|
Report_Id: 241113 Est NO 0013 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241113 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Henderlight, Christopher D. | ||||||
| Contractor | WEDDLE ENTERPRISES INC | ADDR SN 0 VC Code KY0022689 | |||||
| 25 SHANES LANE | |||||||
| SOMERSET , KY , 42501 | |||||||
| Pay Period | 12/15/2025 TO 01/25/2026 | ||||||
| Date Approved | 02/01/2026 | ||||||
| Primary Proj Number | DE10006352413 | ||||||
| Project No. | RRS 5178(002) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | NEW KY 635 (KY 635) | ||||||
| Description | NEW KY 635 RAILROAD OVERPASS | ||||||
| Date Let | 12/12/2024 | Formal Acceptance | |||||
| Date Awarded | 12/18/2024 | Date Work Began | 05/05/2025 | ||||
| Date Contract Executed | 01/30/2025 | Open To Traffic | |||||
| Date NTP Issued | 01/30/2025 | Actual Completion Date | |||||
| Current Contract Amount | $7,483,852.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,483,852.19 |
Total Earnings | $2,273,303.36 |
$2,253,999.93 |
$19,303.43 |
|
| Percent Complete | 36.23 |
Stockpiled Materials | $437,954.49 |
$437,954.49 |
$0.00 |
|
| Funds Available | $4,772,594.34 |
Gross Earnings | $2,711,257.85 |
$2,691,954.42 |
$19,303.43 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,711,257.85 |
$2,691,954.42 |
$19,303.43 |
|||
| Contract Id | 241113 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0013 | Project Number | RRS 5178(002) | |||||||
| Contractor | WEDDLE ENTERPRISES INC | Period | 12/15/2025 TO 01/25/2026 | |||||||
| 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 | 241113 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE10006352413 | ||||||
| Estimate Nbr | 0013 | Period | 12/15/2025 TO 01/25/2026 | |||||||
| Contractor | WEDDLE ENTERPRISES INC | |||||||||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | 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 | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 7,509.00 | 7,509.000 | 1,231.490 | 1,231.490 | 32.34 | 39,826.38 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 7,992.00 | 7,992.000 | 0.000 | 0.000 | 9.45 | 0.00 | |||
| 0015 | LIME | 00014 | TON | 143.00 | 143.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 416.00 | 416.000 | 0.000 | 0.000 | 28.60 | 0.00 | |||
| 0025 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,808.00 | 1,808.000 | 214.540 | 803.740 | 1,018.280 | 27.94 | 5,994.24 | 28,450.74 | |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0035 | ASPHALT SEAL COAT | 00103 | TON | 8.10 | 8.100 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0045 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,478.00 | 5,478.000 | 1,085.080 | 1,085.080 | 120.35 | 130,589.37 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,509.00 | 1,509.000 | 0.000 | 0.000 | 132.75 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | ASPHALT CURING SEAL | 00358 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0065 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 227.00 | 227.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0070 | EDGE KEY | 02585 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 95.75 | 0.00 | |||
| 0075 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 4,810.00 | 4,810.000 | 3,042.000 | 3,042.000 | 2.09 | 6,357.78 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0085 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0090 | SAND FOR BLOTTER | 02702 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 281.72 | 0.00 | |||
| 0095 | JOINT ADHESIVE | 20071EC | LF | 14,979.00 | 14,979.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0100 | LONGITUDINAL EDGE KEY | 21289ED | LF | 284.00 | 284.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0002 ROADWAY | |||||||
| 0105 | PERFORATED PIPE-4 IN | 01000 | LF | 184.00 | 184.000 | 115.000 | 115.000 | 36.81 | 4,233.15 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 20.000 | 20.000 | 35.92 | 718.40 | |||
| 0115 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,130.43 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 781.07 | 1,562.14 | |||
