|
Report_Id: 261503 Est NO 0001 |
Date:04/13/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261503 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 03/19/2026 TO 04/03/2026 | ||||||
| Date Approved | 04/13/2026 | ||||||
| Primary Proj Number | DE114031W2603 | ||||||
| Project No. | STP 7434 (023) | ||||||
| Primary County | WARREN | ||||||
| Name of Road | NASHVILLE RD (US 31W) | ||||||
| Description | WIDENING OF NASHVILLE RD | ||||||
| Date Let | 02/19/2026 | Formal Acceptance | |||||
| Date Awarded | 03/03/2026 | Date Work Began | 03/31/2026 | ||||
| Date Contract Executed | 03/19/2026 | Open To Traffic | |||||
| Date NTP Issued | 03/19/2026 | Actual Completion Date | |||||
| Current Contract Amount | $10,547,843.78 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,547,843.78 |
Total Earnings | $138,030.36 |
$0.00 |
$138,030.36 |
|
| Percent Complete | 1.71 |
Stockpiled Materials | $42,470.23 |
$0.00 |
$42,470.23 |
|
| Funds Available | $10,367,343.19 |
Gross Earnings | $180,500.59 |
$0.00 |
$180,500.59 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $180,500.59 |
$0.00 |
$180,500.59 |
|||
| Contract Id | 261503 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0001 | Project Number | STP 7434 (023) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 03/19/2026 TO 04/03/2026 | |||||||
| 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 | 261503 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE114031W2603 | ||||||
| Estimate Nbr | 0001 | Period | 03/19/2026 TO 04/03/2026 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | 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 | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 7,680.00 | 7,680.000 | 0.000 | 0.000 | 37.80 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 48.45 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10,250.00 | 10,250.000 | 0.000 | 0.000 | 36.60 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,502.00 | 1,502.000 | 0.000 | 0.000 | 107.32 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,556.00 | 8,556.000 | 0.000 | 0.000 | 88.91 | 0.00 | |||
| 0030 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 14,855.00 | 14,855.000 | 0.000 | 0.000 | 4.36 | 0.00 | |||
| 0035 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | SQYD | 14,855.00 | 14,855.000 | 0.000 | 0.000 | 3.74 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 2,992.00 | 2,992.000 | 0.000 | 0.000 | 126.29 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 21.00 | 21.000 | 0.000 | 0.000 | 568.32 | 0.00 | |||
| 0050 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,867.00 | 3,867.000 | 0.000 | 0.000 | 35.59 | 0.00 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 7.26 | 0.00 | |||
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 28.91 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 416.28 | 0.00 | |||
| 0075 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | STANDARD CURB AND GUTTER (REVISED 2-12-26) | 01810 | LF | 7,276.00 | 7,276.000 | 0.000 | 0.000 | 27.05 | 0.00 | |||
| 0085 | STANDARD HEADER CURB (REVISED 2-12-26) | 01875 | LF | 408.00 | 408.000 | 0.000 | 0.000 | 48.27 | 0.00 | |||
| 0090 | LIP HEADER CURB (REVISED 2-12-26) | 01885 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 53.30 | 0.00 | |||
| 0095 | STANDARD BARRIER MEDIAN TYPE 5 (REVISED 2-12-26) | 01923 | SQYD | 924.00 | 924.000 | 0.000 | 0.000 | 153.38 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 313.36 | 0.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 470.00 | 470.000 | 0.000 | 0.000 | 12.26 | 0.00 | |||
| 0110 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 2,904.00 | 2,904.000 | 0.000 | 0.000 | 94.34 | 0.00 | |||
| 0115 | TEMP DITCH | 02159 | LF | 2,640.00 | 2,640.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | CLEAN TEMP DITCH | 02160 | LF | 1,320.00 | 1,320.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | ROADWAY EXCAVATION | 02200 | CUYD | 14,504.00 | 14,504.000 | 0.000 | 0.000 | 39.92 | 0.00 | |||
| 0130 | GRANULAR EMBANKMENT | 02223 | CUYD | 81.00 | 81.000 | 0.000 | 0.000 | 78.07 | 0.00 | |||
| 0135 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 204.54 | 0.00 | |||
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 199.42 | 0.00 | |||
| 0150 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 170.94 | 0.00 | |||
| 0155 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,379.01 | 0.00 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 91.00 | 91.000 | 0.000 | 0.000 | 66.94 | 0.00 | |||
| 0165 | CHANNEL LINING CLASS III | 02484 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 98.84 | 0.00 | |||
