|
Report_Id: 234213 Est NO 0002 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234213 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | RAME CONTRACTING LLC | ADDR SN 1 VC Code KY0036496 | |||||
| 651 CO-OP DRIVE | |||||||
| PO BOX 293 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 09/09/2023 TO 09/22/2023 | ||||||
| Date Approved | 10/02/2023 | ||||||
| Primary Proj Number | 0411500552301 | ||||||
| Project No. | HSIP 5124 (010), FD05 115 0055 005-010 | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | BLOOMFIELD ROAD (KY 55) | ||||||
| Description | FROM THE US 150 INTERSECTION EXTENDING NORTH TO THE KY 438 I NTERSECTION | ||||||
| Date Let | 05/25/2023 | Formal Acceptance | |||||
| Date Awarded | 06/06/2023 | Date Work Began | 08/08/2023 | ||||
| Date Contract Executed | 06/23/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/23/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,838,329.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,838,329.00 |
Total Earnings | $131,652.98 |
$82,479.68 |
$49,173.30 |
|
| Percent Complete | 4.64 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,706,676.02 |
Gross Earnings | $131,652.98 |
$82,479.68 |
$49,173.30 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $131,652.98 |
$82,479.68 |
$49,173.30 |
|||
| Contract Id | 234213 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0002 | Project Number | HSIP 5124 (010), FD05 115 0055 005-010 | |||||||
| Contractor | RAME CONTRACTING LLC | Period | 09/09/2023 TO 09/22/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 234213 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | GRDR GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0411500552301 | ||||||
| Estimate Nbr | 0002 | Period | 09/09/2023 TO 09/22/2023 | |||||||
| Contractor | RAME CONTRACTING LLC | |||||||||
| Project | 0411500552301 | Fed/State Project Number | HSIP 5124 (010) | Category | 0001 PAVING | |||||||
| 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 | |
| 0085 | DGA BASE | 00001 | TON | 422.00 | 422.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0090 | TRAFFIC BOUND BASE | 00020 | TON | 26.30 | 26.300 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 163.00 | 163.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 0100 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.81 | 14.810 | 0.000 | 0.000 | 263.95 | 0.00 | |||
| 0105 | ASPHALT SEAL COAT | 00103 | TON | 1.80 | 1.800 | 0.000 | 0.000 | 3,599.35 | 0.00 | |||
| 0110 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 104.00 | 104.000 | 0.000 | 0.000 | 127.83 | 0.00 | |||
| 0115 | CL2 ASPH BASE 1.00D PG64-22 (ASPHALT BASE REPAIR) | 00212 | TON | 15.30 | 15.300 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0120 | REMOVE PAVEMENT | 02091 | SQYD | 671.00 | 671.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| Project | 0411500552301 | Fed/State Project Number | HSIP 5124 (010) | Category | 0002 ROADWAY | |||||||
| 0125 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 13.64 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 4,451.00 | 4,451.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0135 | FENCE-TEMP | 02259 | LF | 1,510.00 | 1,510.000 | 0.000 | 0.000 | 10.13 | 0.00 | |||
| 0140 | REMOVE & REPLACE FENCE (WOVEN WIRE, T POST) | 02268 | LF | 650.00 | 650.000 | 0.000 | 0.000 | 20.04 | 0.00 | |||
| 0145 | REMOVE & REPLACE FENCE (WOVEN WIRE, WOOD POST) | 02268 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 21.56 | 0.00 | |||
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 362.50 | 362.500 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0155 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 69.44 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,870.14 | 0.00 | |||
| 0165 | REMOVE GUARDRAIL | 02381 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 2.06 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,022.03 | 0.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 0.000 | 0.000 | 5.16 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 613.00 | 613.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC (WASHINGTON KY 55 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 30,000.00 | 1,500.00 | |||
