|
Report_Id: 221349 Est NO 0044 |
Date:04/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221349 | Estimate Number | 0044 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Mcdowell, Preston J. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 03/20/2025 TO 04/02/2025 | ||||||
| Date Approved | 04/13/2025 | ||||||
| Primary Proj Number | DE07600252249 | ||||||
| Project No. | NHPP 4212 (051) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | US 25 | ||||||
| Description | SOUTH OF DUNCANNON LANE TO PUNKIN RUN | ||||||
| Date Let | 09/22/2022 | Formal Acceptance | |||||
| Date Awarded | 10/04/2022 | Date Work Began | 11/17/2022 | ||||
| Date Contract Executed | 10/25/2022 | Open To Traffic | |||||
| Date NTP Issued | 10/25/2022 | Actual Completion Date | |||||
| Current Contract Amount | $15,815,442.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,181,738.85 |
Total Earnings | $7,453,919.07 |
$7,302,545.88 |
$151,373.19 |
|
| Percent Complete | 48.04 |
Stockpiled Materials | $143,400.20 |
$146,635.84 |
$-3,235.64 |
|
| Funds Available | $8,218,122.88 |
Gross Earnings | $7,597,319.27 |
$7,449,181.72 |
$148,137.55 |
|
| Total Change Orders | $633,703.30 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,597,319.27 |
$7,449,181.72 |
$148,137.55 |
|||
| Contract Id | 221349 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0044 | Project Number | NHPP 4212 (051) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 03/20/2025 TO 04/02/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost Plus Partnering | Approved | 01/24/2023 | $2,089.50 | 0.0 | |||||
| 002 | Cost Plus for Mechanically Removing Solid Rock | Approved | 04/30/2024 | $130,000.00 | 14.0 | |||||
| 003 | Mass Concrete for Bridge Abutments | Approved | 06/25/2024 | $26,394.79 | 0.0 | |||||
| 004 | Bore and Jack Culvert Pipe | Approved | 12/05/2024 | $233,008.15 | 14.0 | |||||
| 005 | Construction Revision 1 | Approved | 03/25/2025 | $242,210.86 | 14.0 | |||||
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 | 221349 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07600252249 | ||||||
| Estimate Nbr | 0044 | Period | 03/20/2025 TO 04/02/2025 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | 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 | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 72,199.70 | 71,738.000 | 50.180 | 23,408.810 | 23,458.990 | 29.05 | 1,457.72 | 681,483.65 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 90,605.10 | 90,605.100 | 32,919.000 | 32,919.000 | 3.50 | 115,216.50 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 2,000.000 | 445.670 | 1,107.390 | 1,553.060 | 29.05 | 12,946.71 | 45,116.39 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 219.10 | 219.100 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 26.40 | 26.400 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,031.20 | 3,590.100 | 2,075.050 | 2,075.050 | 105.10 | 218,087.75 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 26,871.70 | 27,753.800 | 9,045.210 | 9,045.210 | 105.10 | 950,651.57 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,470.50 | 1,281.500 | 229.230 | 229.230 | 119.75 | 27,450.29 | |||
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 372.10 | 372.100 | 0.000 | 0.000 | 126.85 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 69.70 | 0.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 181.20 | 181.200 | 23.070 | 23.070 | 725.00 | 16,725.75 | |||
| 0060 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 199.90 | 199.900 | 0.000 | 0.000 | 126.85 | 0.00 | |||
| 0065 | CEM CONC ENT PAVEMENT-8 IN (REVISED 9-20-22) | 02101 | SQYD | 1,455.00 | 1,455.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0070 | CEMENT | 02542 | TON | 1,679.80 | 1,679.800 | 627.310 | 627.310 | 200.00 | 125,462.00 | |||
