|
Report_Id: 091041 Est NO 0070 |
Date:09/04/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091041 | Estimate Number | 0070 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10300) Gunnell, Steven C. | ||||||
| Contractor | KANAWHA STONE COMPANY INC | ADDR SN 0 VC Code VS0000023738 | |||||
| PO BOX 503 | |||||||
| NITRO , WV , 25143 | |||||||
| Pay Period | 07/01/2013 TO 08/23/2013 | ||||||
| Date Approved | 09/04/2013 | ||||||
| Primary Proj Number | DE01300150941 | ||||||
| Project No. | ARRA 0151(066) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | JACKSON-CAMPTON ROAD (KY 15) ARRA | ||||||
| Description | FROM 0.70 MILE NORTH OF KY 15 AT JACKSON TO 0.31 MILE SOUTH OF STILLHOUSE HOLLOW | ||||||
| Date Let | 06/12/2009 | Formal Acceptance | |||||
| Date Awarded | 06/23/2009 | Date Work Began | 08/31/2009 | ||||
| Date Contract Executed | 07/14/2009 | Open To Traffic | |||||
| Date NTP Issued | 07/14/2009 | Actual Completion Date | |||||
| Current Contract Amount | $22,779,082.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $21,621,978.65 |
Total Earnings | $22,416,990.15 |
$22,334,490.15 |
$82,500.00 |
|
| Percent Complete | 98.41 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $362,092.00 |
Gross Earnings | $22,416,990.15 |
$22,334,490.15 |
$82,500.00 |
|
| Total Change Orders | $1,157,103.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $22,416,990.15 |
$22,334,490.15 |
$82,500.00 |
|||
| Contract Id | 091041 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0070 | Project Number | ARRA 0151(066) | |||||||
| Contractor | KANAWHA STONE COMPANY INC | Period | 07/01/2013 TO 08/23/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Erosion Control Improvements | Approved | 03/22/2010 | $43,705.33 | 0.0 | |||||
| 002 | Fuel Adjustment | Approved | 11/08/2010 | $261,345.39 | 0.0 | |||||
| 003 | Value Engineering / Traffic Shift / Temporary Waterline | Approved | 05/11/2011 | $450,274.76 | 0.0 | |||||
| 004 | Storm pipe change, slide, materials reimbursement | Approved | 04/01/2013 | $277,098.02 | 6.0 | |||||
| 005 | Bore and Jack items | Approved | 10/04/2011 | $124,680.00 | 3.0 | |||||
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 | 091041 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE01300150941 | ||||||
| Estimate Nbr | 0070 | Period | 07/01/2013 TO 08/23/2013 | |||||||
| Contractor | KANAWHA STONE COMPANY INC | |||||||||
| Project | DE01300150941 | Fed/State Project Number | ARRA 0151(066) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 14,355.00 | 14,916.650 | 7,792.080 | 7,792.080 | 21.85 | 170,256.94 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 44.70 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 34.00 | 34.000 | 33.860 | 33.860 | 110.00 | 3,724.60 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,602.00 | 7,913.590 | 7,185.080 | 7,185.080 | 69.75 | 501,159.33 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,898.00 | 1,898.000 | 1,400.440 | 1,400.440 | 84.50 | 118,337.18 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.00 | 4.000 | 1.650 | 1.650 | 685.00 | 1,130.25 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 287.00 | 1,552.550 | 1,975.470 | 1,975.470 | 99.75 | 197,053.13 | |||
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 278.00 | 278.000 | 312.500 | 312.500 | 56.59 | 17,684.37 | |||
| 0090 | CULVERT PIPE-24 IN | 00464 | LF | 79.00 | 0.000 | 0.000 | 0.000 | 77.70 | 0.00 | |||
| 0100 | CULVERT PIPE-30 IN | 00466 | LF | 1,029.00 | 1,029.000 | 917.000 | 917.000 | 77.91 | 71,443.47 | |||