| 0125 | REMOVE PIPE | 01310 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 18.77 | 0.00 | |||
| 0130 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 627.54 | 0.00 | |||
| 0135 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,707.43 | 0.00 | |||
| 0140 | STANDARD CURB AND GUTTER | 01810 | LF | 1,754.00 | 1,754.000 | 216.000 | 216.000 | 33.18 | 7,166.88 | |||
| 0145 | STANDARD HEADER CURB | 01875 | LF | 364.00 | 364.000 | 0.000 | 0.000 | 39.14 | 0.00 | |||
| 0150 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 19.39 | 0.00 | |||
| 0155 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 23.00 | 23.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0165 | REMOVE PAVEMENT | 02091 | SQYD | 1,457.00 | 1,457.000 | 216.300 | 216.300 | 4.74 | 1,025.26 | |||
| 0170 | TEMP DITCH | 02159 | LF | 2,295.00 | 2,295.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
| 0175 | CLEAN TEMP DITCH | 02160 | LF | 1,147.00 | 1,147.000 | 0.000 | 0.000 | 0.78 | 0.00 | |||
| 0180 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,472.00 | 2,472.000 | 0.000 | 0.000 | 44.29 | 0.00 | |||
| 0185 | EMBANKMENT IN PLACE | 02230 | CUYD | 118,045.00 | 118,045.000 | 108,676.900 | 108,676.900 | 6.89 | 748,783.84 | |||
| 0190 | WATER | 02242 | MGAL | 57.00 | 57.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0195 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,859.50 | 3,859.500 | 0.000 | 0.000 | 30.34 | 0.00 | |||
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 99.51 | 0.00 | |||
| 0205 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,221.24 | 0.00 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,068.04 | 0.00 | |||
| 0215 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 58.74 | 0.00 | |||
| 0220 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 241.42 | 0.00 | |||
| 0225 | CHANNEL LINING CLASS II | 02483 | TON | 54.00 | 54.000 | 25.700 | 25.700 | 47.80 | 1,228.46 | |||
| 0230 | CHANNEL LINING CLASS III | 02484 | TON | 236.00 | 236.000 | 50.800 | 50.800 | 26.02 | 1,321.81 | |||
| 0235 | CLEARING AND GRUBBING 15 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 16,430.16 | 8,215.08 | |||
| 0240 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 0.80 | 0.800 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 0245 | TEMPORARY SIGNS | 02562 | SQFT | 444.00 | 444.000 | 290.000 | 290.000 | 12.00 | 3,480.00 | |||
| 0250 | FABRIC-GEOTEXTILE CLASS 1 DITCHES | 02602 | SQYD | 410.00 | 410.000 | 69.600 | 69.600 | 3.06 | 212.97 | |||
| 0255 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 3,687.00 | 3,687.000 | 225.000 | 230.100 | 455.100 | 2.08 | 468.00 | 946.60 | |
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 56,948.49 | 0.00 | |||
| 0265 | DIVERSIONS (BY-PASS DETOURS) KY 635 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 110,097.65 | 0.00 | |||
| 0270 | DIVERSIONS (BY-PASS DETOURS) TROY GODBY LN | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,384.50 | 0.00 | |||
| 0275 | SAFELOADING | 02690 | CUYD | 4.60 | 4.600 | 4.600 | 4.600 | 1,551.50 | 7,136.90 | |||
| 0280 | TEMP SILT FENCE | 02701 | LF | 4,170.00 | 4,170.000 | 1,491.000 | 1,491.000 | 4.90 | 7,305.90 | |||
| 0285 | SILT TRAP TYPE A | 02703 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 246.61 | 0.00 | |||
| 0290 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 1.000 | 9.000 | 10.000 | 241.58 | 241.58 | 2,415.80 | |
| 0295 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 127.27 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 127.63 | 0.00 | |||
| 0305 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 127.63 | 255.26 | |||
| 0310 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 45.97 | 0.00 | |||
| 0315 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 683.00 | 683.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0320 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0325 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,869.00 | 2,869.000 | 3,461.600 | 3,461.600 | 4.06 | 14,054.09 | |||
| 0330 | TEMP MULCH | 05952 | SQYD | 49,855.00 | 49,855.000 | 24,230.000 | 0.000 | 24,230.000 | 0.52 | 12,599.60 | 12,599.60 | |
