|
Report_Id: 201005 Est NO 0035 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201005 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05340) Phillips, Heath A. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 07/01/2024 TO 09/19/2024 | ||||||
| Date Approved | 10/21/2024 | ||||||
| Primary Proj Number | DE05602642005 | ||||||
| Project No. | NHPP IM 2641(183) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-264 AND I-64 | ||||||
| Description | ADDRESS PAVEMENT CONDITION ON I-64 FROM MP 0.0 - 0.828, AND I-264 FROM MP 0.0 - 12.7. (COMBINES ITEM NO. 5-20015, 5-2001 | ||||||
| Date Let | 04/24/2020 | Formal Acceptance | |||||
| Date Awarded | 05/14/2020 | Date Work Began | 06/08/2020 | ||||
| Date Contract Executed | 05/14/2020 | Open To Traffic | |||||
| Date NTP Issued | 06/02/2020 | Actual Completion Date | |||||
| Current Contract Amount | $13,626,140.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,968,000.00 |
Total Earnings | $13,292,591.27 |
$13,178,339.67 |
$114,251.60 |
|
| Percent Complete | 97.55 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $333,549.61 |
Gross Earnings | $13,292,591.27 |
$13,178,339.67 |
$114,251.60 |
|
| Total Change Orders | $2,658,140.88 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,292,591.27 |
$13,178,339.67 |
$114,251.60 |
|||
| Contract Id | 201005 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0035 | Project Number | NHPP IM 2641(183) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 07/01/2024 TO 09/19/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 07/01/2021 | $0.00 | 0.0 | |||||
| 002 | Contract Item Overrun | Approved | 06/21/2022 | $1,731,161.85 | 68.0 | |||||
| 003 | MOT and Various Overruns | Approved | 09/22/2023 | $926,979.03 | 768.0 | |||||
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 | 201005 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE05602642005 | ||||||
| Estimate Nbr | 0035 | Period | 07/01/2024 TO 09/19/2024 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | ||||||||
| 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 | |
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,000.00 | 2,000.000 | 2,046.580 | 2,046.580 | 25.00 | 51,164.50 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 4,915.00 | 4,915.000 | 6,787.900 | 6,787.900 | 25.00 | 169,697.50 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10,423.00 | 10,423.000 | 5,781.380 | 5,781.380 | 22.00 | 127,190.36 | |||
| 0020 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 4,726.00 | 4,726.000 | 3,642.110 | 3,642.110 | 53.75 | 195,763.41 | |||
| 0025 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 1,741.00 | 1,741.000 | 1,415.050 | 1,415.050 | 63.50 | 89,855.67 | |||
| 0030 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 862.00 | 862.000 | 653.450 | 653.450 | 80.50 | 52,602.72 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 9.00 | 9.000 | 25.070 | 25.070 | 550.00 | 13,788.50 | |||
| 0040 | CURB BOX INLET TYPE B-T | 01484 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0045 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 91.500 | 91.500 | 50.00 | 4,575.00 | |||
| 0050 | REMOVE PCC PAVEMENT | 02058 | SQYD | 22,613.00 | 26,060.080 | 26,060.080 | 26,060.080 | 25.00 | 651,502.00 | |||
| 0055 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 513,578.00 | 671,501.000 | 671,501.700 | 671,501.700 | 2.75 | 1,846,629.67 | |||
| 0060 | JPC PAVEMENT-10 IN | 02069 | SQYD | 14,291.00 | 18,579.000 | 18,579.080 | 18,579.080 | 93.00 | 1,727,854.44 | |||