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0195 | TEMP SILT FENCE | 02701 | LF | 4,451.00 | 4,451.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0220 | STAKING (WASHINGTON KY 55 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0225 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0230 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 30.32 | 0.00 | |||
| 0235 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 28.00 | 28.000 | 0.000 | 0.000 | 3.18 | 0.00 | |||
| 0245 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,030.00 | 3,030.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0250 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,237.13 | 0.00 | |||
| 0255 | MAINTENANCE FERTILIZER | 05964 | TON | 3.20 | 3.200 | 0.000 | 0.000 | 1,237.13 | 0.00 | |||
| 0260 | SEEDING AND PROTECTION | 05985 | SQYD | 60,785.00 | 60,785.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0265 | AGRICULTURAL LIMESTONE | 05992 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 77.32 | 0.00 | |||
| 0270 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 1,281.00 | 1,281.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 0275 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 1,478.00 | 1,478.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 12.38 | 0.00 | |||
| 0285 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 324.00 | 324.000 | 0.000 | 0.000 | 8.24 | 0.00 | |||
| 0290 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 103.09 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 123.71 | 0.00 | |||
| 0300 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 144.33 | 0.00 | |||
| 0305 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 54.00 | 54.000 | 0.000 | 0.000 | 10.31 | 0.00 | |||
| 0310 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 244.85 | 0.00 | |||
| 0315 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| 0320 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 225.00 | 225.000 | 0.000 | 0.000 | 42.64 | 0.00 | |||
| 0325 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 2,759.00 | 2,759.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0330 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 154.65 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO STOP | 22950NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 463.93 | 0.00 | |||
| 0340 | THERMO RUMBLE STRIPS TY 2 | 24097EC | LF | 160.00 | 160.000 | 0.000 | 0.000 | 15.46 | 0.00 | |||
| 0345 | R/W MONUMENT TYPE 3 | 24540 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 189.34 | 0.00 | |||
| 0350 | ROADSIDE REGRADING | 26175EC | LF | 10,277.00 | 10,277.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| Project | 0411500552301 | Fed/State Project Number | HSIP 5124 (010) | Category | 0003 DRAINAGE | |||||||
| 0355 | ENTRANCE PIPE-15 IN | 00440 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0360 | ENTRANCE PIPE-30 IN | 00445 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 163.75 | 0.00 | |||
| 0365 | CULVERT PIPE-15 IN | 00461 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 273.00 | 0.00 | |||
| 0370 | CULVERT PIPE-18 IN | 00462 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0375 | CULVERT PIPE-24 IN | 00464 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
| 0380 | REMOVE PIPE | 01310 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0385 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0390 | CHANNEL LINING CLASS II | 02483 | TON | 572.00 | 572.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0395 | CHANNEL LINING CLASS III | 02484 | TON | 568.00 | 568.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0400 | CONCRETE-CLASS B | 02555 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 515.47 | 0.00 | |||
| 0405 | FOUNDATION PREPARATION (3'X2' RCBC, STA 307+36) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,608.27 | 1,804.13 | |||
| 0410 | FOUNDATION PREPARATION (3'X2' RCBC, STA 338+29) | 08003 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 0.600 | 6,185.61 | 1,855.68 | 3,711.36 | |
| 0415 | FOUNDATION PREPARATION (3'X2' RCBC, STA 341+46) | 08003 | LS | 1.00 | 1.000 | 0.600 | 0.000 | 0.600 | 6,185.61 | 3,711.36 | 3,711.36 | |
| 0420 | FOUNDATION PREPARATION (3'X2' RCBC, STA 382+89) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,185.61 | 0.00 | |||
| 0425 | FOUNDATION PREPARATION (3'X2' RCBC, STA 491+46) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,608.27 | 0.00 | |||
| 0430 | FOUNDATION PREPARATION (3'X3' RCBC, STA 419+75) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,185.61 | 0.00 | |||
