|
Report_Id: 191225 Est NO 0007 |
Date:12/09/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191225 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Jewell, William C. | ||||||
| Contractor | HAYDON MATERIALS LLC | ADDR SN 0 VC Code KY0017940 | |||||
| 40 LUCKNOW COURT | |||||||
| BARDSTOWN , KY , 40004-2113 | |||||||
| Pay Period | 11/02/2019 TO 11/15/2019 | ||||||
| Date Approved | 11/25/2019 | ||||||
| Primary Proj Number | DE10900551925 | ||||||
| Project No. | NHPP 0551 047, NHPP 0551 047 | ||||||
| Primary County | ADAIR | ||||||
| Name of Road | NEW COLUMBIA ROAD (KY 55) IN TAYLOR & ADAIR COUNTIES | ||||||
| Description | HEARTLAND PARKWAY: IMPROVE MOBILITY ON KY 55 FROM SOUTH OF T HE TAYLOR/ADAIR COUNTY LINE TO THE CAMPBELLSVILLE BYPASS | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/02/2019 | Date Work Began | 08/23/2019 | ||||
| Date Contract Executed | 08/14/2019 | Open To Traffic | |||||
| Date NTP Issued | 08/14/2019 | Actual Completion Date | |||||
| Current Contract Amount | $8,930,079.66 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,930,079.66 |
Total Earnings | $2,746,408.49 |
$1,998,993.43 |
$747,415.06 |
|
| Percent Complete | 30.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,183,671.17 |
Gross Earnings | $2,746,408.49 |
$1,998,993.43 |
$747,415.06 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,746,408.49 |
$1,998,993.43 |
$747,415.06 |
|||
| Contract Id | 191225 | Change Order Summary |
County | ADAIR | ||||||
| Estimate Nbr | 0007 | Project Number | NHPP 0551 047, NHPP 0551 047 | |||||||
| Contractor | HAYDON MATERIALS LLC | Period | 11/02/2019 TO 11/15/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Class A aggregate | Pending | 0 | $56,050.40 | 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 | 191225 | COMMONWEALTH OF KENTUCKY |
County | ADAIR | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE10900551925 | ||||||
| Estimate Nbr | 0007 | Period | 11/02/2019 TO 11/15/2019 | |||||||
| Contractor | HAYDON MATERIALS LLC | |||||||||
| Project | DE00100551926 | Fed/State Project Number | NHPP 0551 047 | 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 | |
| 0420 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 918.00 | 918.000 | 0.000 | 0.000 | 79.95 | 0.00 | |||
| 0425 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.80 | 2.800 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 8001 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 82.75 | 0.00 | |||
| Project | DE00100551926 | Fed/State Project Number | NHPP 0551 047 | Category | 0002 ROADWAY | |||||||
| 0430 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 88.000 | 88.000 | 4.00 | 352.00 | |||
| 0435 | EDGE KEY | 02585 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 28.75 | 0.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 149,467.50 | 0.00 | |||
| 0445 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0450 | SHOULDER RUMBLE STRIPS | 02696 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0455 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,500.00 | 0.00 | |||
| 0460 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,100.00 | 9,100.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0465 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,700.00 | 4,700.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0470 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,410.00 | 4,410.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0475 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,056.00 | 5,056.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0480 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0485 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,433.00 | 1,433.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0495 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0500 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 9,100.00 | 9,100.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0505 | PAVE MARK-THERMO-24 IN Y | 23260EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0510 | INLAID PAVEMENT MARKER | 24489EC | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| Project | DE00100551926 | Fed/State Project Number | NHPP 0551 047 | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0515 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 63,634.77 | 0.00 | |||
| SUBTOT | $0.00 |
$8,852.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10900551925 | Fed/State Project Number | NHPP 0551 047 | 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 | CRUSHED STONE BASE | 00003 | TON | 57,979.00 | 57,979.000 | 2,482.310 | 16,237.850 | 18,720.160 | 20.99 | 52,103.68 | 392,936.15 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 692.00 | 692.000 | 0.000 | 0.000 | 65.38 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 826.88 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 500.00 | 500.000 | 152.040 | 124.650 | 276.690 | 79.95 | 12,155.59 | 22,121.36 | |
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 33,451.00 | 33,451.000 | 3,978.310 | 11,789.860 | 15,768.170 | 67.25 | 267,541.34 | 1,060,409.43 | |
| 0030 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 19,100.00 | 19,100.000 | 4,828.450 | 0.000 | 4,828.450 | 79.95 | 386,034.57 | 386,034.57 | |
| 0035 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 80.20 | 80.200 | 17.850 | 10.110 | 27.960 | 650.00 | 11,602.50 | 18,174.00 | |
| 8000 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 82.75 | 0.00 | |||
| Project | DE10900551925 | Fed/State Project Number | NHPP 0551 047 | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 375.00 | 375.000 | 23.710 | 23.710 | 30.00 | 711.30 | |||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,000.00 | 1,000.000 | 233.910 | 233.910 | 24.00 | 5,613.84 | |||
| 0050 | REMOVE PIPE | 01310 | LF | 1,715.00 | 1,715.000 | 330.000 | 330.000 | 2.00 | 660.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 420.00 | 420.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0065 | TEMP DITCH | 02159 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0070 | CLEAN TEMP DITCH | 02160 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0075 | ROADWAY EXCAVATION | 02200 | CUYD | 67,708.00 | 67,708.000 | 23,245.220 | 23,245.220 | 9.00 | 209,206.98 | |||
