|
ContID 251301 EST NO 0001 |
Date:07/06/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251301 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05380) Barnett, Joseph W. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | MARS ADDR SN 0 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 05/16/2025 TO 06/26/2025 | ||||||
| Date Approved | 07/03/2025 | ||||||
| Primary Proj Number | DE03712122419 | ||||||
| Project No. | FD04 037 1212 000-001 | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | VANDALAY DRIVE (CS 1212) AND WEST RIDGE ROAD (CS 1213) | ||||||
| Description | RECONSTRUCTION OF WEST RIDGE ROAD AND VANDALAY DRIVE; AND EX TENSION OF VANDALAY DRIVE NORTH TO EAST-WEST CONNECTOR ROAD | ||||||
| Date Let | 04/24/2025 | Formal Acceptance | |||||
| Date Awarded | 05/06/2025 | Date Work Began | 06/09/2025 | ||||
| Date Contract Executed | 05/16/2025 | Open To Traffic | |||||
| Date NTP Issued | 05/16/2025 | Actual Completion Date | |||||
| Current Contract Amount | $3,288,667.69 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,288,667.69 |
Total Earnings | $344,480.74 |
$0.00 |
$344,480.74 |
|
| Percent Complete | 10.47 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,944,186.95 |
Gross Earnings | $344,480.74 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $344,480.74 |
$0.00 |
344,480.74 |
|||
| Contract Id | 251301 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0001 | Project Number | FD04 037 1212 000-001 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 05/16/2025 TO 06/26/2025 | |||||||
| 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 | 251301 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03712122419 | ||||||
| Estimate Nbr | 0001 | Period | 05/16/2025 TO 06/26/2025 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | 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 | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 4,227.00 | 4,227.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 249.00 | 249.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,384.00 | 3,384.000 | 0.000 | 0.000 | 89.80 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,472.00 | 1,472.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 11.30 | 11.300 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0030 | JPC PAVEMENT-11 IN | 02071 | SQYD | 445.00 | 445.000 | 0.000 | 0.000 | 157.68 | 0.00 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 450.00 | 450.000 | 0.000 | 0.000 | 92.65 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 565.00 | 565.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0002 ROADWAY | |||||||
| 0045 | PERFORATED PIPE-4 IN | 01000 | LF | 3,494.00 | 3,494.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0050 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0055 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0060 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0065 | STANDARD CURB AND GUTTER | 01810 | LF | 4,470.00 | 4,470.000 | 0.000 | 0.000 | 25.91 | 0.00 | |||
| 0070 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 609.00 | 609.000 | 0.000 | 0.000 | 30.61 | 0.00 | |||
| 0075 | REMOVE CURB AND GUTTER | 01812 | LF | 1,593.00 | 1,593.000 | 0.000 | 0.000 | 4.68 | 0.00 | |||
| 0080 | LIP CURB AND GUTTER | 01820 | LF | 716.00 | 716.000 | 0.000 | 0.000 | 28.84 | 0.00 | |||
| 0085 | STANDARD INTEGRAL CURB | 01830 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 38.24 | 0.00 | |||
| 0090 | STANDARD HEADER CURB | 01875 | LF | 417.00 | 417.000 | 0.000 | 0.000 | 32.13 | 0.00 | |||
| 0095 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 39.58 | 0.00 | |||
| 0100 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 733.90 | 733.900 | 0.000 | 0.000 | 91.45 | 0.00 | |||
| 0105 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 373.30 | 373.300 | 0.000 | 0.000 | 82.16 | 0.00 | |||
| 0110 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 47.00 | 47.000 | 0.000 | 0.000 | 138.31 | 0.00 | |||
| 0115 | MOUNTABLE MEDIAN TYPE 4 | 01941 | SQYD | 6.60 | 6.600 | 0.000 | 0.000 | 115.07 | 0.00 | |||
| 0120 | BARRICADE-TYPE II | 02013 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 497.61 | 0.00 | |||
| 0125 | BARRICADE-TYPE III | 02014 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 505.71 | 0.00 | |||
| 0130 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 105.00 | 105.000 | 0.000 | 0.000 | 35.47 | 0.00 | |||
| 0135 | REMOVE PAVEMENT | 02091 | SQYD | 6,124.00 | 6,124.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0140 | TEMP DITCH | 02159 | LF | 2,007.00 | 2,007.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0145 | CLEAN TEMP DITCH | 02160 | LF | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | EMBANKMENT IN PLACE | 02230 | CUYD | 32,027.00 | 32,027.000 | 7,790.000 | 0.000 | 7,790.000 | 18.00 | 140,220.00 | 140,220.00 | |
| 0155 | REMOVE GUARDRAIL | 02381 | LF | 347.00 | 347.000 | 350.000 | 0.000 | 350.000 | 5.00 | 1,750.00 | 1,750.00 | |
| 0160 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0165 | CLEARING AND GRUBBING 3.2 AC. | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 50,000.00 | 37,500.00 | 37,500.00 | |
| 0170 | TEMPORARY SIGNS | 02562 | SQFT | 276.00 | 276.000 | 164.500 | 0.000 | 164.500 | 10.60 | 1,743.70 | 1,743.70 | |
| 0175 | EDGE KEY | 02585 | LF | 507.00 | 507.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 165,000.00 | 0.00 | |||
| 0185 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0190 | TEMP SILT FENCE | 02701 | LF | 2,007.00 | 2,007.000 | 2,610.000 | 0.000 | 2,610.000 | 3.00 | 7,830.00 | 7,830.00 | |
| 0195 | SILT TRAP TYPE A | 02703 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 7.00 | 7.000 | 1.000 | 0.000 | 1.000 | 150.00 | 150.00 | 150.00 | |
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0225 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,370.00 | 2,370.000 | 0.000 | 0.000 | 50.66 | 0.00 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0235 | REMOVE STRUCTURE (VANDALAY STA 51+00) | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