| 0110 | CULVERT PIPE-54 IN | 00471 | LF | 260.00 | 260.000 | 285.000 | 285.000 | 180.73 | 51,508.05 | |||
| 0120 | CULVERT PIPE-60 IN | 00472 | LF | 1,249.00 | 1,249.000 | 1,254.500 | 1,254.500 | 681.00 | 854,314.50 | |||
| 0130 | CULVERT PIPE-72 IN | 00474 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 271.36 | 18,452.48 | |||
| 0140 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 120.00 | 120.000 | 119.500 | 119.500 | 64.22 | 7,674.29 | |||
| 0150 | STORM SEWER PIPE-18 IN | 00522 | LF | 278.00 | 0.000 | 0.000 | 0.000 | 75.87 | 0.00 | |||
| 0160 | STORM SEWER PIPE-24 IN | 00524 | LF | 718.00 | 0.000 | 0.000 | 0.000 | 84.23 | 0.00 | |||
| 0170 | STORM SEWER PIPE-30 IN | 00526 | LF | 931.00 | 0.000 | 0.000 | 0.000 | 100.54 | 0.00 | |||
| 0180 | STORM SEWER PIPE-36 IN | 00528 | LF | 724.00 | 341.000 | 0.000 | 0.000 | 121.61 | 0.00 | |||
| 0190 | PERFORATED PIPE-4 IN | 01000 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 15.47 | 1,825.46 | |||
| 0200 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 7.80 | 312.00 | |||
| 0210 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 828.69 | 0.00 | |||
| 0220 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,712.90 | 0.00 | |||
| 0230 | SLOPED BOX INLET-OUTLET TYPE 2 | 01441 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,712.90 | 1,712.90 | |||
| 0240 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,648.02 | 0.00 | |||
| 0250 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 6.000 | 7.000 | 7.000 | 2,083.01 | 14,581.07 | |||
| 0260 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,262.62 | 11,313.10 | |||
| 0270 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 12.000 | 13.000 | 13.000 | 2,568.15 | 33,385.95 | |||
| 0280 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,484.38 | 3,484.38 | |||
| 0290 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,323.23 | 6,646.46 | |||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,989.88 | 0.00 | |||
| 0310 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,030.71 | 0.00 | |||
| 0320 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,145.44 | 0.00 | |||
| 0330 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 283.92 | 1,703.52 | |||
| 0340 | REMOVE PAVEMENT | 02091 | SQYD | 454.00 | 454.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0350 | TEMP DITCH | 02159 | LF | 11,486.00 | 10,556.000 | 5,002.000 | 5,002.000 | 1.01 | 5,052.02 | |||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 6,409,598.00 | 6,305,561.000 | 6,305,561.000 | 6,305,561.000 | 2.57 | 16,205,291.77 | |||
| 0370 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 1,518.600 | 1,518.600 | 27.19 | 41,290.73 | |||
| 0380 | FENCE-WOVEN WIRE | 02261 | LF | 15,033.00 | 15,033.000 | 18,637.000 | 18,637.000 | 6.35 | 118,344.95 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 650.00 | 650.000 | 675.000 | 675.000 | 17.00 | 11,475.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0420 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 149.00 | 149.000 | 149.000 | 149.000 | 112.62 | 16,780.38 | |||
| 0430 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0440 | CHANNEL LINING CLASS IA | 02482 | TON | 811.00 | 811.000 | 0.000 | 0.000 | 102.48 | 0.00 | |||
| 0450 | CHANNEL LINING CLASS II | 02483 | TON | 5,905.00 | 5,905.000 | 1,432.240 | 1,432.240 | 24.64 | 35,290.39 | |||
| 0460 | CHANNEL LINING CLASS III | 02484 | TON | 3,832.00 | 3,127.000 | 9,022.610 | 9,022.610 | 24.64 | 222,317.11 | |||
| 0470 | CLEARING AND GRUBBING 130 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 466,733.11 | 466,733.11 | |||
