.200 | 213.200 | 30.00 | 6,396.00 | |||
| 0420 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 630.000 | 630.000 | 3.00 | 1,890.00 | |||
| 0430 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0440 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 200.00 | 200.000 | 45.148 | 1,212.397 | 1,257.545 | 1.50 | 67.72 | 1,886.31 | |
| 0460 | MAINTAIN & CONTROL TRAFFIC IM 0653(037) | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 90,000.00 | 36,000.00 | |||
| 0470 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0480 | MOBILIZATION FOR MILL & TEXT IM 0653(037) | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,800.00 | 1,800.00 | 1,800.00 | |
| 0490 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 28,164.00 | 28,164.000 | 2,902.430 | 1,119.070 | 4,021.500 | 5.00 | 14,512.15 | 20,107.50 | |
| 0500 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 146,003.00 | 146,003.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0510 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0520 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0530 | CRASH CUSHION TYPE IX | 02929 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0540 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 720.00 | 720.000 | 1,160.000 | 1,160.000 | 9.50 | 11,020.00 | |||
| 0550 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 38,608.00 | 38,608.000 | 30,922.000 | 30,922.000 | 7.50 | 231,915.00 | |||
| 0560 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,108.00 | 10,108.000 | 3,000.000 | 4,640.000 | 7,640.000 | 1.25 | 3,750.00 | 9,550.00 | |
| 0570 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0580 | STEEL POST MILE MARKERS | 06412 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0590 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 376.00 | 376.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0600 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 293,990.00 | 293,990.000 | 5,617.000 | 28,555.000 | 34,172.000 | 0.15 | 842.55 | 5,125.80 | |
| 0620 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,204.00 | 1,204.000 | 0.000 | 0.000 | 17.85 | 0.00 | |||
| 0630 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 169.00 | 169.000 | 0.000 | 0.000 | 17.85 | 0.00 | |||
| 0640 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 464.00 | 464.000 | 12.000 | 12.000 | 5.00 | 60.00 | |||
| 0650 | CONCRETE-CLASS A | 08100 | CUYD | 8.00 | 8.000 | 0.930 | 9.910 | 10.840 | 450.00 | 418.50 | 4,878.00 | |
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 272.00 | 272.000 | 8.000 | 288.000 | 296.000 | 1.50 | 12.00 | 444.00 | |
| 0670 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0680 | REPLACE GRATE | 20366NN | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0690 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0700 | CLEAN CULVERT IM 0653(037) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0710 | PAVEMENT REPAIR MAJOR | 20757ED | SQYD | 115.00 | 115.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0720 | PAVEMENT REPAIR MINOR | 20757ED | SQYD | 270.00 | 270.000 | 718.650 | 718.650 | 75.00 | 53,898.75 | |||
| 0730 | EMBANKMENT | 21533EN | CUYD | 9,672.00 | 9,672.000 | 212.000 | 6,147.500 | 6,359.500 | 12.00 | 2,544.00 | 76,314.00 | |
| 0740 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 15,412.50 | 15,412.500 | 612.500 | 612.500 | 14.00 | 8,575.00 | |||
| 0750 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 100,079.00 | 100,079.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0760 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 79,973.00 | 79,973.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0770 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 4,864.00 | 4,864.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0780 | KPDES PERMIT AND TEMP EROSION CONTROL IM 0653(037) | 23143ED | LS | 1.00 | 1.000 | 0.450 | 0.050 | 0.500 | 40,000.00 | 18,000.00 | 20,000.00 | |
| 0790 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 146,995.00 | 146,995.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0800 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 8000 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 178.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 8001 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 238,612.000 | 33,075.000 | 113,740.000 | 146,815.000 | 0.43 | 14,222.25 | 63,130.45 | |