| 0075 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 342.50 | 744.200 | 0.000 | 0.000 | 49.75 | 0.00 | |||
| 0085 | SAND FOR BLOTTER | 02702 | TON | 226.50 | 226.500 | 15.980 | 15.980 | 42.00 | 671.16 | |||
| 0090 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 5,792.50 | 6,383.200 | 0.000 | 0.000 | 126.85 | 0.00 | |||
| 8006 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 72.800 | 0.000 | 0.000 | 820.41 | 0.00 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0002 ROADWAY | |||||||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6,106.00 | 6,106.000 | 1,784.880 | 1,784.880 | 23.85 | 42,569.38 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 1,647.00 | 1,647.000 | 30.000 | 30.000 | 19.25 | 577.50 | |||
| 0105 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 926.00 | 926.000 | 0.000 | 0.000 | 19.25 | 0.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 19.25 | 0.00 | |||
| 0115 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0125 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0135 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0140 | REMOVE PIPE | 01310 | LF | 867.00 | 867.000 | 55.000 | 207.000 | 262.000 | 16.00 | 880.00 | 4,192.00 | |
| 0145 | REMOVE INLET | 01718 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0150 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0155 | STANDARD CURB AND GUTTER | 01810 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 48.50 | 0.00 | |||
| 0160 | ISLAND CURB AND GUTTER | 01825 | LF | 731.00 | 731.000 | 0.000 | 0.000 | 32.05 | 0.00 | |||
| 0165 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 73.00 | 73.000 | 49.000 | 49.000 | 47.55 | 2,329.95 | |||
| 0170 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 92.00 | 92.000 | 42.000 | 42.000 | 12.00 | 504.00 | |||
| 0175 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 14.000 | 14.000 | 200.00 | 2,800.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 3,693.00 | 3,693.000 | 3,693.000 | 3,693.000 | 7.50 | 27,697.50 | |||
| 0185 | TEMP DITCH | 02159 | LF | 6,788.00 | 6,788.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | CLEAN TEMP DITCH | 02160 | LF | 3,394.00 | 3,394.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | ROADWAY EXCAVATION | 02200 | CUYD | 120,964.00 | 120,964.000 | 3,316.000 | 88,842.000 | 92,158.000 | 12.75 | 42,279.00 | 1,175,014.50 | |
| 0200 | WATER | 02242 | MGAL | 1,286.00 | 1,286.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0205 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,643.00 | 6,643.000 | 2,806.250 | 2,806.250 | 33.50 | 94,009.37 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 80.00 | 240.00 | |||
| 0215 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,100.00 | 6,200.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0225 | REMOVE GUARDRAIL | 02381 | LF | 573.00 | 573.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0235 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0240 | WITNESS POST | 02432 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0245 | CHANNEL LINING CLASS II | 02483 | TON | 3,292.00 | 3,292.000 | 914.750 | 914.750 | 37.65 | 34,440.33 | |||
| 0250 | CHANNEL LINING CLASS III | 02484 | TON | 2,799.00 | 2,799.000 | 48.360 | 845.060 | 893.420 | 38.65 | 1,869.11 | 34,530.68 | |
| 0255 | CLEARING AND GRUBBING 54.1 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0260 | TEMPORARY SIGNS | 02562 | SQFT | 345.00 | 345.000 | 305.000 | 305.000 | 14.50 | 4,422.50 | |||
| 0265 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 39,228.00 | 39,228.000 | 500.000 | 5,592.000 | 6,092.000 | 2.75 | 1,375.00 | 16,753.00 | |
| 0270 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 16,820.00 | 16,820.000 | 830.316 | 830.316 | 2.00 | 1,660.63 | |||
| 0275 | REMOVE HEADWALL | 02625 | EACH | 27.00 | 27.000 | 2.000 | 6.000 | 8.000 | 585.00 | 1,170.00 | 4,680.00 | |