| 0480 | SIGNS | 02562 | SQFT | 565.00 | 565.000 | 338.500 | 338.500 | 4.00 | 1,354.00 | |||
| 0490 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0500 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 414.00 | 414.000 | 8,119.210 | 8,119.210 | 2.00 | 16,238.42 | |||
| 0510 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0520 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0530 | TEMP SILT FENCE | 02701 | LF | 11,486.00 | 4,813.000 | 2,757.000 | 2,757.000 | 2.80 | 7,719.60 | |||
| 0540 | SILT TRAP TYPE A | 02703 | EACH | 257.00 | 122.000 | 25.000 | 25.000 | 209.41 | 5,235.25 | |||
| 0550 | SILT TRAP TYPE B | 02704 | EACH | 257.00 | 122.000 | 31.000 | 31.000 | 161.19 | 4,996.89 | |||
| 0560 | SILT TRAP TYPE C | 02705 | EACH | 129.00 | 60.000 | 3.000 | 3.000 | 151.33 | 453.99 | |||
| 0570 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 772.00 | 400.000 | 91.000 | 91.000 | 20.00 | 1,820.00 | |||
| 0580 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 772.00 | 400.000 | 44.000 | 44.000 | 20.00 | 880.00 | |||
| 0590 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 386.00 | 276.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0600 | CLEAN TEMP SILT FENCE | 02709 | LF | 22,972.00 | 21,112.000 | 1,180.000 | 1,180.000 | 0.33 | 389.40 | |||
| 0610 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0620 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0630 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,325.00 | 16,325.000 | 87,141.440 | 87,141.440 | 1.79 | 155,983.17 | |||
| 0640 | TEMP MULCH | 05952 | SQYD | 622,908.00 | 604,903.000 | 88,330.000 | 88,330.000 | 0.18 | 15,899.40 | |||
| 0650 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 52,481.00 | 51,179.000 | 76,039.830 | 76,039.830 | 0.22 | 16,728.76 | |||
| 0660 | TOPDRESSING FERTILIZER | 05966 | TON | 27.00 | 26.000 | 9.580 | 9.580 | 830.00 | 7,951.40 | |||
| 0670 | SEEDING AND PROTECTION | 05985 | SQYD | 524,802.00 | 524,802.000 | 388,292.040 | 388,292.040 | 0.32 | 124,253.45 | |||
| 0680 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 495,931.00 | 495,931.000 | 177,751.140 | 177,751.140 | 0.18 | 31,995.20 | |||
| 0690 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,600.00 | 20,600.000 | 50,614.000 | 50,614.000 | 0.21 | 10,628.94 | |||
| 0700 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,720.00 | 3,720.000 | 6,348.000 | 6,348.000 | 0.21 | 1,333.08 | |||
| 0710 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0720 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 95.00 | 95.000 | 112.000 | 112.000 | 8.25 | 924.00 | |||
| 0730 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| 0740 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 95.00 | 95.000 | 78.810 | 78.810 | 941.00 | 74,160.21 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 6,927.00 | 6,927.000 | 5,767.000 | 5,767.000 | 0.77 | 4,440.59 | |||
| 0770 | FUEL ADJUSTMENT | 10020NS | DOLL | 15,185.00 | 276,530.390 | 571,471.690 | 571,471.690 | 1.00 | 571,471.69 | |||
| 0780 | ASPHALT ADJUSTMENT (REVISED: 6-2-09) | 10030NS | DOLL | 18,760.00 | 18,760.000 | 45,181.210 | 45,181.210 | 1.00 | 45,181.21 | |||
| 0790 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,833.00 | 2,833.000 | 2,068.000 | 2,068.000 | 5.00 | 10,340.00 | |||
| 0890 | CONCRETE BARRIER WALL TYPE 9T (ADDED: 6-3-09) | 03171 | LF | 3,300.00 | 3,300.000 | 3,220.000 | 3,220.000 | 27.00 | 86,940.00 | |||
| 8001 | SEDIMENTATION BASIN-SPECIAL | 22579NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 89,338.98 | 89,338.98 | |||