| 0170 | CLEARING AND GRUBBING APPROXIMATELY 12 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 136,043.40 | 0.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 814.00 | 814.000 | 288.000 | 0.000 | 288.000 | 9.22 | 2,655.36 | 2,655.36 | |
| 0180 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 2,964.00 | 2,964.000 | 0.000 | 0.000 | 2.24 | 0.00 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 11,637.00 | 11,637.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 262,253.08 | 0.00 | |||
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,976.50 | 0.00 | |||
| 0200 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,845.00 | 0.00 | |||
| 0205 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 645.00 | 645.000 | 0.000 | 0.000 | 67.39 | 0.00 | |||
| 0210 | SAFELOADING | 02690 | CUYD | 26.00 | 26.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0215 | TEMP SILT FENCE | 02701 | LF | 2,640.00 | 2,640.000 | 0.000 | 0.000 | 3.33 | 0.00 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 77.39 | 0.00 | |||
| 0225 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 77.39 | 0.00 | |||
| 0230 | SILT TRAP TYPE C | 02705 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.01 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0250 | SIDEWALK-4 IN CONCRETE (REVISED 2-12-26) | 02720 | SQYD | 5,454.00 | 5,454.000 | 0.000 | 0.000 | 54.85 | 0.00 | |||
| 0255 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 152,805.88 | 0.00 | |||
| 0260 | TEMP MULCH | 05952 | SQYD | 36,586.00 | 36,586.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 27,439.00 | 27,439.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0270 | INITIAL FERTILIZER | 05963 | TON | 1.40 | 1.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0275 | MAINTENANCE FERTILIZER | 05964 | TON | 2.30 | 2.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 3,702.00 | 3,702.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0285 | SODDING | 05990 | SQYD | 38,940.00 | 38,940.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0290 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0295 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 71.00 | 71.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0300 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 225.00 | 225.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0305 | STEEL POST TYPE 1 | 06410 | LF | 488.00 | 488.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 52,159.00 | 52,159.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0315 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 13,502.00 | 13,502.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0320 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 11,384.00 | 11,384.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0325 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,228.00 | 1,228.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,145.00 | 1,145.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 323.00 | 323.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0345 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,965.00 | 2,965.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0350 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0355 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0360 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 159.00 | 159.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0365 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0370 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 166.00 | 166.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0375 | FUEL ADJUSTMENT | 10020NS | DOLL | 31,166.00 | 31,166.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0380 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 51,102.00 | 51,102.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0385 | TREE | 20000ES724 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0390 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 323.00 | 323.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0395 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0400 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0405 | SAW CUT | 20430ED | LF | 271.00 | 271.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0410 | LONGITUDINAL EDGE KEY | 21289ED | LF | 9,930.00 | 9,930.000 | 0.000 | 0.000 | 3.16 | 0.00 | |||
| 0415 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0420 | STRIPING REMOVAL | 23139EN | LF | 12,290.00 | 12,290.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0425 | DETECTABLE WARNINGS (REVISED 2-12-26) | 23158ES505 | SQFT | 523.00 | 523.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0430 | BARCODE SIGN INVENTORY | 24631EC | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0435 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 308.00 | 308.000 | 0.000 | 0.000 | 11.06 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0003 DRAINAGE | |||||||