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 37,389.00 | 37,389.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
| 0340 | INITIAL FERTILIZER | 05963 | TON | 2.80 | 2.800 | 0.560 | 0.560 | 1,851.41 | 1,036.78 | |||
| 0345 | MAINTENANCE FERTILIZER | 05964 | TON | 1.70 | 1.700 | 0.000 | 0.000 | 1,851.41 | 0.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 47,011.00 | 47,011.000 | 7,262.300 | 7,262.300 | 0.93 | 6,753.93 | |||
| 0355 | SODDING | 05990 | SQYD | 1,163.00 | 1,163.000 | 0.000 | 0.000 | 15.95 | 0.00 | |||
| 0360 | AGRICULTURAL LIMESTONE | 05992 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 111.77 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,450.00 | 14,450.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,254.00 | 2,254.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0375 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,752.00 | 5,752.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0380 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,532.00 | 5,532.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0385 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 298.00 | 298.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0390 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 298.00 | 298.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 7.62 | 0.00 | |||
| 0405 | FUEL ADJUSTMENT | 10020NS | DOLL | 34,795.00 | 34,795.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0410 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 27,387.00 | 27,387.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.89 | 0.00 | |||
| 0420 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0425 | REMOVE REMOVE RR CROSSING PAVEMENT MARKINGS | 23055N | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,252.31 | 0.00 | |||
| 0430 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 52.00 | 52.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0435 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,263.00 | 1,263.000 | 151.100 | 151.100 | 13.04 | 1,970.34 | |||
| 0440 | R/W MONUMENT TYPE 3 | 24540 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 258.74 | 0.00 | |||
| 0445 | R/W MONUMENT TYPE 3A | 24541 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 258.74 | 0.00 | |||
| 0450 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 182,282.50 | 0.00 | |||
| 0455 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,712.32 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0003 DRAINAGE | |||||||
| 0460 | ENTRANCE PIPE-15 IN | 00440 | LF | 412.00 | 412.000 | 262.000 | 262.000 | 60.72 | 15,908.64 | |||
| 0465 | ENTRANCE PIPE-18 IN | 00441 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 90.64 | 0.00 | |||
| 0470 | CULVERT PIPE-18 IN | 00462 | LF | 134.00 | 134.000 | 83.000 | 83.000 | 111.45 | 9,250.35 | |||
| 0475 | CULVERT PIPE-24 IN | 00464 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 212.55 | 18,066.75 | |||
| 0480 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 116.92 | 0.00 | |||
| 0485 | STORM SEWER PIPE-15 IN | 00521 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 69.80 | 3,908.80 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 223.00 | 223.000 | 223.000 | 223.000 | 69.20 | 15,431.60 | |||
| 0495 | STORM SEWER PIPE-24 IN | 00524 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 148.29 | 8,897.40 | |||
| 0500 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,466.66 | 2,933.32 | |||
| 0505 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,663.09 | 1,663.09 | |||
| 0510 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,409.29 | 0.00 | |||
| 0515 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,875.69 | 0.00 | |||
| 0520 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,091.29 | 0.00 | |||
| 0525 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,229.09 | 4,916.36 | |||
| 0530 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,066.86 | 0.00 | |||
| 0535 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,289.10 | 21,156.40 | |||