| 0080 | GRANULAR EMBANKMENT | 02223 | CUYD | 13,152.00 | 13,152.000 | 2,257.000 | 2,257.000 | 35.00 | 78,995.00 | |||
| 0085 | DITCHING | 02237 | LF | 3,000.00 | 3,000.000 | 125.000 | 95.000 | 220.000 | 2.50 | 312.50 | 550.00 | |
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 17.80 | 0.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 291.00 | 291.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0110 | RELOCATE GUARDRAIL SYSTEM | 02385 | LF | 19,170.00 | 19,170.000 | 2,770.000 | 2,770.000 | 13.25 | 36,702.50 | |||
| 0115 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 1,000.00 | 1,000.000 | 76.180 | 0.000 | 76.180 | 32.00 | 2,437.76 | 2,437.76 | |
| 0130 | CLEARING AND GRUBBING (APPROXIMATELY 51.36 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 20,000.00 | 5,000.00 | |||
| 0135 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 584.000 | 584.000 | 4.00 | 2,336.00 | |||
| 0140 | EDGE KEY | 02585 | LF | 977.00 | 977.000 | 392.000 | 0.000 | 392.000 | 28.75 | 11,270.00 | 11,270.00 | |
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 149,467.50 | 37,366.87 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0155 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0160 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 4,275.00 | 4,275.000 | 659.250 | 659.250 | 22.25 | 14,668.31 | |||
| 0165 | SHOULDER RUMBLE STRIPS | 02696 | LF | 81,800.00 | 81,800.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0170 | TEMP SILT FENCE | 02701 | LF | 20,000.00 | 20,000.000 | 350.000 | 200.000 | 550.000 | 2.00 | 700.00 | 1,100.00 | |
| 0175 | SILT TRAP TYPE B | 02704 | EACH | 41.00 | 41.000 | 26.000 | 26.000 | 200.00 | 5,200.00 | |||
| 0180 | SILT TRAP TYPE C | 02705 | EACH | 41.00 | 41.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 21,500.00 | 5,375.00 | |||
| 0200 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 47,350.00 | 47,350.000 | 2,600.000 | 2,600.000 | 1.05 | 2,730.00 | |||
| 0210 | TEMP MULCH | 05952 | SQYD | 169,000.00 | 169,000.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 125,000.00 | 125,000.000 | 210.500 | 210.500 | 0.14 | 29.47 | |||
| 0220 | SEEDING AND PROTECTION | 05985 | SQYD | 150,000.00 | 150,000.000 | 7,806.390 | 7,806.390 | 0.33 | 2,576.10 | |||
| 0225 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 50,000.00 | 50,000.000 | 2,369.440 | 2,369.440 | 0.18 | 426.49 | |||
| 0230 | SODDING | 05990 | SQYD | 9,400.00 | 9,400.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0235 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 165,900.00 | 165,900.000 | 4,206.000 | 111,500.000 | 115,706.000 | 0.18 | 757.08 | 20,827.08 | |
| 0240 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 87,220.00 | 87,220.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0245 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 103,711.00 | 103,711.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0250 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0255 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0260 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0265 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0270 | FUEL ADJUSTMENT | 10020NS | DOLL | 120,154.00 | 120,154.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0275 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 207,397.00 | 207,397.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 39,600.00 | 39,600.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0285 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 165,900.00 | 165,900.000 | 29,917.000 | 29,917.000 | 0.55 | 16,454.35 | |||
| 0290 | PAVE MARKING-THERMO STOP | 22950NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0295 | PAVE MARK-THERMO-24 IN Y | 23260EC | LF | 2,050.00 | 2,050.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0300 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,503.00 | 1,503.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0305 | PIPELINE INSPECTION | 24814EC | LF | 4,639.00 | 4,639.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| Project | DE10900551925 | Fed/State Project Number | NHPP 0551 047 | Category | 0003 DRAINAGE | |||||||
| 0310 | ENTRANCE PIPE-15 IN | 00440 | LF | 3,050.00 | 3,050.000 | 850.000 | 850.000 | 32.00 | 27,200.00 | |||
| 0315 | ENTRANCE PIPE-18 IN | 00441 | LF | 1,461.00 | 1,461.000 | 180.000 | 180.000 | 38.00 | 6,840.00 | |||
| 0320 | ENTRANCE PIPE-24 IN | 00443 | LF | 285.00 | 285.000 | 170.000 | 170.000 | 50.00 | 8,500.00 | |||
| 0325 | CULVERT PIPE-15 IN | 00461 | LF | 107.00 | 107.000 | 0.000 | 0.000 | 42.50 | 0.00 | |||
| 0330 | CULVERT PIPE-18 IN | 00462 | LF | 251.00 | 251.000 | 8.000 | 8.000 | 85.00 | 680.00 | |||
| 0335 | CULVERT PIPE-24 IN | 00464 | LF | 35.00 | 35.000 | 28.000 | 28.000 | 125.00 | 3,500.00 | |||
| 0340 | CULVERT PIPE-30 IN | 00466 | LF | 23.00 | 23.000 | 23.000 | 23.000 | 150.00 | 3,450.00 | |||
| 0345 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0350 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0355 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0360 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 1.000 | 2.000 | 3.000 | 2,500.00 | 2,500.00 | 7,500.00 | |
| 0365 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0370 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0375 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0380 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0385 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0390 | SAFETY BOX INLET-15 IN SDB-1 | 24395EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0395 | SAFETY BOX INLET-15 IN DBL SDB-5 | 24497ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0400 | HEADWALL (SLOPED & MITERED CONCRETE 15-IN) | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0405 | HEADWALL (SLOPED & MITERED CONCRETE 18-IN) | 24575ES610 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| Project | DE10900551925 | Fed/State Project Number | NHPP 0551 047 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 63,634.77 | 0.00 | |||
| 0415 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 318,173.86 | 318,173.86 | |||
| SUBTOT | $747,415.04 |
$2,746,408.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||