|
Report_Id: 211003 Est NO 0082 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211003 | Estimate Number | 0082 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Newcomer, Clyde W. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/08/2024 TO 08/21/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | DE0760NEW2103 | ||||||
| Project No. | FD04 SPP 076 NEW ROUTE | ||||||
| Primary County | MADISON | ||||||
| Name of Road | BEREA BYPASS(NEW ROUTE) | ||||||
| Description | CONSTRUCT 4 LANE BEREA BYPASS SECTION 2 FROM 150 FEET EAST O F US-25 SOUTHEAST TO KY-21 | ||||||
| Date Let | 01/29/2021 | Formal Acceptance | |||||
| Date Awarded | 02/08/2021 | Date Work Began | 03/04/2021 | ||||
| Date Contract Executed | 02/16/2021 | Open To Traffic | |||||
| Date NTP Issued | 02/16/2021 | Actual Completion Date | 03/04/2024 | ||||
| Current Contract Amount | $22,312,910.57 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,777,172.14 |
Total Earnings | $22,127,043.47 |
$22,123,702.55 |
$3,340.92 |
|
| Percent Complete | 99.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $185,867.10 |
Gross Earnings | $22,127,043.47 |
$22,123,702.55 |
$3,340.92 |
|
| Total Change Orders | $1,535,738.43 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $22,127,043.47 |
$22,123,702.55 |
$3,340.92 |
|||
| Contract Id | 211003 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0082 | Project Number | FD04 SPP 076 NEW ROUTE | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/08/2024 TO 08/21/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | For additional waterline work and items not included | Approved | 08/30/2022 | $439,230.44 | 5.0 | |||||
| 002 | Cost Plus, Security plates and alum. railing change | Approved | 04/26/2024 | $37,957.55 | 11.0 | |||||
| 003 | Pedestrian Detectors and Radar | Approved | 03/02/2023 | $17,755.50 | 1.0 | |||||
| 004 | KY 1016 Roundabout | Approved | 09/22/2023 | $766,652.96 | 60.0 | |||||
| 005 | Class B Concrete, Barricades, and Clearing | Approved | 03/06/2024 | $49,560.74 | 2.0 | |||||
| 006 | Concrete Island, Radar Add., Striping Changes | Approved | 03/07/2024 | $216,566.64 | 17.0 | |||||
| 007 | Cost Plus work for Type 4 concrete median along KY 21 | Approved | 06/25/2024 | $8,014.60 | 4.0 | |||||
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 | 211003 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE0760NEW2103 | ||||||
| Estimate Nbr | 0082 | Period | 08/08/2024 TO 08/21/2024 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | 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 | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 89,860.00 | 91,226.000 | 88,439.510 | 88,439.510 | 18.45 | 1,631,708.95 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 11,883.00 | 12,487.000 | 11,237.340 | 11,237.340 | 57.50 | 646,147.05 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 174.00 | 174.000 | 76.050 | 76.050 | 18.45 | 1,403.12 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 65,111.00 | 65,111.000 | 56,694.470 | 56,694.470 | 17.75 | 1,006,326.84 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 269.00 | 269.000 | 286.800 | 286.800 | 90.00 | 25,812.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 32.00 | 32.000 | 34.360 | 34.360 | 875.00 | 30,065.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 (REVISED: 1-27-21) | 00190 | TON | 256.00 | 372.000 | 264.440 | 264.440 | 85.00 | 22,477.40 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,425.00 | 9,425.000 | 5,241.030 | 5,241.030 | 73.15 | 383,381.34 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 22,587.00 | 23,708.000 | 25,265.830 | 25,265.830 | 69.35 | 1,752,185.31 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,857.00 | 4,857.000 | 5,870.060 | 5,870.060 | 74.80 | 439,080.48 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,792.00 | 2,868.000 | 4,805.320 | 4,805.320 | 85.05 | 408,692.46 | |||
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,338.00 | 5,587.000 | 1,793.220 | 1,793.220 | 86.00 | 154,216.92 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 106.00 | 106.000 | 46.490 | 46.490 | 700.00 | 32,543.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 59.00 | 61.580 | 58.900 | 58.900 | 700.00 | 41,230.00 | |||
| 0075 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 5,115.00 | 5,115.000 | 7,159.020 | 7,159.020 | 86.00 | 615,675.72 | |||
| 0080 | PCC BASE-6 IN | 02061 | SQYD | 41.00 | 41.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0085 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 94.00 | 106.000 | 84.500 | 84.500 | 85.00 | 7,182.50 | |||
| 0095 | SAND FOR BLOTTER | 02702 | TON | 147.00 | 153.450 | 132.980 | 132.980 | 38.50 | 5,119.73 | |||
| 1150 | SUBGRADE REINFORCEMENT (ADDED: 1-20-21) | 24276EC | SQYD | 129,204.00 | 129,204.000 | 83,480.950 | 83,480.950 | 2.75 | 229,572.61 | |||
