|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/30/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 224455 | Estimate Number | 0020 | Estimate Type FINAL | |||
| District Office | COVINGTON (06360) Platt, Michael C. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC | ADDR SN 0 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 01/24/2026 TO 02/16/2026 | ||||||
| Date Approved | 03/01/2026 | ||||||
| Primary Proj Number | 0601200082201 | ||||||
| Project No. | FD04 012 0008 003-014, FD05 012 0008 003-014 | ||||||
| Primary County | BRACKEN | ||||||
| Name of Road | MARY INGLES HIGHWAY (KY 8) | ||||||
| Description | FROM THE INTERSECTION OF KY 8 AT WILLOW ROAD EXTENDING EAST TO 0.013 MILE EAST OF AUGUSTA MINEVA ROAD | ||||||
| Date Let | 12/08/2022 | Formal Acceptance | 05/06/2025 | ||||
| Date Awarded | 12/16/2022 | Date Work Began | 05/01/2023 | ||||
| Date Contract Executed | 01/12/2023 | Open To Traffic | 08/10/2024 | ||||
| Date NTP Issued | 01/12/2023 | Actual Completion Date | 08/10/2024 | ||||
| Current Contract Amount | $4,426,959.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,049,277.03 |
Total Earnings | $3,848,161.37 |
$3,833,036.37 |
$15,125.00 |
|
| Percent Complete | 86.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $578,798.14 |
Gross Earnings | $3,848,161.37 |
$3,833,036.37 |
$15,125.00 |
|
| Total Change Orders | $377,682.48 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,848,161.37 |
$3,833,036.37 |
$15,125.00 |
|||
| Contract Id | 224455 | Change Order Summary |
County | BRACKEN | ||||||
| Estimate Nbr | 0020 | Project Number | FD04 012 0008 003-014, FD05 012 0008 003-014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | Period | 01/24/2026 TO 02/16/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Slide Repair MP 7.1 | Approved | 11/03/2023 | $377,684.82 | 273.0 | |||||
| 002 | Liquidated Damage Override | Approved | 10/10/2023 | $0.00 | 0.0 | |||||
| 003 | Erosion Control Blanket | Approved | 06/25/2024 | $-0.50 | 0.0 | |||||
| 004 | Sign removal/striping change | Approved | 07/24/2025 | $-1.84 | 0.0 | |||||
| 005 | Lot Pay Adjustment OVERRIDE | Approved | 09/17/2025 | $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 | 224455 | COMMONWEALTH OF KENTUCKY |
County | BRACKEN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | 0601200082201 | |||||||
| Estimate Nbr | 0020 | Period | 01/24/2026 TO 02/16/2026 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | |||||||||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | 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 | |
| 0105 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 4,060.00 | 4,060.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| 0110 | LEVELING & WEDGING PG64-22 | 00190 | TON | 689.00 | 689.000 | 4,162.970 | 4,162.970 | 129.00 | 537,023.13 | |||
| 0115 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 2,939.00 | 2,939.000 | 2,640.610 | 2,640.610 | 115.00 | 303,670.15 | |||
| 0120 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 464.00 | 464.000 | 2,981.120 | 2,981.120 | 50.00 | 149,056.00 | |||
| 0125 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 3.02 | 3.020 | 54.310 | 54.310 | 1.00 | 54.31 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | Category | 0002 ROADWAY | |||||||
| 0130 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 104.00 | 104.000 | 72.000 | 72.000 | 16.00 | 1,152.00 | |||
| 0135 | TEMP DITCH | 02159 | LF | 27,354.00 | 17,187.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0140 | CLEAN TEMP DITCH | 02160 | LF | 13,677.00 | 13,677.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,988.65 | 4,538.650 | 4,416.250 | 4,416.250 | 38.75 | 171,129.68 | |||
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 64.00 | 3,200.00 | |||
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 106.00 | 954.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,240.00 | 8,480.00 | |||
| 0165 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,590.00 | 1,590.00 | |||
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,120.00 | 4,240.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 4,900.00 | 4,900.000 | 4,950.000 | 4,950.000 | 3.75 | 18,562.50 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,345.00 | 8,690.00 | |||
| 0185 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 400.000 | 400.000 | 4.25 | 1,700.00 | |||