| 0440 | ENTRANCE PIPE-15 IN | 00440 | LF | 206.00 | 206.000 | 0.000 | 0.000 | 82.15 | 0.00 | |||
| 0445 | ENTRANCE PIPE-18 IN | 00441 | LF | 247.00 | 247.000 | 0.000 | 0.000 | 90.37 | 0.00 | |||
| 0450 | ENTRANCE PIPE-24 IN | 00443 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 102.37 | 0.00 | |||
| 0455 | CULVERT PIPE-18 IN | 00462 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 252.31 | 0.00 | |||
| 0460 | CULVERT PIPE-24 IN | 00464 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 280.72 | 0.00 | |||
| 0465 | STORM SEWER PIPE-15 IN | 00521 | LF | 5,404.00 | 5,404.000 | 0.000 | 0.000 | 138.91 | 0.00 | |||
| 0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 436.00 | 436.000 | 0.000 | 0.000 | 136.55 | 0.00 | |||
| 0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 797.00 | 797.000 | 0.000 | 0.000 | 195.58 | 0.00 | |||
| 0480 | STORM SEWER PIPE-36 IN | 00528 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 216.76 | 0.00 | |||
| 0485 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0490 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0495 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0500 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0505 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0510 | CURB BOX INLET TYPE A | 01456 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0515 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0520 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0525 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0530 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0535 | DROP BOX INLET TYPE 16G | 01581 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0540 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0545 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 0550 | FRAME AND LID TY 1 | 01771 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0555 | CONCRETE-CLASS A | 08100 | CUYD | 4.31 | 4.310 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0560 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 102.00 | 102.000 | 0.000 | 0.000 | 783.58 | 0.00 | |||
| 0565 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 47.00 | 47.000 | 0.000 | 0.000 | 649.21 | 0.00 | |||
| 0570 | PIPELINE INSPECTION | 24814EC | LF | 3,692.00 | 3,692.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0004 SEWER | |||||||
| 0575 | SAFELOADING | 02690 | CUYD | 34.60 | 34.600 | 0.000 | 0.000 | 242.00 | 0.00 | |||
| 0580 | S CAP EXISTING MAIN CUT AND CAP 10" SEWER (REVISED 2-10-26) | 15155 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,904.00 | 0.00 | |||
| 0585 | S CAP EXISTING MAIN CUT AND CAP 15" SEWER (REVISED 2-10-26) | 15155 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0590 | S CAP EXISTING MAIN CUT AND CAP 24" SEWER (REVISED 2-10-26) | 15155 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0595 | S CAP EXISTING MAIN CUT AND CAP 4" SEWER (REVISED 2-10-26) | 15155 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,766.00 | 0.00 | |||
| 0600 | S CAP EXISTING MAIN CUT AND CAP 6" SEWER (REVISED 2-10-26) | 15155 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0605 | S CAP EXISTING MAIN CUT AND CAP 8" SEWER (REVISED 2-10-26) | 15155 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,820.00 | 0.00 | |||
| 0610 | W CAP EXISTING MAIN CUT, CAP AND BLOCK EXISTING FORCE MAIN | 14003 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0615 | S ENCASEMENT STEEL OPEN CUT RANGE 3 12" STEEL CASING PIPE OPEN CUT W/ CASING | 15022 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0620 | W TAPPING SLEEVE AND VALVE SIZE 1 SOLID SLEEVE | 14089 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0625 | S ENCASEMENT STEEL BORED RANGE 3 12" STEEL CASING PIPE BORED & JACKED W/ | 15016 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0630 | S ENCASEMENT STEEL BORED RANGE 4 18" STEEL CASING PIPE BORED & JACKED W/ | 15017 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 665.00 | 0.00 | |||
| 0635 | S ENCASEMENT STEEL BORED RANGE 5 24" STEEL CASING PIPE BORED & JACKED W/ | 15018 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 822.00 | 0.00 | |||
| 0640 | S FORCE MAIN PVC 06 INCH | 15060 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0645 | S FORCE MAIN PVC 12 INCH (REVISED 2-10-26) | 15063 | LF | 426.00 | 426.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0650 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,510.00 | 0.00 | |||
| 0655 | S FORCE MAIN TIE-IN 12 INCH 12" FORCE MAIN TIE-IN (REVISED 2-10-26) | 15077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,040.00 | 0.00 | |||