| 0540 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,814.47 | 14,443.41 | |||
| 0545 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,708.87 | 0.00 | |||
| 0550 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,444.78 | 3,444.78 | |||
| 0555 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 671.00 | 671.000 | 704.300 | 704.300 | 2.00 | 1,408.60 | |||
| 0560 | PIPELINE INSPECTION | 24814EC | LF | 835.00 | 835.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0004 RCBC | |||||||
| 0565 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 47.00 | 47.000 | 21.000 | 21.000 | 70.73 | 1,485.33 | |||
| 0570 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 48,638.29 | 24,319.14 | |||
| 0575 | CONCRETE-CLASS A | 08100 | CUYD | 142.60 | 142.600 | 142.600 | 142.600 | 780.00 | 111,228.00 | |||
| 0580 | STEEL REINFORCEMENT | 08150 | LB | 15,734.00 | 15,734.000 | 15,734.000 | 15,734.000 | 2.20 | 34,614.80 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0005 BRIDGE | |||||||
| 0585 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 657.00 | 657.000 | 657.000 | 657.000 | 64.00 | 42,048.00 | |||
| 0590 | JUNCTION BOX-24 IN | 01643 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 814.00 | 0.00 | |||
| 0595 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,118.00 | 1,118.000 | 0.000 | 0.000 | 52.15 | 0.00 | |||
| 0600 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 3,296.00 | 3,296.000 | 3,638.600 | 3,638.600 | 5.00 | 18,193.00 | |||
| 0605 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0610 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0615 | STEEL PIPE-2 1/2 IN | 03340 | LF | 31.50 | 31.500 | 31.500 | 31.500 | 35.00 | 1,102.50 | |||
| 0620 | STEEL PIPE-4 IN (REVISED 12-6-24) | 03343 | LF | 30.00 | 30.000 | 30.250 | 30.250 | 35.00 | 1,058.75 | |||
| 0625 | CONDUIT-3 IN | 04797 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0630 | CONDUIT-4 IN | 04799 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0635 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0640 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 5,421.00 | 5,421.000 | 2,969.620 | 2,969.620 | 42.00 | 124,724.04 | |||
| 0645 | TEST PILES | 08033 | LF | 101.00 | 101.000 | 0.000 | 0.000 | 236.00 | 0.00 | |||
| 0650 | PRE-DRILLING FOR PILES | 08039 | LF | 911.00 | 911.000 | 0.000 | 0.000 | 232.00 | 0.00 | |||
| 0655 | PILES-STEEL HP14X117 | 08052 | LF | 985.00 | 985.000 | 0.000 | 0.000 | 168.00 | 0.00 | |||
| 0660 | CONCRETE-CLASS A | 08100 | CUYD | 176.70 | 176.700 | 0.000 | 0.000 | 670.00 | 0.00 | |||
| 0665 | CONCRETE-CLASS AA | 08104 | CUYD | 316.40 | 316.400 | 0.000 | 0.000 | 1,249.00 | 0.00 | |||
| 0670 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 90,760.00 | 90,760.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 0675 | STRUCTURAL STEEL 225,468 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 774,123.00 | 0.00 | |||
| 0680 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,858.00 | 0.00 | |||
| 0685 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 281.00 | 281.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0690 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,461.00 | 0.00 | |||
| 0695 | CONCRETE SEALING | 23378EC | SQFT | 11,973.00 | 11,973.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0700 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 148.00 | 148.000 | 0.000 | 0.000 | 188.00 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0006 UTILITY | |||||||
| 0705 | CONCRETE CAP | 02556 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 727.28 | 0.00 | |||
| 0710 | W CAP EXISTING MAIN | 14003 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 2,285.99 | 20,573.91 | |||
| 0715 | W ENCASEMENT CONCRETE | 14005 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 117.45 | 0.00 | |||
| 0720 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 177.00 | 177.000 | 158.000 | 158.000 | 194.26 | 30,693.08 | |||
| 0725 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 529.00 | 529.000 | 509.000 | 509.000 | 167.04 | 85,023.36 | |||
