|
ContID 071116 EST NO 0016 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071116 | Estimate Number | 0016 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10311) Rogers, Michael A. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 12/28/2007 TO 01/24/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE03300820715 | ||||||
| Project No. | FD04 033 0082 004-005 | ||||||
| Primary County | ESTILL | ||||||
| Name of Road | HARGETT-CLAY CITY ROAD (KY 82) | ||||||
| Description | CURVE REVISION AT SALEM CHURCH | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | |||||
| Date Awarded | 04/30/2007 | Date Work Began | 06/04/2007 | ||||
| Date Contract Executed | 05/04/2007 | Open To Traffic | |||||
| Date NTP Issued | 05/04/2007 | Actual Completion Date | |||||
| Current Contract Amount | $3,821,196.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,405,547.05 |
Total Earnings | $2,322,838.34 |
$2,317,943.34 |
$4,895.00 |
|
| Percent Complete | 60.79 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,498,357.66 |
Gross Earnings | $2,322,838.34 |
$2,317,943.34 |
$0.00 |
|
| Total Change Orders | $415,648.95 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,322,838.34 |
$2,317,943.34 |
4,895.00 |
|||
| Contract Id | 071116 | Change Order Summary |
County | ESTILL | ||||||
| Estimate Nbr | 0016 | Project Number | FD04 033 0082 004-005 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 12/28/2007 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utility & Geotechnical Issues | Approved | 09/24/2007 | $245,763.95 | 0.0 | |||||
| 002 | Constructability Issues | Approved | 10/31/2007 | $169,885.00 | 13.0 | |||||
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 | 071116 | COMMONWEALTH OF KENTUCKY |
County | ESTILL | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE03300820715 | ||||||
| Estimate Nbr | 0016 | Period | 12/28/2007 TO 01/24/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE03300820715 | Fed/State Project Number | FD04 033 0082 004-005 | 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 | 17,357.00 | 17,357.000 | 8,176.650 | 8,176.650 | 17.25 | 141,047.21 | |||
| 0020 | DRAINAGE BLANKET-TYPE I-UNTR | 00015 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 40.10 | 0.00 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 1,812.00 | 1,812.000 | 392.720 | 392.720 | 15.50 | 6,087.16 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 211.00 | 211.000 | 26.130 | 26.130 | 27.50 | 718.57 | |||
| 0050 | ASPHALT SEAL COAT | 00103 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 17,679.00 | 17,879.000 | 9,571.870 | 9,571.870 | 59.00 | 564,740.33 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 7.90 | 7.900 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,018.00 | 3,018.000 | 80.320 | 80.320 | 64.00 | 5,140.48 | |||
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | LF | 156.00 | 156.000 | 128.000 | 128.000 | 31.75 | 4,064.00 | |||
| 0100 | ENTRANCE PIPE-18 INCH | 00441 | LF | 112.00 | 112.000 | 72.000 | 72.000 | 34.50 | 2,484.00 | |||
| 0110 | ENTRANCE PIPE-24 INCH | 00443 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 54.55 | 2,400.20 | |||
| 0120 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 495.00 | 495.000 | 410.000 | 410.000 | 74.00 | 30,340.00 | |||
| 0140 | CULVERT PIPE-24 INCH | 00464 | LF | 296.50 | 296.500 | 298.000 | 298.000 | 85.00 | 25,330.00 | |||
| 0150 | CULVERT PIPE-30 INCH | 00466 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 130.00 | 10,400.00 | |||
| 0160 | CULVERT PIPE-36 INCH | 00468 | LF | 137.00 | 137.000 | 136.000 | 136.000 | 100.00 | 13,600.00 | |||
| 0170 | PERFORATED PIPE-4 INCH | 01000 | LF | 830.00 | 830.000 | 428.000 | 428.000 | 12.50 | 5,350.00 | |||
| 0180 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 151.00 | 151.000 | 92.000 | 92.000 | 20.60 | 1,895.20 | |||
| 0190 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 1,075.00 | 3,225.00 | |||
| 0200 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,575.00 | 12,600.00 | |||
| 0210 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,875.00 | 0.00 | |||
| 0220 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,250.00 | 20,250.00 | |||
| 0230 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,600.00 | 7,800.00 | |||
| 0240 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,850.00 | 4,850.00 | |||
| 0250 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 4,100.00 | 16,400.00 | |||
| 0260 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,895.00 | 4,895.00 | 4,895.00 | |