| 0435 | FOUNDATION PREPARATION (4'X2' RCBC, STA 361+88) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,216.55 | 0.00 | |||
| 0440 | FOUNDATION PREPARATION (4'X3' RCBC, STA 329+39) | 08003 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 0.600 | 7,216.55 | 2,164.96 | 4,329.93 | |
| 0445 | FOUNDATION PREPARATION (4'X3' RCBC, STA 404+58) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,216.55 | 0.00 | |||
| 0450 | FOUNDATION PREPARATION (4'X3' RCBC, STA 426+15) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,216.55 | 0.00 | |||
| 0455 | FOUNDATION PREPARATION (4'X3' RCBC, STA 495+39) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,154.68 | 0.00 | |||
| 0460 | FOUNDATION PREPARATION (6'X4' RCBC, STA 320+63) | 08003 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 0.600 | 8,247.48 | 2,474.24 | 4,948.48 | |
| 0465 | FOUNDATION PREPARATION (6'X5' RCBC, STA 400+06) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,247.48 | 0.00 | |||
| 0470 | FOUNDATION PREPARATION (8'X5' RCBC, STA 377+72) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,371.23 | 0.00 | |||
| 0475 | FOUNDATION PREPARATION (8'X5' RCBC, STA 505+98) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,371.23 | 0.00 | |||
| 0480 | FOUNDATION PREPARATION (8'X6' RCBC, STA 351+37) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,371.23 | 0.00 | |||
| 0485 | FOUNDATION PREPARATION (DBL BARREL 10'X5' RCBC, STA 517+44) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,618.71 | 0.00 | |||
| 0490 | CONCRETE-CLASS A | 08100 | CUYD | 373.40 | 373.400 | 15.640 | 16.500 | 32.140 | 2,268.06 | 35,472.45 | 72,895.44 | |
| 0495 | STEEL REINFORCEMENT | 08150 | LB | 49,273.00 | 49,273.000 | 1,696.400 | 1,095.950 | 2,792.350 | 2.06 | 3,494.58 | 5,752.24 | |
| 0500 | CLEAN CULVERT (WASHINGTON KY 55 HSIP) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,092.81 | 0.00 | |||
| 0505 | FITTINGS | 21819NN | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0510 | TEMPORARY SHORING (WASHINGTON KY 55 HSIP) | 24423EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,154.68 | 0.00 | |||
| 0515 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,886.62 | 0.00 | |||
| 0520 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,298.99 | 0.00 | |||
| Project | 0411500552301 | Fed/State Project Number | HSIP 5124 (010) | Category | 0004 DEMOBILIZATION | |||||||
| 0525 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 66,000.00 | 33,000.00 | 33,000.00 | |
| 0530 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,825.01 | 0.00 | |||
| SUBTOT | $82,173.30 |
$131,652.97 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP11500552202 | Fed/State Project Number | FD05 115 0055 005-010 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 950.00 | 950.000 | 0.000 | 0.000 | 106.19 | 0.00 | |||
| 0010 | ASPHALT MIX FOR PAVEMENT WEDGE | 00263 | TON | 280.00 | 280.000 | 0.000 | 0.000 | 117.01 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,320.00 | 3,320.000 | 0.000 | 0.000 | 106.19 | 0.00 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 695.88 | 0.00 | |||
| 0025 | TEMPORARY SIGNS | 02562 | SQFT | 350.00 | 350.000 | 0.000 | 0.000 | 5.16 | 0.00 | |||
| 0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 122.68 | 0.00 | |||
| 0045 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,880.00 | 1,880.000 | 0.000 | 0.000 | 2.09 | 0.00 | |||
| 0050 | EDGELINE RUMBLE STRIPS | 02697 | LF | 43,275.00 | 43,275.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0055 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 39,000.00 | 39,000.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0060 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 84,500.00 | 84,500.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0065 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,118.00 | 7,118.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 17,878.00 | 17,878.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MP11500552202 | Fed/State Project Number | FD05 115 0055 005-010 | Category | 0002 DEMOBILIZATION | |||||||
| 0075 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | -0.500 | 0.500 | 0.000 | 66,000.00 | -33,000.00 | 0.00 | |
| 0080 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,824.99 | 0.00 | |||
| SUBTOT | $-33,000.00 |
$131,652.97 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||