| 0730 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,556.99 | 37,784.95 | |||
| 0735 | W METER 1 INCH | 14025 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,370.88 | 0.00 | |||
| 0740 | W PIPE PVC 04 INCH | 14058 | LF | 552.00 | 552.000 | 464.000 | 464.000 | 55.48 | 25,742.72 | |||
| 0745 | W PIPE PVC 06 INCH | 14059 | LF | 1,712.00 | 1,712.000 | 1,644.000 | 1,644.000 | 71.81 | 118,055.64 | |||
| 0750 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,024.67 | 12,074.01 | |||
| 0755 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,240.00 | 6,200.00 | |||
| 0760 | W TIE-IN 03 INCH | 14092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,790.54 | 0.00 | |||
| 0765 | W TIE-IN 06 INCH | 14094 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 4,112.12 | 32,896.96 | |||
| 0770 | W VALVE 04 INCH | 14104 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,979.20 | 1,979.20 | |||
| 0775 | W VALVE 06 INCH | 14105 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 2,252.85 | 27,034.20 | |||
| 0780 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,159.57 | 6,159.57 | |||
| 0785 | S ENCASEMENT STEEL OPEN CUT RANGE 6 | 15025 | LF | 414.00 | 414.000 | 134.000 | 134.000 | 531.45 | 71,214.30 | |||
| 0790 | S LATERAL LONG SIDE 04 INCH | 15087 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,580.44 | 0.00 | |||
| 0795 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,012.67 | 0.00 | |||
| 0800 | S MANHOLE | 15092 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 6,277.94 | 12,555.88 | |||
| 0805 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,368.46 | 0.00 | |||
| 0810 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 13,971.29 | 0.00 | |||
| 0815 | S PIPE PVC 08 INCH | 15112 | LF | 1,016.00 | 1,016.000 | 142.000 | 142.000 | 167.75 | 23,820.50 | |||
| 8001 | W ENCASEMENT STEEL OPEN CUT RANGE 2 10" Encasement Steel for 4" WM | 14013 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 194.26 | 0.00 | |||
| 8002 | W ENCASEMENT STEEL OPEN CUT RANGE 3 12" Encasement Steel for 6" WM | 14014 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 167.04 | 0.00 | |||
| 8003 | S ENCASEMENT STEEL OPEN CUT RANGE 4 16" Encasement Steel for 8" Sewer | 15023 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 512.45 | 0.00 | |||
| 8004 | EW~ Abandoned Bore Pit | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,038.00 | 0.00 | |||
| 8005 | EW~ Exploration and Down Time | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 11,325.00 | 0.00 | |||
| 8006 | EW~ Excess Materials for Sewer Line B | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,156.53 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0007 SIGNING | |||||||
| 0820 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 477.81 | 477.810 | 0.000 | 0.000 | 56.51 | 0.00 | |||
| 0825 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 73.00 | 73.000 | 0.000 | 0.000 | 58.23 | 0.00 | |||
| 0830 | STEEL POST TYPE 1 | 06410 | LF | 963.00 | 963.000 | 0.000 | 0.000 | 38.38 | 0.00 | |||
| 0835 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.25 | 1.250 | 0.000 | 0.000 | 5,096.15 | 0.00 | |||
| 0840 | REMOVE SIGN | 21373ND | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 129.60 | 0.00 | |||
| 0845 | GMSS TYPE D | 21596ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 560.61 | 0.00 | |||
| 0850 | BARCODE SIGN INVENTORY | 24631EC | EACH | 97.00 | 97.000 | 0.000 | 0.000 | 64.80 | 0.00 | |||
| 0855 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 214.49 | 0.00 | |||
| Project | DE10006352413 | Fed/State Project Number | RRS 5178(002) | Category | 0008 DEMOBILIZATION/MOBILIZATION | |||||||
| 0860 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 239,544.48 | 239,544.48 | |||
| 0865 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,000.00 | 0.00 | |||
| SUBTOT | $19,303.42 |
$2,273,303.35 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0655-1-0I |
PILES | LF |
1,090.00 | 0010 | $71.253000 | $73,782.48 | ||||||
0675-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $383338.960000 | $364,172.01 | ||||||
| SUBTOT | $437,954.49 |
|||||||||||