| 0270 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,375.00 | 0.00 | |||
| 0280 | FLUME INLET TYPE 2 | 01691 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0290 | LIP CURB AND GUTTER | 01820 | LF | 324.00 | 324.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0300 | ASPHALT WEDGE CURB | 01897 | LF | 986.00 | 986.000 | 0.000 | 0.000 | 14.75 | 0.00 | |||
| 0310 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0320 | REMOVE PAVEMENT | 02091 | SQYD | 1,145.00 | 1,145.000 | 613.000 | 613.000 | 5.75 | 3,524.75 | |||
| 0330 | PAVED DITCH TYPE 1 | 02157 | SQYD | 86.00 | 86.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0340 | TEMPORARY DITCH | 02159 | LF | 5,150.00 | 5,150.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0350 | GRANULAR EMBANKMENT | 02223 | CUYD | 658.00 | 7,058.000 | 4,492.220 | 4,492.220 | 31.00 | 139,258.82 | |||
| 0360 | EMBANKMENT IN PLACE | 02230 | CUYD | 86,206.00 | 88,506.000 | 87,009.880 | 87,009.880 | 7.10 | 617,770.14 | |||
| 0370 | WATER | 02242 | MGAL | 488.00 | 488.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0380 | FENCE-TEMPORARY | 02259 | LF | 230.00 | 230.000 | 200.000 | 200.000 | 3.50 | 700.00 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,350.00 | 3,350.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0400 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 76.50 | 76.50 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 920.00 | 0.00 | |||
| 0420 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 820.00 | 0.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,835.00 | 5,505.00 | |||
| 0440 | TEMPORARY GUARDRAIL | 02397 | LF | 1,925.00 | 1,925.000 | 2,945.000 | 2,945.000 | 7.70 | 22,676.50 | |||
| 0450 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 0460 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 0470 | CHANNEL LINING CLASS III | 02484 | TON | 3,080.00 | 3,080.000 | 2,213.100 | 2,213.100 | 19.25 | 42,602.17 | |||
| 0480 | CLEARING AND GRUBBING 24 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0490 | SIGNS | 02562 | SQFT | 325.00 | 325.000 | 464.000 | 464.000 | 8.00 | 3,712.00 | |||
| 0500 | EDGE KEY | 02585 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0510 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 32.00 | 32.000 | 13.330 | 13.330 | 5.25 | 69.98 | |||
| 0520 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 35,000.00 | 26,250.00 | |||
| 0530 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 100,000.00 | 65,000.00 | |||
| 0540 | TEMPORARY SILT FENCE | 02701 | LF | 2,830.00 | 2,830.000 | 3,939.000 | 3,939.000 | 2.50 | 9,847.50 | |||
| 0550 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 295.00 | 0.00 | |||
| 0560 | SILT TRAP TYPE B | 02704 | EACH | 55.00 | 55.000 | 19.000 | 19.000 | 210.00 | 3,990.00 | |||
| 0570 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0580 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 220.00 | 220.000 | 2.000 | 2.000 | 31.00 | 62.00 | |||
| 0590 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 8,490.00 | 8,490.000 | 321.000 | 321.000 | 1.25 | 401.25 | |||
| 0600 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 35,000.00 | 26,250.00 | |||
| 0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,092.00 | 5,092.000 | 10,901.444 | 10,901.444 | 1.20 | 13,081.73 | |||
| 0620 | TEMPORARY MULCH | 05952 | SQYD | 84,278.00 | 84,278.000 | 47,630.560 | 47,630.560 | 0.13 | 6,191.97 | |||
| 0630 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,428.00 | 8,428.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0640 | TOPDRESSING FERTILIZER | 05966 | TON | 4.40 | 4.400 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0650 | SEEDING AND PROTECTION | 05985 | SQYD | 84,278.00 | 84,278.000 | 10,901.444 | 10,901.444 | 0.36 | 3,924.51 | |||
| 0660 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 18,051.00 | 18,051.000 | 10,244.444 | 10,244.444 | 0.23 | 2,356.22 | |||
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 36,690.00 | 36,690.000 | 33,906.000 | 33,906.000 | 0.26 | 8,815.56 | |||
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,670.00 | 29,670.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0690 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0700 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0710 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0720 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 542.00 | 542.000 | 421.200 | 421.200 | 30.00 | 12,636.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 16.74 | 16.740 | 15.810 | 15.810 | 781.04 | 12,348.24 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 776.00 | 776.000 | 768.000 | 768.000 | 2.00 | 1,536.00 | |||