| 0065 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 394.00 | 4,440.840 | 4,440.840 | 4,440.840 | 320.00 | 1,421,068.80 | |||
| 0070 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 308,030.00 | 333,030.000 | 510,990.000 | 510,990.000 | 1.75 | 894,232.50 | |||
| 0075 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 548,635.00 | 548,635.000 | 543,279.000 | 543,279.000 | 1.75 | 950,738.25 | |||
| 0080 | SHOULDERING | 02714 | LF | 18,601.00 | 18,601.000 | 16,905.000 | 16,905.000 | 8.00 | 135,240.00 | |||
| 0085 | STEEL POST MILE MARKERS | 06412 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 225.00 | 5,400.00 | |||
| 0090 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 4,978.00 | 4,978.000 | 4,578.000 | 4,578.000 | 25.00 | 114,450.00 | |||
| 0095 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,836.00 | 1,836.000 | 967.000 | 967.000 | 25.00 | 24,175.00 | |||
| 0100 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 6,814.00 | 6,814.000 | 6,662.000 | 6,662.000 | 45.00 | 299,790.00 | |||
| 0105 | DOWEL BAR RETROFIT | 20750ND | EACH | 130.00 | 130.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0110 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 1,714.00 | 1,714.000 | 7,001.000 | 7,001.000 | 3.00 | 21,003.00 | |||
| 8000 | LIQUIDATED DAMAGES Traffic Control Violations | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | EW~ Additional Joint Seal Material cost | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,542.71 | 8,542.71 | |||
| 8005 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,625.00 | 2,625.00 | |||
| 8006 | EDGE KEY | 02585 | LF | 0.00 | 47.000 | 47.000 | 47.000 | 34.65 | 1,628.55 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0002 ROADWAY | |||||||
| 0115 | ASPHALT SEAL AGGREGATE | 00100 | TON | 83.00 | 83.000 | 26.200 | 26.200 | 150.00 | 3,930.00 | |||
| 0120 | ASPHALT SEAL COAT | 00103 | TON | 10.00 | 10.000 | 3.140 | 3.140 | 1,200.00 | 3,768.00 | |||
| 0125 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 529.00 | 529.000 | 51.000 | 51.000 | 12.50 | 637.50 | |||
| 0130 | ROADWAY EXCAVATION | 02200 | CUYD | 6,000.00 | 6,000.000 | 4,959.980 | 4,959.980 | 15.00 | 74,399.70 | |||
| 0135 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,550.00 | 10,200.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 2,888.00 | 2,888.000 | 2,975.000 | 2,975.000 | 2.25 | 6,693.75 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0155 | TEMPORARY SIGNS | 02562 | SQFT | 4,600.00 | 4,600.000 | 1,090.250 | 1,090.250 | 3.00 | 3,270.75 | |||
| 0160 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 12,907.00 | 12,907.000 | 8,903.330 | 8,903.330 | 1.50 | 13,354.99 | |||
| 0165 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 15,106.00 | 15,106.000 | 8,770.220 | 8,770.220 | 2.75 | 24,118.10 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.030 | 0.950 | 0.980 | 1,035,000.00 | 31,050.00 | 1,014,300.00 | |
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 6,000.00 | 42,000.00 | |||
| 0180 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 3,600.00 | 18,000.00 | |||
| 0185 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 760,000.00 | 760,000.000 | 335,902.000 | 335,902.000 | 0.19 | 63,821.38 | |||
| 0190 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,241.00 | 2,241.000 | 2,175.000 | 2,175.000 | 1.25 | 2,718.75 | |||
| 0195 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 1,622.00 | 1,622.000 | 1,682.000 | 1,682.000 | 1.25 | 2,102.50 | |||
| 0200 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 221.00 | 221.000 | 403.000 | 403.000 | 3.25 | 1,309.75 | |||