| 0280 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 340,000.00 | 340,000.00 | |||
| 0285 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0290 | SAFELOADING | 02690 | CUYD | 313.10 | 313.100 | 12.200 | 9.400 | 21.600 | 340.00 | 4,148.00 | 7,344.00 | |
| 0295 | TEMP SILT FENCE | 02701 | LF | 6,788.00 | 6,788.000 | 625.000 | 625.000 | 2.80 | 1,750.00 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0305 | SILT TRAP TYPE B | 02704 | EACH | 64.00 | 64.000 | 23.000 | 16.000 | 39.000 | 200.00 | 4,600.00 | 7,800.00 | |
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 64.00 | 64.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
| 0315 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 192.00 | 192.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 192.00 | 192.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0325 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 192.00 | 192.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0330 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | SQYD | 52.00 | 52.000 | 0.000 | 0.000 | 96.30 | 0.00 | |||
| 0335 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 75,000.00 | 18,750.00 | |||
| 0340 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 58,120.00 | 0.00 | |||
| 0345 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 8,380.00 | 8,380.000 | 120.000 | 1,710.000 | 1,830.000 | 27.75 | 3,330.00 | 50,782.50 | |
| 0350 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,010.00 | 10,010.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0355 | TEMP MULCH | 05952 | SQYD | 105,895.00 | 105,895.000 | 66,348.000 | 66,348.000 | 0.29 | 19,240.92 | |||
| 0360 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 79,422.00 | 79,422.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0365 | INITIAL FERTILIZER | 05963 | TON | 4.90 | 4.900 | 0.425 | 0.425 | 1,500.00 | 637.50 | |||
| 0370 | MAINTENANCE FERTILIZER | 05964 | TON | 8.20 | 8.200 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0375 | SEEDING AND PROTECTION | 05985 | SQYD | 158,843.00 | 158,843.000 | 7,333.000 | 7,333.000 | 0.48 | 3,519.84 | |||
| 0380 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 28,375.00 | 28,375.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0385 | SODDING | 05990 | SQYD | 39.00 | 39.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0390 | AGRICULTURAL LIMESTONE | 05992 | TON | 98.40 | 98.400 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0395 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 73,820.00 | 73,820.000 | 26,552.000 | 26,552.000 | 0.19 | 5,044.88 | |||
| 0400 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 36,910.00 | 0.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0405 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 27,513.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 305.00 | 330.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 312.00 | 2,308.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0420 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 55.00 | 74.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0425 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 114.00 | 211.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0430 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 655.00 | 349.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0435 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 6.00 | 6.000 | 2.000 | 3.000 | 5.000 | 5,000.00 | 10,000.00 | 25,000.00 | |
| 0440 | FUEL ADJUSTMENT | 10020NS | DOLL | 126,046.00 | 127,192.000 | -55,742.090 | -55,742.090 | 1.00 | -55,742.09 | |||
| 0445 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 151,450.00 | 154,744.000 | -70,297.160 | -70,297.160 | 1.00 | -70,297.16 | |||
