|
Report_Id: 211342 Est NO 0015 |
Date:10/28/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211342 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 10/08/2022 TO 10/21/2022 | ||||||
| Date Approved | 10/28/2022 | ||||||
| Primary Proj Number | DE04790012132 | ||||||
| Project No. | FD04 047 9001 120-131 | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | WESTERN KENTUCKY PARKWAY (WK 9001) | ||||||
| Description | FROM MILEPOINT 119.649 TO MILEPOINT 130.786 | ||||||
| Date Let | 10/22/2021 | Formal Acceptance | |||||
| Date Awarded | 11/03/2021 | Date Work Began | 03/30/2022 | ||||
| Date Contract Executed | 11/09/2021 | Open To Traffic | |||||
| Date NTP Issued | 11/09/2021 | Actual Completion Date | 10/01/2022 | ||||
| Current Contract Amount | $12,831,944.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,831,945.01 |
Total Earnings | $12,396,529.24 |
$12,344,330.34 |
$52,198.90 |
|
| Percent Complete | 96.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $435,415.68 |
Gross Earnings | $12,396,529.24 |
$12,344,330.34 |
$52,198.90 |
|
| Total Change Orders | $-0.09 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,396,529.24 |
$12,344,330.34 |
$52,198.90 |
|||
| Contract Id | 211342 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0015 | Project Number | FD04 047 9001 120-131 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 10/08/2022 TO 10/21/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt Material for Tack Non Tracking | Approved | 06/13/2022 | $-0.09 | 0.0 | |||||
| 002 | Non-Spec Material Override | Approved | 06/07/2022 | $0.00 | 0.0 | |||||
| 003 | Lot Pay Adjustment Override | Approved | 08/12/2022 | $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 | 211342 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE04790012132 | ||||||
| Estimate Nbr | 0015 | Period | 10/08/2022 TO 10/21/2022 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | ||||||||
| 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 | |
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 22,439.00 | 22,439.000 | 25,580.990 | 25,580.990 | 24.41 | 624,431.96 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2,170.50 | 2,170.500 | 2,166.720 | 2,166.720 | 66.50 | 144,086.88 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 260.50 | 260.500 | 208.360 | 208.360 | 657.24 | 136,942.52 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 633.00 | 633.000 | 756.550 | 756.550 | 66.60 | 50,386.23 | |||
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 434.00 | 434.000 | 425.060 | 425.060 | 81.03 | 34,442.61 | |||
| 0030 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 61,704.00 | 61,704.000 | 59,740.720 | 59,740.720 | 58.72 | 3,507,975.07 | |||
| 0035 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 10,906.00 | 10,906.000 | 10,099.600 | 10,099.600 | 62.37 | 629,912.05 | |||
| 0040 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 31,147.00 | 31,147.000 | 29,302.840 | 29,302.840 | 75.79 | 2,220,862.24 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 369.10 | 0.000 | 0.000 | 0.000 | 452.83 | 0.00 | |||
| 0050 | REMOVE PAVEMENT | 02091 | SQYD | 3,759.50 | 3,759.500 | 3,759.931 | 3,759.931 | 7.19 | 27,033.90 | |||
| 0055 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 88,252.00 | 88,252.000 | 82,322.350 | 82,322.350 | 4.81 | 395,970.50 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 240,973.00 | 240,973.000 | 233,721.000 | 233,721.000 | 0.35 | 81,802.35 | |||
| 8000 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 219.720 | 290.070 | 290.070 | 760.69 | 220,654.21 | |||
| 8001 | NON-SPEC MATERIAL PG 76-22 Binder | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 17,137.460 | 17,137.460 | 1.00 | 17,137.46 | |||
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,113.00 | 2,113.000 | 2,008.615 | 2,008.615 | 37.35 | 75,021.77 | |||
| 0075 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,200.00 | 20,800.00 | |||
| 0080 | REMOVE INLET | 01718 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 460.00 | 460.000 | 454.000 | 454.000 | 7.84 | 3,559.36 | |||
| 0090 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9.22 | 0.00 | |||
| 0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 13.35 | 0.00 | |||
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,060.00 | 1,060.000 | 1,060.000 | 1,060.000 | 3.86 | 4,091.60 | |||
| 0105 | ROADWAY EXCAVATION | 02200 | CUYD | 358.00 | 358.000 | 358.000 | 358.000 | 17.74 | 6,350.92 | |||
| 0110 | FLOWABLE FILL | 02220 | CUYD | 26.00 | 26.000 | 8.000 | 8.000 | 251.26 | 2,010.08 | |||
| 0115 | EMBANKMENT IN PLACE | 02230 | CUYD | 3,324.00 | 3,324.000 | 3,324.000 | 3,324.000 | 16.55 | 55,012.20 | |||
| 0120 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 8.00 | 1,600.00 | |||
