|
Report_Id: 241315 Est NO 0006 |
Date:01/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241315 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. | ||||||
| Contractor | CLEARY CONSTRUCTION INC | ADDR SN 0 VC Code KY0051109 | |||||
| 2006 EDMONTON RD | |||||||
| TOMPKINSVILLE , KY , 42167 | |||||||
| Pay Period | 12/14/2024 TO 12/27/2024 | ||||||
| Date Approved | 01/10/2025 | ||||||
| Primary Proj Number | DE114031W2415 | ||||||
| Project No. | STP1 5082 (024) | ||||||
| Primary County | WARREN | ||||||
| Name of Road | US 31W | ||||||
| Description | IMPROVE MOBILITY AND REDUCE CONGESTION FROM US68 TO MIZPAH R OAD | ||||||
| Date Let | 08/22/2024 | Formal Acceptance | |||||
| Date Awarded | 09/03/2024 | Date Work Began | 10/17/2024 | ||||
| Date Contract Executed | 09/27/2024 | Open To Traffic | |||||
| Date NTP Issued | 09/27/2024 | Actual Completion Date | |||||
| Current Contract Amount | $9,618,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,618,000.00 |
Total Earnings | $672,562.24 |
$597,734.69 |
$74,827.55 |
|
| Percent Complete | 6.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,945,437.76 |
Gross Earnings | $672,562.24 |
$597,734.69 |
$74,827.55 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $672,562.24 |
$597,734.69 |
$74,827.55 |
|||
| Contract Id | 241315 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0006 | Project Number | STP1 5082 (024) | |||||||
| Contractor | CLEARY CONSTRUCTION INC | Period | 12/14/2024 TO 12/27/2024 | |||||||
| 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 | 241315 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE114031W2415 | ||||||
| Estimate Nbr | 0006 | Period | 12/14/2024 TO 12/27/2024 | |||||||
| Contractor | CLEARY CONSTRUCTION INC | |||||||||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | 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 | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 61,280.00 | 61,280.000 | 102.680 | 102.680 | 31.50 | 3,234.42 | |||
| 0010 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 75,422.00 | 75,422.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 423.00 | 423.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 536.00 | 536.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 103.00 | 103.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 109.35 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,566.00 | 2,566.000 | 0.000 | 0.000 | 102.60 | 0.00 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 14,693.00 | 14,693.000 | 0.000 | 0.000 | 91.30 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,905.00 | 1,905.000 | 0.000 | 0.000 | 108.15 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,731.00 | 4,731.000 | 0.000 | 0.000 | 106.70 | 0.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 75,422.00 | 75,422.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0060 | JOINT ADHESIVE | 20071EC | LF | 55,582.00 | 55,582.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 44.90 | 44.900 | 0.000 | 0.000 | 665.00 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0080 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 154.00 | 154.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0085 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 26.40 | 0.00 | |||
| 0095 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 207.00 | 207.000 | 0.000 | 0.000 | 135.64 | 0.00 | |||
| 0100 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 14.63 | 0.00 | |||
| 0105 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0110 | REMOVE PAVEMENT | 02091 | SQYD | 1,059.00 | 1,059.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0115 | TEMP DITCH | 02159 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | CLEAN TEMP DITCH | 02160 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0125 | EMBANKMENT IN PLACE | 02230 | CUYD | 52,640.00 | 52,640.000 | 8,000.000 | 8,000.000 | 12.50 | 100,000.00 | |||
| 0130 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0135 | FENCE-WOVEN WIRE | 02261 | LF | 485.00 | 485.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 1,391.00 | 1,391.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0155 | CLEARING AND GRUBBING (APPROX. 40 AC) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,000.00 | 88,000.00 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 5.20 | 5.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 907.00 | 907.000 | 160.000 | 160.000 | 8.48 | 1,356.80 | |||
| 0170 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 5,157.00 | 5,157.000 | 291.000 | 291.000 | 2.00 | 582.00 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 180,000.00 | 0.00 | |||
| 0180 | CROSSOVER | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0185 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,904.00 | 0.00 | |||
| 0190 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0195 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 25.01 | 0.00 | |||
| 0200 | SAFELOADING | 02690 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