| 0450 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 26,427.00 | 27,074.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0455 | SAW CUT | 20430ED | LF | 413.00 | 413.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0460 | PIPELINE INSPECTION | 24814EC | LF | 2,226.00 | 2,226.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 8000 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 2,089.500 | 2,089.500 | 2,089.500 | 1.00 | 2,089.50 | |||
| 8001 | COST PLUS WORK Cost Plus for Mechanically Removing Solid Rock | 10080NSD | DOLL | 0.00 | 130,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8007 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 35,074.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 8008 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 47,237.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 8009 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 120.000 | 0.000 | 0.000 | 3.42 | 0.00 | |||
| 8010 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 367.50 | 0.00 | |||
| 8011 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 0.00 | 198.000 | 0.000 | 0.000 | 6.57 | 0.00 | |||
| 8012 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 367.50 | 0.00 | |||
| 8013 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 0.00 | 190.000 | 0.000 | 0.000 | 11.03 | 0.00 | |||
| 8014 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 0.00 | 214.000 | 0.000 | 0.000 | 11.03 | 0.00 | |||
| 8015 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 0.00 | 10,200.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 8020 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 0.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0003 DRAINAGE | |||||||
| 0465 | ENTRANCE PIPE-15 IN | 00440 | LF | 141.00 | 141.000 | 38.000 | 66.000 | 104.000 | 60.00 | 2,280.00 | 6,240.00 | |
| 0470 | ENTRANCE PIPE-18 IN | 00441 | LF | 194.00 | 194.000 | 73.000 | 121.000 | 194.000 | 70.00 | 5,110.00 | 13,580.00 | |
| 0475 | ENTRANCE PIPE-24 IN | 00443 | LF | 445.00 | 445.000 | 405.000 | 405.000 | 90.00 | 36,450.00 | |||
| 0480 | CULVERT PIPE-15 IN | 00461 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 88.00 | 4,752.00 | |||
| 0485 | CULVERT PIPE-18 IN | 00462 | LF | 128.00 | 128.000 | 116.000 | 116.000 | 112.00 | 12,992.00 | |||
| 0490 | CULVERT PIPE-24 IN | 00464 | LF | 350.00 | 350.000 | 337.000 | 337.000 | 158.00 | 53,246.00 | |||
| 0495 | CULVERT PIPE-30 IN | 00466 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0500 | CULVERT PIPE-36 IN | 00468 | LF | 229.00 | 140.000 | 56.000 | 56.000 | 233.00 | 13,048.00 | |||
| 0505 | CULVERT PIPE-42 IN | 00469 | LF | 379.00 | 195.000 | 48.000 | 48.000 | 320.00 | 15,360.00 | |||
| 0510 | CULVERT PIPE-48 IN | 00470 | LF | 303.00 | 303.000 | 157.000 | 157.000 | 420.00 | 65,940.00 | |||
| 0515 | CULVERT PIPE-54 IN | 00471 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 470.00 | 31,960.00 | |||
| 0520 | STORM SEWER PIPE-18 IN | 00522 | LF | 620.00 | 620.000 | 71.000 | 71.000 | 85.00 | 6,035.00 | |||
| 0525 | STORM SEWER PIPE-24 IN | 00524 | LF | 193.00 | 193.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0530 | STORM SEWER PIPE-30 IN | 00526 | LF | 23.00 | 23.000 | 19.000 | 19.000 | 220.00 | 4,180.00 | |||
| 0535 | STORM SEWER PIPE-36 IN | 00528 | LF | 17.00 | 17.000 | 17.000 | 17.000 | 220.00 | 3,740.00 | |||
| 0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,060.00 | 2,060.00 | |||
| 0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0550 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0555 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,225.00 | 3,225.00 | |||
| 0560 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0565 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 9,100.00 | 18,200.00 | |||
| 0570 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,710.00 | 4,710.00 | |||