| 0125 | REMOVE FENCE | 02265 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 3,025.00 | 121,000.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 885.37 | 35,414.80 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 726.73 | 726.73 | |||
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 33,941.80 | 33,941.800 | 28,262.500 | 28,262.500 | 1.30 | 36,741.25 | |||
| 0150 | FILL AND CAP SINKHOLE | 02471 | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 3,972.13 | 51,637.69 | |||
| 0155 | CHANNEL LINING CLASS II | 02483 | TON | 293.00 | 293.000 | 573.870 | 573.870 | 39.73 | 22,799.85 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 614.000 | 614.000 | 5.05 | 3,100.70 | |||
| 0170 | DITCHING AND SHOULDERING | 02575 | LF | 59,192.00 | 59,192.000 | 59,192.000 | 59,192.000 | 2.13 | 126,078.96 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 436,781.29 | 436,781.29 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 4,152.47 | 16,609.88 | |||
| 0185 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0190 | TEMP SILT FENCE | 02701 | LF | 2,565.00 | 2,565.000 | 462.000 | 462.000 | 1.65 | 762.30 | |||
| 0195 | SILT TRAP TYPE A | 02703 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 185.40 | 0.00 | |||
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 1.000 | 1.000 | 184.76 | 184.76 | |||
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 2.000 | 2.000 | 228.77 | 457.54 | |||
| 0210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,730.00 | 50,730.00 | |||
| 0230 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,584.91 | 3,169.82 | |||
| 0235 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,705.28 | 1,705.28 | |||
| 0240 | CRASH CUSHION TYPE IX | 02929 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 7,694.75 | 61,558.00 | |||
| 0245 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,060.00 | 1,060.000 | 1,060.000 | 1,060.000 | 16.88 | 17,892.80 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,000.00 | 1,000.000 | 4,981.890 | 4,981.890 | 1.75 | 8,718.30 | |||
| 0255 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.100 | 0.100 | 900.00 | 90.00 | |||
| 0260 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0265 | SEEDING AND PROTECTION | 05985 | SQYD | 10,164.00 | 10,164.000 | 1,564.110 | 1,564.110 | 0.40 | 625.64 | |||
| 0270 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0275 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 981.00 | 981.000 | 523.000 | 523.000 | 39.03 | 20,412.69 | |||
| 0280 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 80.00 | 80.000 | 55.000 | 55.000 | 39.03 | 2,146.65 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 256,784.00 | 256,784.000 | 252,972.000 | 252,972.000 | 0.25 | 63,243.00 | |||
| 0290 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,022.00 | 1,022.000 | 1,284.000 | 1,284.000 | 0.50 | 642.00 | |||
| 0295 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 153,040.00 | 153,040.000 | 34,481.000 | 114,183.000 | 148,664.000 | 1.30 | 44,825.30 | 193,263.20 | |
| 0300 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 122,249.00 | 122,249.000 | 5,672.000 | 110,335.000 | 116,007.000 | 1.30 | 7,373.60 | 150,809.10 | |
| 0305 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,157.00 | 3,157.000 | 3,006.000 | 3,006.000 | 4.00 | 12,024.00 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0315 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0320 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 152.00 | 152.000 | 370.000 | 370.000 | 15.00 | 5,550.00 | |||
| 0330 | REMOVE SUPERSTRUCTURE EXISTING KY 222 BRIDGE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 0335 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,560.00 | 4,560.00 | |||
| 0340 | FUEL ADJUSTMENT | 10020NS | DOLL | 96,864.00 | 96,864.000 | 39,653.300 | 39,653.300 | 1.00 | 39,653.30 | |||
| 0345 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 188,683.00 | 188,683.000 | 317,171.300 | 317,171.300 | 1.00 | 317,171.30 | |||
| 0350 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 244,498.00 | 244,498.000 | 244,246.000 | 244,246.000 | 0.11 | 26,867.06 | |||
| 0355 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 488.00 | 1,952.00 | |||
| 0360 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 32,549.80 | 32,549.800 | 33,165.250 | 33,165.250 | 30.35 | 1,006,565.33 | |||
| 0365 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,687.00 | 1,687.000 | 1,609.000 | 1,609.000 | 18.00 | 28,962.00 | |||
| 0370 | PAVE MOUNT INFRARED TEMP EQUIPMENT (REVISED 10-18-2021) | 24891EC | SF | 5,974,814.00 | 5,974,814.000 | 2,636,772.000 | 2,636,772.000 | 0.01 | 26,367.72 | |||