| 0205 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,338.00 | 1,338.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0210 | EDGELINE RUMBLE STRIPS | 02697 | LF | 23,782.00 | 23,782.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0215 | TEMP SILT FENCE | 02701 | LF | 4,000.00 | 4,000.000 | 715.000 | 715.000 | 3.50 | 2,502.50 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0225 | SILT TRAP TYPE B | 02704 | EACH | 41.00 | 41.000 | 5.000 | 5.000 | 185.00 | 925.00 | |||
| 0230 | SILT TRAP TYPE C | 02705 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0250 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 259.00 | 259.000 | 0.000 | 0.000 | 43.23 | 0.00 | |||
| 0255 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0260 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0265 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,009.00 | 13,009.000 | 0.000 | 0.000 | 1.73 | 0.00 | |||
| 0270 | TEMP MULCH | 05952 | SQYD | 129,757.00 | 129,757.000 | 12,841.000 | 12,841.000 | 0.22 | 2,825.02 | |||
| 0275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 97,318.00 | 97,318.000 | 4,657.000 | 4,657.000 | 0.30 | 1,397.10 | |||
| 0280 | INITIAL FERTILIZER | 05963 | TON | 3.40 | 3.400 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0285 | MAINTENANCE FERTILIZER | 05964 | TON | 5.70 | 5.700 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0290 | SEEDING AND PROTECTION | 05985 | SQYD | 72,855.00 | 72,855.000 | 0.000 | 0.000 | 0.59 | 0.00 | |||
| 0295 | SODDING | 05990 | SQYD | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 6.29 | 0.00 | |||
| 0300 | AGRICULTURAL LIMESTONE | 05992 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0305 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 43,803.00 | 43,803.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0315 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,173.00 | 3,173.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0320 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 28,667.00 | 28,667.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0325 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 16,250.00 | 16,250.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 292.00 | 292.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 211.00 | 211.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,640.00 | 6,640.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0345 | PAVE MARKING-THERMO CURV ARROW (REVISED 8-9-2024) | 06574 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0350 | PAVE MARKING-THERMO COMB ARROW (REVISED 8-9-2024) | 06575 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0355 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0360 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0365 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 146.00 | 146.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0370 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 254.00 | 254.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0375 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 150.00 | 150.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0380 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0385 | FUEL ADJUSTMENT | 10020NS | DOLL | 76,551.00 | 76,551.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0390 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 96,172.00 | 96,172.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 1,092.00 | 1,092.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0400 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 37.00 | 37.000 | 0.000 | 0.000 | 37.98 | 0.00 | |||
| 0405 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 12.00 | 12.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0410 | VINYL FENCE | 23697EC | LF | 1,327.00 | 1,327.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0415 | R/W MONUMENT TYPE 3 | 24540 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0420 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 479.00 | 479.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0425 | PAVE MARKING-THERMO U-TURN (REVISED 8-9-2024) | 24889EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 8000 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,109.38 | 0.00 | |||
| 8001 | GRANULAR EMBANKMENT | 20072ES805 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 52.22 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0003 DRAINAGE | |||||||
| 0430 | ENTRANCE PIPE-15 IN | 00440 | LF | 353.00 | 353.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0435 | ENTRANCE PIPE-18 IN | 00441 | LF | 741.00 | 741.000 | 38.000 | 38.000 | 125.00 | 4,750.00 | |||
| 0440 | ENTRANCE PIPE-24 IN | 00443 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0445 | CULVERT PIPE-12 IN | 00460 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0450 | CULVERT PIPE-15 IN | 00461 | LF | 225.00 | 225.000 | 69.000 | 69.000 | 150.00 | 10,350.00 | |||
| 0455 | CULVERT PIPE-18 IN | 00462 | LF | 332.00 | 332.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0460 | CULVERT PIPE-24 IN | 00464 | LF | 292.00 | 292.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0465 | CULVERT PIPE-42 IN | 00469 | LF | 333.00 | 333.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
| 0470 | STORM SEWER PIPE-15 IN | 00521 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 205.00 | 205.000 | 113.000 | 113.000 | 140.00 | 15,820.00 | |||