| 0575 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0580 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,275.00 | 0.00 | |||
| 0585 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0590 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,325.00 | 0.00 | |||
| 0595 | DROP BOX INLET TYPE 11 | 01544 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,525.00 | 10,575.00 | |||
| 0600 | CAP CURB BOX INLET | 01634 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0605 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,625.00 | 0.00 | |||
| 0610 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0615 | END ANCHORS | 23148EN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 8,250.00 | 8,250.00 | |||
| 8003 | JUNCTION BOX-42 IN | 01646 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 8004 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 0.00 | 89.000 | 89.000 | 89.000 | 915.15 | 81,448.35 | |||
| 8005 | BORE AND JACK PIPE-42 IN | 23332EC | LF | 0.00 | 184.000 | 184.000 | 184.000 | 1,210.20 | 222,676.80 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0004 BRIDGE - 26033 - OVER CSXT INDUSTRIAL TRACK | |||||||
| 0620 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 535.00 | 535.000 | 819.540 | 819.540 | 51.00 | 41,796.54 | |||
| 0625 | MASONRY COATING | 02998 | SQYD | 304.00 | 304.000 | 304.000 | 0.000 | 304.000 | 18.00 | 5,472.00 | 5,472.00 | |
| 0630 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 114.90 | 114.900 | 114.900 | 114.900 | 160.00 | 18,384.00 | |||
| 0635 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 359.00 | 359.000 | 359.000 | 359.000 | 365.00 | 131,035.00 | |||
| 0640 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 222.00 | 222.000 | 222.000 | 222.000 | 90.00 | 19,980.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 265.40 | 265.400 | 265.400 | 265.400 | 725.00 | 192,415.00 | |||
| 0650 | CONCRETE-CLASS AA | 08104 | CUYD | 178.40 | 178.400 | 178.400 | 178.400 | 1,350.00 | 240,840.00 | |||
| 0655 | STEEL REINFORCEMENT | 08150 | LB | 29,841.00 | 29,841.000 | 29,841.000 | 29,841.000 | 1.35 | 40,285.35 | |||
| 0660 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 35,902.00 | 35,902.000 | 35,902.000 | 35,902.000 | 1.75 | 62,828.50 | |||
| 0665 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 654.50 | 654.500 | 654.500 | 654.500 | 565.00 | 369,792.50 | |||
| 0670 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 174.00 | 174.000 | 174.800 | 174.800 | 145.00 | 25,346.00 | |||
| 0675 | RAIL SYSTEM TYPE III | 21532ED | LF | 250.70 | 250.700 | 250.700 | 0.000 | 250.700 | 125.00 | 31,337.50 | 31,337.50 | |
| 8002 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 89.250 | 89.250 | 89.250 | 295.74 | 26,394.79 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0005 BRIDGE - 26295 - RETAINING WALL | |||||||
| 0680 | GRANULAR EMBANKMENT | 02223 | CUYD | 111.00 | 111.000 | 55.470 | 55.470 | 48.20 | 2,673.65 | |||
| 0685 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,630.00 | 1,630.000 | 1,485.630 | 1,485.630 | 43.16 | 64,119.79 | |||
| 0690 | CONCRETE-CLASS B | 02555 | CUYD | 673.00 | 673.000 | 713.793 | 713.793 | 650.00 | 463,965.45 | |||
| 0695 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 771.00 | 771.000 | 771.000 | 771.000 | 20.00 | 15,420.00 | |||
| 0700 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 33.00 | 33.000 | 82.706 | 82.706 | 125.00 | 10,338.25 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0006 BRIDGE - 26301 - RCBC 6'X4' | |||||||
| 0705 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.176 | 0.500 | 0.676 | 37,014.81 | 6,514.60 | 25,022.01 | |
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 91.00 | 91.000 | 16.000 | 51.000 | 67.000 | 950.00 | 15,200.00 | 63,650.00 | |
| 0715 | STEEL REINFORCEMENT | 08150 | LB | 6,238.00 | 6,238.000 | 1,039.650 | 3,119.000 | 4,158.650 | 1.35 | 1,403.52 | 5,614.17 | |