| 8002 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 119,306.000 | 12,100.000 | 12,100.000 | 0.52 | 6,292.00 | |||
| 8004 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 17,895.90 | 0.00 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 1,358.430 | 1,358.430 | 1.00 | 1,358.43 | |||
| 8007 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 2,000.00 | 6,000.00 | 6,000.00 | |
| 8008 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -41,205.000 | 0.000 | -41,205.000 | 1.00 | -41,205.00 | -41,205.00 | |
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | Category | 0002 BRIDGE | |||||||
| 0810 | FLOWABLE FILL | 02220 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | Category | 0003 BRIDGE | |||||||
| 0820 | FLOWABLE FILL | 02220 | CUYD | 15.00 | 15.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | Category | 0004 BRIDGE | |||||||
| 0830 | CHANNEL LINING CLASS III | 02484 | TON | 4,050.00 | 4,050.000 | 3,273.040 | 3,273.040 | 31.00 | 101,464.24 | |||
| 0840 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 311.00 | 311.000 | 311.000 | 311.000 | 373.00 | 116,003.00 | |||
| 0850 | STRUCTURAL STEEL 12615 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,000.00 | 48,000.00 | |||
| 0860 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 2,120.00 | 2,120.000 | 2,120.000 | 2,120.000 | 8.00 | 16,960.00 | |||
| 0870 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.50 | 4.500 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0880 | REINFORCED CONCRETE SLAB | 20186ED | SQYD | 2,120.00 | 2,120.000 | 2,120.000 | 2,120.000 | 119.00 | 252,280.00 | |||
| 0890 | REPLACE ARMORED EDGE | 20663ED | LF | 125.00 | 125.000 | 125.000 | 125.000 | 243.00 | 30,375.00 | |||
| 0900 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 1,312.00 | 1,312.000 | 984.000 | 984.000 | 26.00 | 25,584.00 | |||
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | Category | 0005 TRAFFIC LOOPS | |||||||
| 0910 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 9.23 | 0.00 | |||
| 0920 | TRENCHING AND BACKFILLING | 04820 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0930 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,385.00 | 0.00 | |||
| 0940 | LOOP WIRE | 04830 | LF | 1,830.00 | 1,830.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0950 | LOOP SAW SLOT AND FILL | 04895 | LF | 344.00 | 344.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0960 | WOOD POST | 20360ES818 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 261.00 | 0.00 | |||
| 0970 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0980 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 312.00 | 0.00 | |||
| Project | DE04700651050 | Fed/State Project Number | IM 0653(037) | Category | 0006 DEMOB AND MOB | |||||||
| 0990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 212,531.42 | 212,531.42 | |||
| 1000 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 61,988.33 | 0.00 | |||
| SUBTOT | $203,475.68 |
$3,909,810.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0310-1-0I |
GDRAIL GALV AW .109 | LF |
275.00 | 0003 | $16.310000 | $4,485.25 | ||||||
0320-1-0I |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0003 | $1497.010000 | $5,988.04 | ||||||
0330-1-0I |
CRASH CUSHION IX | EACH |
1.00 | 0003 | $3422.590000 | $3,422.59 | ||||||
0340-1-0I |
GUARDRAIL END TR 1 | EACH |
10.00 | 0003 | $1424.910000 | $14,249.10 | ||||||
0350-1-0I |
GUARDRAIL END TR 2A | EACH |
23.00 | 0003 | $285.480000 | $6,566.04 | ||||||
0360-1-0I |
GUARDRAIL END TR 7 | EACH |
1.00 | 0003 | $362.770000 | $362.77 | ||||||
0380-1-0I |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0003 | $116.110000 | $116.11 | ||||||
0390-1-0I |
GUARDRAIL END TR 4A | EACH |
12.00 | 0003 | $1318.770000 | $15,825.24 | ||||||
0530-1-0I |
CRASH CUSHION IX | EACH |
9.00 | 0003 | $3675.000000 | $33,075.00 | ||||||
0740-1-0I |
GDRAIL GALV AW .109 | LF |
15,412.50 | 0003 | $10.500000 | $161,831.25 | ||||||
0320-1-0A |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0007 | $1497.010000 | $-5,988.04 | ||||||
0380-1-0A |
GRDRAIL ACCESSORIES | EACH |
1.00 | 0007 | $116.110000 | $-116.11 | ||||||
0740-1-0A |
GDRAIL GALV AW .109 | LF |
612.50 | 0007 | $10.500000 | $-6,431.25 | ||||||
| SUBTOT | $233,385.99 |
|||||||||||