| 0190 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 3,922.00 | 3,922.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0195 | MAINTAIN & CONTROL TRAFFIC (BRACKEN KY 8 FD04) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0200 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0205 | MOBILIZATION FOR MILL & TEXT (BRACKEN KY 8 FD04) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,650.00 | 19,650.00 | |||
| 0210 | TEMP SILT FENCE | 02701 | LF | 27,354.00 | 23,344.000 | 150.000 | 150.000 | 1.00 | 150.00 | |||
| 0215 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0220 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0225 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0245 | STAKING (BRACKEN KY 8 FD04) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 82,000.00 | 82,000.00 | |||
| 0250 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0255 | RAILROAD RAILS-DRILLED | 03234 | LF | 8,982.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0260 | EXCAVATION AND BACKFILL | 03235 | CUYD | 6,113.00 | 6,113.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0265 | CRIBBING | 03236 | SQFT | 23,580.00 | 0.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0270 | TEMP MULCH | 05952 | SQYD | 16,456.00 | 16,456.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 12,342.00 | 12,342.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0280 | INITIAL FERTILIZER | 05963 | TON | 1.30 | 1.300 | 0.825 | 0.825 | 1,910.00 | 1,575.75 | |||
| 0285 | MAINTENANCE FERTILIZER | 05964 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 1,910.00 | 0.00 | |||
| 0290 | SEEDING AND PROTECTION | 05985 | SQYD | 24,684.00 | 24,684.000 | 4,653.000 | 4,653.000 | 0.60 | 2,791.80 | |||
| 0295 | AGRICULTURAL LIMESTONE | 05992 | TON | 15.30 | 15.300 | 0.000 | 0.000 | 133.00 | 0.00 | |||
| 0300 | ROADSIDE REGRADING | 26175EC | LF | 7,195.00 | 7,195.000 | 8,375.000 | 8,375.000 | 15.00 | 125,625.00 | |||
| 8000 | MOBILIZATION GSI | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,300.00 | 7,300.00 | |||
| 8001 | MAINTAIN & CONTROL TRAFFIC GSI | 21741NC | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,750.00 | 18,750.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC SLIDE REPAIR | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,700.00 | 7,700.00 | |||
| 8003 | SOIL NAIL WALL WB | 20603ED | SQFT | 0.00 | 2,328.000 | 2,328.000 | 2,328.000 | 129.58 | 301,669.99 | |||
| 8004 | SOIL NAIL WALL EB | 20603ED | SQFT | 0.00 | 2,496.000 | 2,496.000 | 2,496.000 | 127.91 | 319,280.00 | |||
| 8005 | SITE PREPARATION NB AND SB | 02187 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 53,189.00 | 106,378.00 | |||
| 8006 | GUARDRAIL-STEEL W BEAM-S FACE SOIL NAIL | 02351 | LF | 0.00 | 450.000 | 325.000 | 325.000 | 46.05 | 14,966.25 | |||
| 8007 | MOBILIZATION RAILROAD RAIL TEST HOLES | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,011.82 | 22,011.82 | |||
| 8010 | LIQUIDATED DAMAGES Traffic Control | 10111NS | DOLL | 0.00 | 0.001 | -4,800.000 | -4,800.000 | 1.00 | -4,800.00 | |||
| 8012 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 5,000.000 | 7,545.000 | 7,545.000 | 3.05 | 23,012.25 | |||
| 8013 | EW~ SIGNS CORRECTION | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,668.66 | 1,668.66 | |||
| 8014 | EW~ STRIPING CORRECTION | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,339.50 | 2,339.50 | |||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | Category | 0003 DRAINAGE | |||||||
| 0305 | CULVERT PIPE-18 IN | 00462 | LF | 222.00 | 222.000 | 196.000 | 196.000 | 255.00 | 49,980.00 | |||
| 0310 | CULVERT PIPE-24 IN | 00464 | LF | 57.00 | 57.000 | 54.000 | 54.000 | 275.00 | 14,850.00 | |||
| 0315 | PERFORATED PIPE-4 IN | 01000 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0320 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0325 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,185.00 | 0.00 | |||
| 0330 | REMOVE PIPE | 01310 | LF | 228.00 | 228.000 | 223.000 | 223.000 | 32.00 | 7,136.00 | |||
| 0335 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,460.00 | 6,920.00 | |||
| 0340 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,945.00 | 7,890.00 | |||
| 0345 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 3,900.00 | 35,100.00 | |||
| 0350 | REMOVE HEADWALL | 02625 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 745.00 | 12,665.00 | |||