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0007 SIGNING | |||||||
| 0720 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 248.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0725 | STEEL POST TYPE 1 | 06410 | LF | 648.00 | 470.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0730 | STEEL POST MILE MARKERS | 06412 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0735 | BARCODE SIGN INVENTORY | 24631EC | EACH | 62.00 | 56.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 8016 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 0.00 | 255.190 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 8017 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.00 | 0.500 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 8018 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 1,890.00 | 0.00 | |||
| 8019 | GMSS TYPE D | 21596ND | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0008 SIGNALIZATION | |||||||
| 0740 | TRENCHING AND BACKFILLING | 04820 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0745 | CABLE-NO. 14/5C | 04844 | LF | 1,750.00 | 1,750.000 | 1,750.000 | 1,750.000 | 3.00 | 5,250.00 | |||
| 0750 | MESSENGER-10800 LB | 04885 | LF | 700.00 | 700.000 | 645.000 | 645.000 | 4.00 | 2,580.00 | |||
| 0755 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0760 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0765 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 300.00 | 2,400.00 | |||
| 0770 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0775 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0780 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 20.00 | 20.000 | 18.500 | 18.500 | 400.00 | 7,400.00 | |||
| 0785 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0790 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0795 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0800 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 3,250.00 | 16,250.00 | |||
| 0805 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,250.00 | 6,500.00 | |||
| Project | DE07600252249 | Fed/State Project Number | NHPP 4212 (051) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0810 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 698,250.00 | 698,250.00 | |||
| 0815 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 210,000.00 | 0.00 | |||
| SUBTOT | $151,373.19 |
$7,453,919.04 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0120-1-0I |
MISC PRECAST | EACH |
6.00 | 0011 | $502.490000 | $3,014.94 | ||||||
0130-1-0I |
MISC PRECAST | EACH |
1.00 | 0011 | $502.490000 | $502.49 | ||||||
0465-1-0I |
PIPE, CMP 2.01 MM | LF |
141.00 | 0011 | $20.870000 | $2,942.67 | ||||||
0470-1-0I |
PIPE, CMP 2.01 MM | LF |
194.00 | 0011 | $33.460000 | $6,491.24 | ||||||
0475-1-0I |
PIPE, CMP 2.01 MM | LF |
445.00 | 0011 | $34.900000 | $15,530.50 | ||||||
0480-1-0I |
PIPE, HDPE M294 | LF |
56.00 | 0011 | $54.300000 | $3,040.80 | ||||||
0485-1-0I |
RCP CLASS IV | LF |
184.00 | 0011 | $34.940000 | $6,428.96 | ||||||
0490-1-0I |
RCP CLASS III | LF |
88.00 | 0011 | $53.200000 | $4,681.60 | ||||||
0495-1-0I |
RCP CLASS III | LF |
88.00 | 0011 | $70.280000 | $6,184.64 | ||||||
0500-1-0I |
RCP CLASS III | LF |
232.00 | 0011 | $102.000000 | $23,664.00 | ||||||
0505-1-0I |
RCP CLASS III | LF |
328.00 | 0011 | $164.930000 | $54,097.04 | ||||||
0510-1-0I |
RCP CLASS III | LF |
248.00 | 0011 | $198.310000 | $49,180.88 | ||||||
0520-1-0I |
PIPE, HDPE M294 | LF |
580.00 | 0011 | $9.790000 | $5,678.20 | ||||||
0525-1-0I |
PIPE, HDPE M294 | LF |
140.00 | 0011 | $25.100000 | $3,514.00 | ||||||
0530-1-0I |
PIPE, HDPE M294 | LF |
40.00 | 0011 | $35.990000 | $1,439.60 | ||||||
0535-1-0I |
PIPE, HDPE M294 | LF |
20.00 | 0011 | $47.790000 | $955.80 | ||||||
0540-1-0I |
MISC PRECAST | EACH |