| 0375 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,609.83 | 6,439.32 | |||
| 0380 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 10.00 | 10.000 | 6.000 | 6.000 | 5,790.00 | 34,740.00 | |||
| 0385 | QUEUE WARNING PCMS | 26137EC | MONT | 40.00 | 40.000 | 24.000 | 24.000 | 0.01 | 0.24 | |||
| 0390 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 40.00 | 40.000 | 24.000 | 24.000 | 0.01 | 0.24 | |||
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | 0003 DRAINAGE | |||||||
| 0395 | CULVERT PIPE-15 IN | 00461 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 209.33 | 0.00 | |||
| 0400 | CULVERT PIPE-18 IN | 00462 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 241.69 | 0.00 | |||
| 0405 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,112.50 | 0.00 | |||
| 0410 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,225.71 | 0.00 | |||
| 0415 | CHANNEL LINING CLASS III | 02484 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 96.66 | 0.00 | |||
| 0420 | REPLACE GRATE | 20366NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,559.28 | 0.00 | |||
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | 0004 BRIDGE - KY 222 OVER WESTERN KY PKWY (WK-9001) | |||||||
| 0425 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 14.20 | 14.200 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0430 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 44.40 | 44.400 | 44.000 | 44.000 | 400.00 | 17,600.00 | |||
| 0435 | MASONRY COATING | 02998 | SQYD | 368.00 | 368.000 | 368.000 | 368.000 | 10.00 | 3,680.00 | |||
| 0440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 53.10 | 53.100 | 53.100 | 53.100 | 60.00 | 3,186.00 | |||
| 0445 | CONCRETE-CLASS A | 08100 | CUYD | 126.90 | 126.900 | 116.700 | 116.700 | 800.00 | 93,360.00 | |||
| 0450 | CONCRETE-CLASS AA | 08104 | CUYD | 176.30 | 176.300 | 176.300 | 176.300 | 1,200.00 | 211,560.00 | |||
| 0455 | STEEL REINFORCEMENT | 08150 | LB | 12,403.00 | 12,403.000 | 12,403.000 | 12,403.000 | 1.20 | 14,883.60 | |||
| 0460 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 65,965.00 | 65,965.000 | 65,965.000 | 65,965.000 | 1.25 | 82,456.25 | |||
| 0465 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 796.00 | 796.000 | 796.000 | 796.000 | 300.00 | 238,800.00 | |||
| 0470 | CONCRETE SEALING | 23378EC | SQFT | 12,072.00 | 12,072.000 | 12,072.000 | 12,072.000 | 1.25 | 15,090.00 | |||
| 0475 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 463.40 | 463.400 | 463.400 | 463.400 | 115.00 | 53,291.00 | |||
| Project | DE04790012132 | Fed/State Project Number | FD04 047 9001 120-131 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0480 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 360,183.68 | 360,183.68 | |||
| 0485 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 180,091.84 | 0.00 | |||
| SUBTOT | $52,198.90 |
$12,396,529.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0360-7-0I |
GDRAIL GALV AW .109 | FT |
1,763.74 | 0007 | $30.350000 | $53,529.50 | ||||||
0360-6-0I |
GDRAIL GALV AW .109 | FT |
3,450.67 | 0007 | $30.350000 | $104,727.83 | ||||||
0360-8-0I |
GDRAIL GALV AW .109 | FT |
1,329.58 | 0007 | $30.350000 | $40,352.75 | ||||||
0360-5-0I |
GDRAIL GALV AW .109 | FT |
1,725.33 | 0007 | $30.350000 | $52,363.76 | ||||||
0360-4-0I |
GDRAIL GALV AW .109 | FT |
1,367.41 | 0007 | $30.350000 | $41,500.89 | ||||||
0360-3-0I |
GDRAIL GALV AW .109 | FT |
1,367.41 | 0007 | $30.350000 | $41,500.89 | ||||||
0360-2-0I |
GDRAIL GALV AW .109 | FT |
2,810.72 | 0007 | $30.350000 | $85,305.35 | ||||||
0360-1-0I |
GDRAIL GALV AW .109 | FT |
1,443.30 | 0007 | $30.350000 | $43,804.15 | ||||||
0360-10-0I |
GDRAIL GALV AW .109 | FT |
1,854.73 | 0008 | $30.350000 | $56,291.05 | ||||||
0360-9-0I |
GDRAIL GALV AW .109 | FT |
3,075.74 | 0008 | $30.350000 | $93,348.70 | ||||||
0360-9-0A |
GDRAIL GALV AW .109 | FT |
3,075.74 | 0009 | $30.350000 | $-93,348.70 | ||||||
0360-8-0A |
GDRAIL GALV AW .109 | FT |
1,329.58 | 0009 | $30.350000 | $-40,352.75 | ||||||
0360-10-0A |
GDRAIL GALV AW .109 | FT |
1,854.73 | 0009 | $30.350000 | $-56,291.05 | ||||||
0360-7-0A |
GDRAIL GALV AW .109 | FT |
1,763.74 | 0009 | $30.350000 | $-53,529.50 | ||||||
0360-6-0A |
GDRAIL GALV AW .109 | FT |
3,450.67 | 0009 | $30.350000 | $-104,727.83 | ||||||
0360-5-0A |
GDRAIL GALV AW .109 | FT |
1,725.33 | 0009 | $30.350000 | $-52,363.76 | ||||||
0360-4-0A |
GDRAIL GALV AW .109 | FT |
1,367.41 | 0009 | $30.350000 | $-41,500.89 | ||||||
0360-3-0A |
GDRAIL GALV AW .109 | FT |
1,367.41 | 0009 | $30.350000 | $-41,500.89 | ||||||
0360-2-0A |
GDRAIL GALV AW .109 | FT |
2,810.72 | 0009 | $30.350000 | $-85,305.35 | ||||||
0360-1-0A |
GDRAIL GALV AW .109 | FT |
1,443.30 | 0009 | $30.350000 | $-43,804.15 | ||||||
| SUBTOT | $0.00 |
|||||||||||