| 0665 | S LATERAL SHORT SIDE 04 INCH SANITARY SEWER RECONNECT SHORT SIDE (REV | 15089 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,570.00 | 0.00 | |||
| 0670 | S MANHOLE 4' DIAMETER PRECAST MANHOLE (0'-6' DEEP) | 15092 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0675 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0680 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,765.00 | 0.00 | |||
| 0685 | S MANHOLE TAP EXISTING | 15099 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0690 | S PIPE PVC 08 INCH | 15112 | LF | 239.00 | 239.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0695 | S PIPE PVC 10 INCH | 15113 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 187.00 | 0.00 | |||
| 0700 | S PIPE PVC 12 INCH | 15114 | LF | 283.00 | 283.000 | 0.000 | 0.000 | 204.00 | 0.00 | |||
| 0705 | S PIPE PVC 24 INCH | 15117 | LF | 952.00 | 952.000 | 0.000 | 0.000 | 235.00 | 0.00 | |||
| 0710 | S PIPE SPECIAL 15" PVC SANITARY SEWER | 15118 | LF | 542.00 | 542.000 | 0.000 | 0.000 | 212.00 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0005 SIGNALIZATION | |||||||
| 0715 | FUSED CONNECTOR KIT | 04780 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 386.96 | 0.00 | |||
| 0720 | TRENCHING AND BACKFILLING | 04820 | LF | 295.00 | 295.000 | 0.000 | 0.000 | 13.23 | 0.00 | |||
| 0725 | CABLE-NO. 14/7C | 04845 | LF | 3,067.00 | 3,067.000 | 0.000 | 0.000 | 3.97 | 0.00 | |||
| 0730 | MESSENGER-10800 LB | 04885 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 15.24 | 0.00 | |||
| 0735 | MESSENGER-15400 LB | 04886 | LF | 970.00 | 970.000 | 0.000 | 0.000 | 15.24 | 0.00 | |||
| 0740 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,584.28 | 0.00 | |||
| 0745 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 1,759.07 | 0.00 | |||
| 0750 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 432.00 | 0.00 | |||
| 0755 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 624.05 | 0.00 | |||
| 0760 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 736.71 | 0.00 | |||
| 0765 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 787.12 | 0.00 | |||
| 0770 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 624.05 | 0.00 | |||
| 0775 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,481.03 | 0.00 | |||
| 0780 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 1,232.32 | 0.00 | |||
| 0785 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,948.96 | 0.00 | |||
| 0790 | TETHER WIRE | 24528ED | LF | 1,170.00 | 1,170.000 | 0.000 | 0.000 | 15.24 | 0.00 | |||
| 0795 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 135.00 | 135.000 | 0.000 | 0.000 | 9.62 | 0.00 | |||
| 0800 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 160.00 | 160.000 | 0.000 | 0.000 | 13.11 | 0.00 | |||
| 0805 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25,360.96 | 0.00 | |||
| 0810 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,045.21 | 0.00 | |||
| 0815 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,226.92 | 0.00 | |||
| 0820 | INSTALL SOLAR SCHOOL FLASHER ASSEMBLY | 26246EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 22,874.77 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0006 WATERLINE | |||||||
| 0825 | W CAP EXISTING MAIN CUT , CAP AND BLOCK ABANDONED WATER MAIN | 14003 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0830 | SAFELOADING | 02690 | CUYD | 66.00 | 66.000 | 0.000 | 0.000 | 242.00 | 0.00 | |||
| 0835 | SURF RESTORATION DRIVEWAY/ENTRANCE RESTORATION | 02735 | SQYD | 418.00 | 418.000 | 0.000 | 0.000 | 71.05 | 0.00 | |||
| 0840 | W ENCASEMENT STEEL OPEN CUT RANGE 3 12" STEEL CASING PIPE OPEN CUT W/ CASING | 14014 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 402.00 | 0.00 | |||
| 0845 | W ENCASEMENT STEEL BORED RANGE 4 16" STEEL CASING PIPE BORED & JACKED W/ | 14009 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0850 | W ENCASEMENT STEEL OPEN CUT RANGE 4 16" STEEL CASING PIPE OPEN CUT W/ CASING | 14015 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0855 | W ENCASEMENT STEEL BORED RANGE 6 30" STEEL CASING PIPE BORED & JACKED W/ | 14011 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 1,001.00 | 0.00 | |||
| 0860 | W ENCASEMENT STEEL OPEN CUT RANGE 6 30" STEEL CASING PIPE OPEN CUT W/ CASING | 14017 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 609.00 | 0.00 | |||
| 0865 | W ENCASEMENT STEEL OPEN CUT RANGE 5 20" STEEL CASING PIPE OPEN CUT (RANGE 5) | 14016 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 482.00 | 0.00 | |||
| 0870 | W ENCASEMENT STEEL OPEN CUT RANGE 5 24" STEEL CASING PIPE OPEN CUT W/ CASING | 14016 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 542.00 | 0.00 | |||
| 0875 | W FIRE HYDRANT ASSEMBLY 6" FIRE HYDRANT ASSEMBLY W/ GATE VALVE | 14019 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 8,944.00 | 0.00 | |||