| 0205 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 211,152.00 | 211,152.000 | 202,990.000 | 202,990.000 | 3.96 | 803,840.40 | |||
| 0210 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 135,253.00 | 135,253.000 | 126,175.000 | 126,175.000 | 3.96 | 499,653.00 | |||
| 0215 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 36,176.00 | 36,176.000 | 27,703.000 | 27,703.000 | 7.92 | 219,407.76 | |||
| 0220 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,794.00 | 9,794.000 | 8,262.960 | 8,262.960 | 1.00 | 8,262.96 | |||
| 0225 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 13,208.00 | 13,208.000 | -12,798.988 | -12,798.988 | 1.00 | -12,798.98 | |||
| 0230 | MILLED RUMBLE STRIPS | 20314ED | LF | 1,700.00 | 1,700.000 | 3,240.000 | 3,240.000 | 2.40 | 7,776.00 | |||
| 0235 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 600.00 | 600.000 | 3,260.500 | 3,260.500 | 47.00 | 153,243.50 | |||
| 0240 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,888.00 | 2,888.000 | 2,787.500 | 2,787.500 | 18.10 | 50,453.75 | |||
| 8001 | LIQUIDATED DAMAGES Traffic Control Violations | 10111NS | DOLL | 0.00 | 0.001 | -25,000.000 | -25,000.000 | 1.00 | -25,000.00 | |||
| 8004 | EW~ Additional per hour for law enforcement officer | 10103NX | HOUR | 0.00 | 2,660.500 | 2,660.500 | 2,660.500 | 10.00 | 26,605.00 | |||
| 8007 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 8008 | MAINTAIN & CONTROL TRAFFIC Additional shifts of traffic control | 21741NC | EACH | 0.00 | 65.000 | 65.000 | 65.000 | 4,013.11 | 260,852.15 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0003 DRAINAGE | |||||||
| 0245 | PERFORATED PIPE-4 IN | 01000 | LF | 500.00 | 500.000 | 149.000 | 149.000 | 15.00 | 2,235.00 | |||
| 0250 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 100.000 | 15.000 | 15.000 | 30.00 | 450.00 | |||
| 0255 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0265 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0275 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,135.00 | 4,135.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0285 | INITIAL FERTILIZER | 05963 | TON | 0.13 | 0.130 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0290 | MAINTENANCE FERTILIZER | 05964 | TON | 0.21 | 0.210 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0295 | SEEDING AND PROTECTION | 05985 | SQYD | 1,281.00 | 1,281.000 | 0.000 | 0.000 | 4.20 | 0.00 | |||
| 0300 | REPLACE GRATE | 20366NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0004 BRIDGE- 056B00277N | |||||||
| 0305 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 101.00 | 101.000 | 85.000 | 85.000 | 250.00 | 21,250.00 | |||
| 0310 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 34.00 | 34.000 | 28.330 | 28.330 | 500.00 | 14,165.00 | |||
| 0315 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 100.00 | 100.000 | 100.000 | 100.000 | 2.00 | 200.00 | |||
| 0320 | EPOXY SAND SLURRY | 08504 | SQYD | 35.00 | 35.000 | 31.620 | 31.620 | 30.00 | 948.60 | |||
| 0325 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 450.00 | 450.000 | 331.550 | 331.550 | 30.00 | 9,946.50 | |||
| 0330 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.50 | 0.500 | 0.630 | 0.630 | 2,200.00 | 1,386.00 | |||
| 0335 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 19.00 | 0.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0340 | BLAST CLEANING | 08549 | SQYD | 450.00 | 450.000 | 331.550 | 331.550 | 10.00 | 3,315.50 | |||
| 0345 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 288.00 | 288.000 | 292.000 | 292.000 | 150.00 | 43,800.00 | |||