| 8002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 2,000.000 | 3,773.830 | 3,773.830 | 21.85 | 82,458.18 | |||
| 8003 | VALUE ENGINEERING RELOCATE APPROACH ROAD | 10120NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 119,298.00 | 119,298.00 | |||
| 8005 | ROADWAY EXCAVATION STA 1278 BENCH | 02200 | CUYD | 0.00 | 12,036.000 | 12,036.000 | 12,036.000 | 7.97 | 95,926.92 | |||
| 8006 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 1,237.500 | 1,237.500 | 1,237.500 | 14.50 | 17,943.75 | |||
| 8007 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 3,480.000 | 3,764.020 | 3,764.020 | 14.50 | 54,578.29 | |||
| 8008 | ROADWAY EXCAVATION slide repair | 02200 | CUYD | 0.00 | 3,750.000 | 3,750.000 | 3,750.000 | 16.84 | 63,150.00 | |||
| 8009 | DESIGN ENGINEERING | 21814NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 8010 | STORM SEWER PIPE-18 IN | 00522 | LF | 0.00 | 278.000 | 72.500 | 72.500 | 79.62 | 5,772.45 | |||
| 8011 | STORM SEWER PIPE-24 IN | 00524 | LF | 0.00 | 718.000 | 630.000 | 630.000 | 90.91 | 57,273.30 | |||
| 8012 | STORM SEWER PIPE-30 IN | 00526 | LF | 0.00 | 931.000 | 851.500 | 851.500 | 104.44 | 88,930.66 | |||
| 8013 | STORM SEWER PIPE-36 IN | 00528 | LF | 0.00 | 724.000 | 1,028.000 | 1,028.000 | 126.04 | 129,569.12 | |||
| 8015 | BORE AND JACK PIPE-30 IN Solid Rock | 21800EN | LF | 0.00 | 120.000 | 100.000 | 100.000 | 601.00 | 60,100.00 | |||
| 8017 | BORE AND JACK PIPE-20 IN solid rock | 23125EN | LF | 0.00 | 90.000 | 92.000 | 92.000 | 584.00 | 53,728.00 | |||
| 8018 | COST PLUS WORK Slide Repair and Working around low power lines | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 83,436.36 | 83,436.36 | |||
| Project | DE01300150941 | Fed/State Project Number | ARRA 0151(066) | Category | 0002 DEMOB | |||||||
| 0800 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 509,428.00 | 509,428.00 | |||
| 0810 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 330,000.00 | 82,500.00 | 247,500.00 | |
| Project | DE01300150941 | Fed/State Project Number | ARRA 0151(066) | Category | 0003 WATERLINE | |||||||
| 0820 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 150.00 | 150.000 | 160.000 | 160.000 | 65.75 | 10,520.00 | |||
| 0830 | PVC PIPE-6 IN | 03385 | LF | 2,076.00 | 2,076.000 | 1,942.000 | 1,942.000 | 22.50 | 43,695.00 | |||
| 0840 | TAPPING SLEEVE & VALVE 6 IN | 03551 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,550.00 | 12,750.00 | |||
| 0850 | SEEDING AND PROTECTION | 05985 | SQYD | 932.00 | 932.000 | 932.000 | 932.000 | 0.32 | 298.24 | |||
| 0860 | CUT AND CAP WATERLINE | 22012NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0870 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,551.00 | 3,102.00 | |||
| 8004 | HDPE-6 IN | 22444EN | LF | 0.00 | 1,400.000 | 1,400.000 | 1,400.000 | 30.25 | 42,350.00 | |||
| 8016 | BOOSTER PUMP STATION | 24142EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 161,738.90 | 0.00 | |||
| Project | DE01300150941 | Fed/State Project Number | ARRA 0151(066) | Category | 0004 TRAINEES | |||||||
| 0880 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING/OFF ROAD TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 799.500 | 799.500 | 1.00 | 799.50 | |||
| Project | DE01300150941 | Fed/State Project Number | ARRA 0151(066) | Category | 0005 NON-PARTICIPATING FHWA | |||||||
| 8014 | REIMBURSEMENT EXCESS PIPE & PRECAST BOXES | 10299N | DOLL | 0.00 | 19,245.800 | 19,245.800 | 19,245.800 | 1.00 | 19,245.80 | |||
| SUBTOT | $82,500.00 |
$22,416,990.13 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||