| 0880 | W FIRE HYDRANT REMOVE REMOVE EXISTING FIRE HYDRANT ASSEMBLY | 14021 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,007.00 | 0.00 | |||
| 0885 | W METER RELOCATE | 14030 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 1,210.00 | 0.00 | |||
| 0890 | W PIPE POLYETHYLENE/PLASTIC 1 INCH 1" DI WATER MAIN (REVISED 2-17-26) | 14179 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0895 | W PIPE PVC 02 INCH 2" DI WATER MAIN (REVISED 2-17-26) | 14056 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0900 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0905 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0910 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 4,371.00 | 4,371.000 | 0.000 | 0.000 | 154.00 | 0.00 | |||
| 0915 | W PIPE DUCTILE IRON 12 INCH WITH NITRILE GASKET | 14039 | LF | 416.00 | 416.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0920 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 324.00 | 324.000 | 0.000 | 0.000 | 243.00 | 0.00 | |||
| 0925 | W SERV PE/PLST LONG SIDE 3/4 IN 3/4" SERVICE RECONNECTION - LONG SIDE | 14080 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,434.00 | 0.00 | |||
| 0930 | W SERV PE/PLST SHORT SIDE 3/4 IN 3/4" SERVICE RECONNECTION - SHORT SIDE | 14085 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,647.00 | 0.00 | |||
| 0935 | W VALVE BOX REMOVE (REVISED 2-10-26) | 14177 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0940 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 1" COMPRE | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0945 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 2" TAPPIN | 14089 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0950 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 8" SOLID | 14089 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0955 | W TAPPING SLEEVE AND VALVE SIZE 2 CONN TO EXIST SYSTEM VIA 12" TAPPING SLE | 14090 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 12,767.00 | 0.00 | |||
| 0960 | W TAPPING SLEEVE AND VALVE SIZE 2 CONN TO EXIST SYSTEM VIA 16" TAPPING SLE | 14090 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 46,000.00 | 0.00 | |||
| 0965 | W TAPPING SLEEVE AND VALVE SIZE 1 CONN TO EXSTNG SYS VIA 6" TAPPING SLEEVE | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,985.00 | 0.00 | |||
| 0970 | W VALVE 12 INCH 12" GATE VALVE & BOX (REVISED 2-10-26) | 14108 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 5,798.00 | 0.00 | |||
| 0975 | W VALVE 16 INCH 16" GATE VALVE & BOX (REVISED 2-10-26) | 14109 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 21,500.00 | 0.00 | |||
| 0980 | W VALVE 06 INCH 6" GATE VALVE & BOX | 14105 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| 0985 | W VALVE 08 INCH 8" GATE VALVE & BOX (REVISED 2-10-26) | 14106 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,575.00 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0007 PLANNING (ADDED 2-10-26) | |||||||
| 1000 | CONDUIT-1 1/4 IN (ADDED 2-10-26) | 04793 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 25.92 | 0.00 | |||
| 1005 | CONDUIT-2 IN (ADDED 2-10-26) | 04795 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 35.61 | 0.00 | |||
| 1010 | TRENCHING AND BACKFILLING (ADDED 2-10-26) | 04820 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 20.80 | 0.00 | |||
| 1015 | PIEZOELECTRIC SENSOR (ADDED 2-10-26) | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,830.29 | 0.00 | |||
| 1020 | LOOP WIRE (ADDED 2-10-26) | 04830 | LF | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 1025 | LOOP SAW SLOT AND FILL (ADDED 2-10-26) | 04895 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 50.35 | 0.00 | |||
| 1030 | REMOVE AND REPLACE SIDEWALK (ADDED 2-10-26) | 04960 | SQYD | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1035 | WOOD POST (ADDED 2-10-26) | 20360ES818 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 863.10 | 0.00 | |||
| 1040 | ELECTRICAL JUNCTION BOX TYPE A (ADDED 2-10-26) | 20391NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,269.90 | 0.00 | |||
| 1045 | GALVANIZED STEEL CABINET (ADDED 2-10-26) | 20359NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,314.64 | 0.00 | |||
| Project | DE114031W2603 | Fed/State Project Number | STP 7434 (023) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 270,750.00 | 135,375.00 | 135,375.00 | |
| 0995 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 150,930.00 | 0.00 | |||
| SUBTOT | $138,030.36 |
$138,030.36 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0030-1-0I |
GEOTEXTILE CLASS I | SQYD |
14,855.00 | 0001 | $2.859000 | 42,470.23 | $42,470.23 | |||||
| SUBTOT | $42,470.23 |
|||||||||||