| 0355 | CLEAN PIPE STRUCTURE | 03262 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,015.00 | 3,015.00 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 12.98 | 12.980 | 12.980 | 12.980 | 425.00 | 5,516.50 | |||
| 0365 | PIPE LINER ACCEPTANCE TESTING (BRACKEN KY 8 FD04) | 23484EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0370 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 171.00 | 171.000 | 295.500 | 295.500 | 129.00 | 38,119.50 | |||
| 0375 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 50.00 | 50.000 | 51.400 | 51.400 | 184.00 | 9,457.60 | |||
| 0380 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 3,085.00 | 15,425.00 | |||
| 0385 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,820.00 | 3,820.00 | |||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | Category | 0004 SIGNING | |||||||
| 0390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 465.00 | 465.000 | 476.860 | 476.860 | 34.00 | 16,213.24 | |||
| 0395 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 177.92 | 177.920 | 177.920 | 177.920 | 36.00 | 6,405.12 | |||
| 0400 | STEEL POST TYPE 1 | 06410 | LF | 1,766.00 | 1,766.000 | 1,183.500 | 1,183.500 | 17.50 | 20,711.25 | |||
| 0405 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 265.00 | 530.00 | |||
| 0410 | REMOVE SIGN | 21373ND | EACH | 78.00 | 78.000 | 54.000 | 54.000 | 53.00 | 2,862.00 | |||
| 0415 | BARCODE SIGN INVENTORY | 24631EC | EACH | 156.00 | 156.000 | 157.000 | 157.000 | 16.00 | 2,512.00 | |||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | Category | 0005 WATERLINE | |||||||
| 0420 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,125.00 | 0.00 | |||
| 0425 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,125.00 | 0.00 | |||
| Project | 0601200082201 | Fed/State Project Number | FD04 012 0008 003-014 | Category | 0006 DEMOBILIZATION | |||||||
| 0430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 30,250.01 | 7,562.50 | 30,250.01 | |
| SUBTOT | $7,562.50 |
$2,644,449.02 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP01200082101 | Fed/State Project Number | FD05 012 0008 003-014 | 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 | DGA BASE | 00001 | TON | 360.00 | 360.000 | 1,069.570 | 1,069.570 | 68.00 | 72,730.76 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 848.00 | 848.000 | 0.000 | 0.000 | 129.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8,320.00 | 8,320.000 | 8,235.250 | 8,235.250 | 110.00 | 905,877.50 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 72.00 | 72.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0025 | TEMPORARY SIGNS | 02562 | SQFT | 430.00 | 430.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,015.00 | 1,015.000 | 167.060 | 167.060 | 50.00 | 8,353.00 | |||
| 0045 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 12.00 | 12.000 | 29.500 | 29.500 | 275.00 | 8,112.50 | |||
| 0050 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 65,112.00 | 65,112.000 | 73,665.000 | 73,665.000 | 0.20 | 14,733.00 | |||
| 0055 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 186,750.00 | 186,750.000 | 186,100.000 | 186,100.000 | 0.25 | 46,525.00 | |||
| 0060 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0065 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 72.00 | 72.000 | 70.000 | 70.000 | 6.60 | 462.00 | |||
| 0070 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 73.00 | 73.000 | 52.000 | 52.000 | 12.75 | 663.00 | |||
| 0075 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 113.00 | 113.000 | 146.000 | 146.000 | 5.75 | 839.50 | |||
| 0080 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 127.25 | 509.00 | |||
| 0085 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,091.00 | 5,091.000 | -5,865.170 | -5,865.170 | 1.00 | -5,865.17 | |||
| 0090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,460.00 | 12,460.000 | -48,644.800 | -48,644.800 | 1.00 | -48,644.80 | |||
| 0095 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 16.00 | 16.000 | 16.000 | 16.000 | 45.00 | 720.00 | |||
| 8011 | LIQUIDATED DAMAGES Traffic Contol | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8016 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 3,447.050 | 3,447.050 | 1.00 | 3,447.05 | |||
| Project | MP01200082101 | Fed/State Project Number | FD05 012 0008 003-014 | Category | 0002 DEMOBILIZATION | |||||||
| 0100 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 30,249.99 | 7,562.49 | 30,249.99 | |
| SUBTOT | $7,562.49 |
$3,848,161.35 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||