| 0480 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0485 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0490 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0495 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0500 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| 0505 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0510 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 5,650.00 | 5,650.00 | |||
| 0515 | CURB BOX INLET TYPE B-T | 01484 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0520 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,850.00 | 0.00 | |||
| 0525 | DROP BOX INLET TYPE 5C | 01508 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0530 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,800.00 | 8,800.00 | |||
| 0535 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0540 | DROP BOX INLET TYPE 16S | 01587 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,250.00 | 0.00 | |||
| 0545 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0550 | GROUT | 23911EC | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0555 | PIPELINE INSPECTION | 24814EC | LF | 1,982.00 | 1,982.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0004 BRIDGE - OVER UNNAMED CAVE | |||||||
| 0560 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 587.00 | 587.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0565 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 559.00 | 559.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 0570 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,002.00 | 1,002.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0575 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 242.00 | 242.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0580 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 95.00 | 95.000 | 83.640 | 72.550 | 156.190 | 133.00 | 11,124.12 | 20,773.27 | |
| 0585 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 11,062.00 | 5,531.00 | 11,062.00 | |
| 0590 | CONCRETE-CLASS A | 08100 | CUYD | 165.10 | 165.100 | 49.500 | 115.600 | 165.100 | 939.00 | 46,480.50 | 155,028.90 | |
| 0595 | CONCRETE-CLASS AA | 08104 | CUYD | 283.90 | 283.900 | 0.000 | 0.000 | 1,140.00 | 0.00 | |||
| 0600 | STEEL REINFORCEMENT | 08150 | LB | 14,573.00 | 14,573.000 | 7,743.000 | 6,830.000 | 14,573.000 | 1.51 | 11,691.93 | 22,005.23 | |
| 0605 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 56,539.00 | 56,539.000 | 0.000 | 0.000 | 1.52 | 0.00 | |||
| 0610 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 1,027.00 | 1,027.000 | 0.000 | 0.000 | 378.50 | 0.00 | |||
| 8002 | WATERPROOFING MEMBRANE | 03250 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 57.20 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0005 SIGNING | |||||||
| 0615 | SBM ALUM SHEET SIGNS .080 IN (REVISED 8-9-2024) | 06406 | SQFT | 499.50 | 499.500 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0620 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 253.00 | 253.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0625 | STEEL POST TYPE 1 (REVISED 8-9-2024) | 06410 | LF | 1,387.00 | 1,387.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0630 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0635 | ROADWAY CROSS SECTION | 20419ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0640 | GMSS TYPE D | 21596ND | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0645 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0650 | BARCODE SIGN INVENTORY | 24631EC | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0006 SIGNALIZATION | |||||||
| 0655 | TRENCHING AND BACKFILLING | 04820 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 7.62 | 0.00 | |||
| 0660 | CABLE-NO. 14/7C | 04845 | LF | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 1.79 | 0.00 | |||
| 0665 | MESSENGER-15400 LB (REVISED 8-9-2024) | 04886 | LF | 650.00 | 650.000 | 0.000 | 0.000 | 8.31 | 0.00 | |||
| 0670 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,047.78 | 0.00 | |||
| 0675 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 999.54 | 0.00 | |||
| 0680 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 257.43 | 0.00 | |||
| 0685 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,012.12 | 0.00 | |||
| 0690 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 166.10 | 0.00 | |||
| 0695 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 599.85 | 0.00 | |||
| 0700 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 9.04 | 0.00 | |||
| 0705 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 15,257.77 | 0.00 | |||
| 0710 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,194.82 | 0.00 | |||
| 0715 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,026.35 | 0.00 | |||
| 0720 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,026.35 | 0.00 | |||
| 0735 | TETHER WIRE (ADDED 8-9-2024) | 24528ED | LF | 500.00 | 500.000 | 0.000 | 0.000 | 24.76 | 0.00 | |||
| Project | DE114031W2415 | Fed/State Project Number | STP1 5082 (024) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0725 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 435,000.00 | 217,500.00 | |||
| 0730 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 144,122.69 | 0.00 | |||
| SUBTOT | $74,827.55 |
$672,562.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||