| 0350 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 1.00 | 1.000 | 0.860 | 0.860 | 4,000.00 | 3,440.00 | |||
| 0470 | ARMORED EDGE FOR CONCRETE (ADDED: 4-22-20) | 03299 | LF | 58.00 | 58.000 | 56.680 | 56.680 | 125.00 | 7,085.00 | |||
| 8002 | EW~ Northwestern Parkway bridge overlay | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 139,599.42 | 139,599.42 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0005 BRIDGE- 056B00227R | |||||||
| 0355 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 109.00 | 109.000 | 104.000 | 104.000 | 250.00 | 26,000.00 | |||
| 0360 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 100.00 | 100.000 | 100.000 | 100.000 | 2.00 | 200.00 | |||
| 0365 | EPOXY SAND SLURRY | 08504 | SQYD | 20.00 | 20.000 | 21.340 | 21.340 | 30.00 | 640.20 | |||
| 0370 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 435.00 | 435.000 | 418.000 | 418.000 | 30.00 | 12,540.00 | |||
| 0375 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 11.00 | 11.000 | 4.880 | 4.880 | 1,000.00 | 4,880.00 | |||
| 0380 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 18.50 | 18.500 | 38.703 | 38.703 | 2,500.00 | 96,757.50 | |||
| 0385 | BLAST CLEANING | 08549 | SQYD | 435.00 | 435.000 | 424.000 | 424.000 | 10.00 | 4,240.00 | |||
| 0390 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0395 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 50.00 | 50.000 | 33.420 | 33.420 | 100.00 | 3,342.00 | |||
| 0400 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 0.50 | 0.500 | 2.470 | 2.470 | 4,000.00 | 9,880.00 | |||
| 0475 | ARMORED EDGE FOR CONCRETE (ADDED: 4-22-20) | 03299 | LF | 106.00 | 106.000 | 104.000 | 104.000 | 125.00 | 13,000.00 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0006 BRIDGE- 056B00478N | |||||||
| 0405 | CONCRETE-CLASS AA | 08104 | CUYD | 1.50 | 1.500 | 1.380 | 1.380 | 4,000.00 | 5,520.00 | |||
| 0410 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 285.00 | 285.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0007 TRAFFIC LOOPS | |||||||
| 0415 | CONDUIT-1 1/4 IN | 04793 | LF | 720.00 | 720.000 | 10.000 | 448.000 | 458.000 | 15.00 | 150.00 | 6,870.00 | |
| 0420 | CONDUIT-2 IN | 04795 | LF | 305.00 | 305.000 | 11.000 | 156.000 | 167.000 | 18.00 | 198.00 | 3,006.00 | |
| 0425 | TRENCHING AND BACKFILLING | 04820 | LF | 910.00 | 910.000 | 21.000 | 447.000 | 468.000 | 4.50 | 94.50 | 2,106.00 | |
| 0430 | PIEZOELECTRIC SENSOR | 04829 | EACH | 75.00 | 75.000 | 27.000 | 44.000 | 71.000 | 1,670.00 | 45,090.00 | 118,570.00 | |
| 0435 | LOOP WIRE | 04830 | LF | 35,270.00 | 35,270.000 | 13,207.000 | 19,222.000 | 32,429.000 | 0.80 | 10,565.60 | 25,943.20 | |
| 0440 | LOOP SAW SLOT AND FILL | 04895 | LF | 7,355.00 | 7,355.000 | 3,271.000 | 3,905.000 | 7,176.000 | 7.50 | 24,532.50 | 53,820.00 | |
| 0445 | GALVANIZED STEEL CABINET | 20359NN | EACH | 22.00 | 22.000 | 1.000 | 15.000 | 16.000 | 760.00 | 760.00 | 12,160.00 | |
| 0450 | WOOD POST | 20360ES818 | EACH | 44.00 | 44.000 | 2.000 | 30.000 | 32.000 | 365.00 | 730.00 | 11,680.00 | |
| 0455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 24.00 | 24.000 | 1.000 | 16.000 | 17.000 | 1,081.00 | 1,081.00 | 18,377.00 | |
| Project | DE05602642005 | Fed/State Project Number | NHPP IM 2641(183) | Category | 0008 MOBILIZATION &/OR DEMOBILIZATION | |||||||
| 0460 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 510,000.00 | 510,000.00 | |||
| 0465 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 156,180.53 | 0.00 | |||
| SUBTOT | $114,251.60 |
$13,292,591.22 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||