1.00 | 0011 | $957.660000 | $957.66 | ||||||
0545-1-0I |
MISC PRECAST | EACH |
1.00 | 0011 | $957.660000 | $957.66 | ||||||
0550-1-0I |
MISC PRECAST | EACH |
2.00 | 0011 | $1571.930000 | $3,143.86 | ||||||
0555-1-0I |
MISC PRECAST | EACH |
4.00 | 0011 | $1571.930000 | $6,287.72 | ||||||
0560-1-0I |
MISC PRECAST | EACH |
6.00 | 0011 | $2465.140000 | $14,790.84 | ||||||
0565-1-0I |
MISC PRECAST | EACH |
2.00 | 0011 | $2465.140000 | $4,930.28 | ||||||
0570-1-0I |
MISC PRECAST | EACH |
2.00 | 0011 | $2240.580000 | $4,481.16 | ||||||
0580-1-0I |
MISC PRECAST | EACH |
3.00 | 0011 | $3761.150000 | $11,283.45 | ||||||
0590-1-0I |
MISC PRECAST | EACH |
3.00 | 0011 | $1253.720000 | $3,761.16 | ||||||
0595-1-0I |
MISC PRECAST | EACH |
3.00 | 0011 | $1200.340000 | $3,601.02 | ||||||
0610-1-0I |
MISC PRECAST | EACH |
1.00 | 0011 | $5497.210000 | $5,497.21 | ||||||
0665-1-0I |
BOX BEAM, CB | LF |
654.50 | 0012 | $366.370000 | $239,789.16 | ||||||
0650-1-0I |
STAY IN PL FORMS | SQYD |
24.00 | 0014 | $607.140000 | $14,571.36 | ||||||
0490-1-0A |
RCP CLASS III | LF |
35.00 | 0014 | $53.200000 | $-1,862.00 | ||||||
0505-1-0A |
RCP CLASS III | LF |
48.00 | 0014 | $164.930000 | $-7,916.64 | ||||||
0465-1-0A |
PIPE, CMP 2.01 MM | LF |
32.00 | 0015 | $20.870000 | $-667.84 | ||||||
0665-1-0A |
BOX BEAM, CB | LF |
654.50 | 0019 | $366.370000 | $-239,789.16 | ||||||
0650-1-0A |
STAY IN PL FORMS | SQYD |
24.00 | 0022 | $607.140000 | $-14,571.36 | ||||||
0490-1-0A |
RCP CLASS III | LF |
53.00 | 0023 | $53.200000 | $-2,819.60 | ||||||
0470-1-0A |
PIPE, CMP 2.01 MM | LF |
36.00 | 0025 | $33.460000 | $-1,204.56 | ||||||
0465-1-0A |
PIPE, CMP 2.01 MM | LF |
34.00 | 0026 | $20.870000 | $-709.58 | ||||||
0475-1-0A |
PIPE, CMP 2.01 MM | LF |
42.00 | 0026 | $34.900000 | $-1,465.80 | ||||||
0475-1-0A |
PIPE, CMP 2.01 MM | LF |
281.00 | 0029 | $34.900000 | $-9,806.90 | ||||||
0470-1-0A |
PIPE, CMP 2.01 MM | LF |
48.00 | 0030 | $33.460000 | $-1,606.08 | ||||||
0500-1-0A |
RCP CLASS III | LF |
56.00 | 0030 | $102.000000 | $-5,712.00 | ||||||
0570-1-0A |
MISC PRECAST | EACH |
1.00 | 0030 | $2240.580000 | $-2,240.58 | ||||||
0475-1-0A |
PIPE, CMP 2.01 MM | LF |
82.00 | 0031 | $34.900000 | $-2,861.80 | ||||||
0485-1-0A |
RCP CLASS IV | LF |
60.00 | 0031 | $34.940000 | $-2,096.40 | ||||||
0510-1-0A |
RCP CLASS III | LF |
157.00 | 0031 | $198.310000 | $-31,134.67 | ||||||
0530-1-0A |
PIPE, HDPE M294 | LF |
19.00 | 0031 | $35.990000 | $-683.81 | ||||||
0535-1-0A |
PIPE, HDPE M294 | LF |
17.00 | 0031 | $47.790000 | $-812.43 | ||||||
0555-1-0A |
MISC PRECAST | EACH |
1.00 | 0031 | $1571.930000 | $-1,571.93 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
1.00 | 0031 | $2465.140000 | $-2,465.14 | ||||||
0595-1-0A |
MISC PRECAST | EACH |
1.00 | 0031 | $1200.340000 | $-1,200.34 | ||||||
0610-1-0A |
MISC PRECAST | EACH |
1.00 | 0031 | $5497.210000 | $-5,497.21 | ||||||
0480-1-0A |
PIPE, HDPE M294 | LF |
54.00 | 0032 | $54.300000 | $-2,932.20 | ||||||
0485-1-0A |
RCP CLASS IV | LF |
56.00 | 0032 | $34.940000 | $-1,956.64 | ||||||
0520-1-0A |
PIPE, HDPE M294 | LF |
71.00 | 0032 | $9.790000 | $-695.09 | ||||||
0540-1-0A |
MISC PRECAST | EACH |
1.00 | 0032 | $957.660000 | $-957.66 | ||||||
0595-1-0A |
MISC PRECAST | EACH |
2.00 | 0032 | $1200.340000 | $-2,400.68 | ||||||
0565-1-0A |
MISC PRECAST | EACH |
1.00 | 0033 | $2465.140000 | $-2,465.14 | ||||||
0470-1-0A |
PIPE, CMP 2.01 MM | LF |
37.00 | 0040 | $33.460000 | $-1,238.02 | ||||||
0545-1-0A |
MISC PRECAST | EACH |
1.00 | 0043 | $957.660000 | $-957.66 | ||||||
0560-1-0A |
MISC PRECAST | EACH |
1.00 | 0043 | $2465.140000 | $-2,465.14 | ||||||
0465-1-0A |
PIPE, CMP 2.01 MM | LF |
38.00 | 0044 | $20.870000 | -793.06 | $-793.06 | |||||
0470-1-0A |
PIPE, CMP 2.01 MM | LF |
73.00 | 0044 | $33.460000 | -2,442.58 | $-2,442.58 | |||||
| SUBTOT | $143,400.20 |
|||||||||||