| 0240 | ADJUST WATER VALVE | 03425 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0245 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,597.00 | 3,597.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0255 | TEMP MULCH | 05952 | SQYD | 23,050.00 | 23,050.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 17,279.00 | 17,279.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 0.90 | 0.900 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0270 | MAINTENANCE FERTILIZER | 05964 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 16,698.00 | 16,698.000 | 0.000 | 0.000 | 0.73 | 0.00 | |||
| 0280 | SODDING | 05990 | SQYD | 2,956.00 | 2,956.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 10.40 | 10.400 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 2,163.00 | 2,163.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0295 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 9,660.00 | 9,660.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0300 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 7,410.00 | 7,410.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0305 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 935.00 | 935.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 655.00 | 655.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 92.00 | 92.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 7,565.00 | 7,565.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0345 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,721.00 | 17,721.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0350 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 39,897.00 | 39,897.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0360 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0365 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0370 | SAW CUT | 20430ED | LF | 2,646.00 | 2,646.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0375 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,674.00 | 1,674.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0380 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 70.00 | 70.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 60.00 | 60.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0390 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 470.00 | 470.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 0395 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 533.00 | 533.000 | 0.000 | 0.000 | 46.16 | 0.00 | |||
| 0400 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,333.00 | 1,333.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0405 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 980.00 | 980.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0410 | REMOVE LIGHT POLE | 23761EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0415 | ROUNDABOUT ARROW | 24115EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0420 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 84.00 | 84.000 | 0.000 | 0.000 | 156.22 | 0.00 | |||
| 0425 | R/W MONUMENT TYPE 3 | 24540 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0430 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0003 DRAINAGE | |||||||
| 0435 | STORM SEWER PIPE-12 IN | 00520 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0440 | STORM SEWER PIPE-15 IN | 00521 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0445 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,355.00 | 2,355.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0450 | STORM SEWER PIPE-30 IN | 00526 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0455 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0460 | REMOVE PIPE | 01310 | LF | 126.00 | 126.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0465 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0470 | CURB BOX INLET TYPE A | 01456 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 7,250.00 | 0.00 | |||
| 0475 | CURB BOX INLET TYPE B | 01480 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0480 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,750.00 | 0.00 | |||
| 0485 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 0490 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0495 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,300.00 | 0.00 | |||
| 0500 | CAP CURB BOX INLET | 01634 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0505 | REMOVE INLET | 01718 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0510 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0515 | CHANNEL LINING CLASS II | 02483 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0520 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 36.00 | 36.000 | 208.000 | 0.000 | 208.000 | 1.38 | 287.04 | 287.04 | |
| 0525 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 3,563.00 | 3,563.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0530 | SAFELOADING | 02690 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0535 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0540 | PIPELINE INSPECTION | 24814EC | LF | 2,454.00 | 2,454.000 | 0.000 | 0.000 | 2.33 | 0.00 | |||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0004 SIGNING | |||||||
| 0545 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 516.00 | 516.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0550 | STEEL POST TYPE 1 | 06410 | LF | 656.00 | 656.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0555 | GMSS TYPE D | 21596ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0560 | BARCODE SIGN INVENTORY | 24631EC | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0005 LIGHTING | |||||||
| 0565 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0570 | TRENCHING AND BACKFILLING | 04820 | LF | 2,876.00 | 2,876.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0575 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 2,266.00 | 2,266.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0580 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 610.00 | 610.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| Project | DE03712122419 | Fed/State Project Number | FD04 037 1212 000-001 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0585 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 150,000.00 | 150,000.00 | 150,000.00 | |
| 0590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 46,500.00 | 0.00 | |||
| SUBTOT | $344,480.74 |
$344,480.740 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||