| 0750 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 19,000.00 | 19,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0760 | FUEL ADJUSTMENT | 10020NS | DOLL | 29,826.00 | 29,826.000 | 7,250.000 | 7,250.000 | 1.00 | 7,250.00 | |||
| 0770 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 34,555.00 | 34,555.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0780 | SILT TRAP TYPE C | 20496NS843 | EACH | 14.00 | 14.000 | 4.000 | 4.000 | 240.00 | 960.00 | |||
| 0790 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 56.00 | 56.000 | 4.000 | 4.000 | 26.00 | 104.00 | |||
| 0800 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0810 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,306.00 | 2,306.000 | 471.780 | 471.780 | 2.00 | 943.56 | |||
| 0820 | WOOD PLANK FENCE | 22000ED | LF | 128.00 | 128.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0830 | WOOD PLANK-BARBED WIRE FENCE | 22001ED | LF | 896.00 | 896.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0840 | WOVEN WIRE FENCE-NON-STD | 22002ED | LF | 2,115.00 | 2,115.000 | 0.000 | 0.000 | 6.85 | 0.00 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 12,800.000 | 7,182.070 | 7,182.070 | 3.50 | 25,137.24 | |||
| 8004 | FENCE-TEMPORARY FARM-4 STRAND BARB WIRE | 02259 | LF | 0.00 | 2,500.000 | 2,500.000 | 2,500.000 | 3.75 | 9,375.00 | |||
| 8005 | MAINTAIN & CONTROL TRAFFIC WATERLINE & ENCASEMENT PIPE | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,650.00 | 10,650.00 | |||
| Project | DE03300820715 | Fed/State Project Number | FD04 033 0082 004-005 | Category | 0002 LANDSCAPING | |||||||
| 0850 | WHITE ASH TREE | 20440MS724 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 41.00 | 820.00 | |||
| 0860 | RED MAPLE | 20443MS724 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 41.00 | 820.00 | |||
| 0870 | PIN OAK | 20511NS724 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 41.00 | 820.00 | |||
| 0880 | BLACK WALNUT | 21140NS724 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 41.00 | 820.00 | |||
| 0890 | MITIGATION SEEDING | 21365ED | SQYD | 495.00 | 495.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| Project | DE03300820715 | Fed/State Project Number | FD04 033 0082 004-005 | Category | 0003 WATERLINE | |||||||
| 0900 | PVC PIPE-4 INCH | 03383 | LF | 5,300.00 | 5,787.000 | 7,127.000 | 7,127.000 | 12.85 | 91,581.95 | |||
| 0910 | REMOVE AND RELOCATE METER | 03432 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 590.00 | 7,080.00 | |||
| 0920 | RECONNECT SERVICE | 03437 | EACH | 17.00 | 20.000 | 20.000 | 20.000 | 280.00 | 5,600.00 | |||
| 0930 | RECONNECT TO MAIN | 03438 | EACH | 16.00 | 19.000 | 18.000 | 18.000 | 340.00 | 6,120.00 | |||
| 0940 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 2.00 | 3.000 | 4.000 | 4.000 | 1,600.00 | 6,400.00 | |||
| 0950 | TIE-IN 4 INCH | 03464 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0960 | GATE VALVE-4 INCH | 03524 | EACH | 3.00 | 4.000 | 5.000 | 5.000 | 565.00 | 2,825.00 | |||
| 0970 | SERVICE PIPING LONG-SIDE M-C INST 1 IN | 20730ND | EACH | 12.00 | 15.000 | 9.000 | 9.000 | 1,750.00 | 15,750.00 | |||
| 0980 | SERVICE PIPING SHORT-SIDE M-C INST 1 IN | 20731ND | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 1,250.00 | 11,250.00 | |||
| 0990 | BITUMINOUS PAVING REPLACEMENT | 21186ED | LF | 72.00 | 72.000 | 21.000 | 21.000 | 20.50 | 430.50 | |||
| 1000 | CRUSHED STONE BACKFILL | 22003ED | LF | 72.00 | 1,209.000 | 174.000 | 174.000 | 15.50 | 2,697.00 | |||
| 1010 | RECONNECT HYDRANT | 22004ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 8000 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 0.00 | 200.000 | 260.000 | 260.000 | 110.00 | 28,600.00 | |||
| 8001 | PVC PIPE-4 INCH TEMPORARY WATERLINE | 03383 | LF | 0.00 | 700.000 | 700.000 | 700.000 | 47.50 | 33,250.00 | |||
| 8002 | STAKING TEMPORARY WATERLINE | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8006 | EW~ EXTRA DEPTH WATERLINE EXCAVATION | 10093EX | LF | 0.00 | 710.000 | 710.000 | 710.000 | 20.00 | 14,200.00 | |||
| 8007 | ROAD BORE POLYETHYLENE MAIN DIRECT 4 INCH | 20650EX | LF | 0.00 | 650.000 | 0.000 | 0.000 | 28.75 | 0.00 | |||
| Project | DE03300820715 | Fed/State Project Number | FD04 033 0082 004-005 | Category | 0004 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1020 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 1030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| SUBTOT | $4,895.00 |
$2,322,838.287 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||