| 8036 | JPC PAVEMENT-8 IN | 02084 | SQYD | 0.00 | 544.000 | 1,055.000 | 1,055.000 | 155.42 | 163,968.10 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0002 ROADWAY | |||||||
| 0100 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 720.00 | 720.000 | 919.500 | 919.500 | 21.55 | 19,815.22 | |||
| 0110 | ISLAND CURB AND GUTTER | 01825 | LF | 16,919.00 | 16,919.000 | 16,709.000 | 16,709.000 | 17.00 | 284,053.00 | |||
| 0115 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 140.000 | 141.000 | 141.000 | 37.50 | 5,287.50 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 23.00 | 23.000 | 19.000 | 19.000 | 10.00 | 190.00 | |||
| 0125 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0130 | REMOVE PAVEMENT | 02091 | SQYD | 1,370.00 | 5,206.000 | 3,621.000 | 3,621.000 | 3.60 | 13,035.60 | |||
| 0135 | TEMP DITCH | 02159 | LF | 9,368.00 | 9,368.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | CLEAN TEMP DITCH | 02160 | LF | 18,735.00 | 18,735.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | ROADWAY EXCAVATION | 02200 | CUYD | 647,917.00 | 647,917.000 | 671,769.600 | 671,769.600 | 4.05 | 2,720,666.88 | |||
| 0150 | WATER | 02242 | MGAL | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 38,061.00 | 38,061.000 | 38,857.500 | 38,857.500 | 5.50 | 213,716.25 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,356.25 | 1,356.250 | 1,196.250 | 1,196.250 | 19.00 | 22,728.75 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 40.00 | 440.00 | |||
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0185 | TEMP GUARDRAIL | 02397 | LF | 187.50 | 187.500 | 153.750 | 153.750 | 8.50 | 1,306.87 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 56.00 | 56.000 | 56.000 | 56.000 | 96.75 | 5,418.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS II | 02483 | TON | 1,635.00 | 1,635.000 | 2,800.140 | 2,800.140 | 28.25 | 79,103.95 | |||
| 0205 | CHANNEL LINING CLASS III | 02484 | TON | 623.00 | 623.000 | 1,121.960 | 1,121.960 | 29.25 | 32,817.33 | |||
| 0210 | CLEARING AND GRUBBING (APPROXIMATELY 92.48 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 118,000.00 | 118,000.00 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 460.00 | 460.000 | 1,533.813 | 1,533.813 | 9.00 | 13,804.31 | |||
| 0220 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 42.00 | 1,680.00 | |||
| 0225 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 64,848.00 | 64,848.000 | 71,754.330 | 71,754.330 | 1.55 | 111,219.21 | |||
| 0230 | HANDRAIL-TYPE A-1 | 02611 | LF | 1,905.00 | 1,905.000 | 1,905.000 | 1,905.000 | 70.00 | 133,350.00 | |||
| 0235 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0240 | DIVERSIONS (BY-PASS DETOURS) JOHNSON SHOP ROAD | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,750.00 | 11,750.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) KY-1016 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,750.00 | 11,750.00 | |||
| 0250 | DIVERSIONS (BY-PASS DETOURS) KY-1617(BLUE LICK ROAD) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,250.00 | 0.00 | |||
| 0255 | DIVERSIONS (BY-PASS DETOURS) KY-1617(SHORT LINE PIKE) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0260 | DIVERSIONS (BY-PASS DETOURS) KY-3376 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,500.00 | 24,500.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 18,735.00 | 18,735.000 | 19,179.000 | 19,179.000 | 1.80 | 34,522.20 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 93.00 | 93.000 | 181.000 | 181.000 | 125.00 | 22,625.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 93.00 | 93.000 | 47.000 | 47.000 | 175.00 | 8,225.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 186.00 | 186.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 186.00 | 186.000 | 81.000 | 81.000 | 1.00 | 81.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 186.00 | 186.000 | 3.000 | 3.000 | 1.00 | 3.00 | |||
| 0300 | CLEAN TEMP SILT FENCE | 02709 | LF | 37,470.00 | 37,470.000 | 315.000 | 315.000 | 0.01 | 3.15 | |||
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 167.00 | 167.000 | 309.610 | 309.610 | 55.00 | 17,028.55 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0315 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0320 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | LF | 100.00 | 100.000 | 36.580 | 36.580 | 155.00 | 5,669.90 | |||
| 0325 | EROSION CONTROL BLANKET | 05950 | SQYD | 25,505.00 | 25,505.000 | 31,963.275 | 31,963.275 | 1.70 | 54,337.56 | |||
| 0330 | TEMP MULCH | 05952 | SQYD | 447,598.00 | 447,598.000 | 71,728.000 | 71,728.000 | 0.01 | 717.28 | |||
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 447,598.00 | 447,598.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0340 | INITIAL FERTILIZER | 05963 | TON | 21.30 | 21.300 | 16.675 | 16.675 | 900.00 | 15,007.50 | |||
| 0345 | MAINTENANCE FERTILIZER | 05964 | TON | 21.30 | 21.300 | 10.000 | 10.000 | 900.00 | 9,000.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 284,056.00 | 284,056.000 | 272,134.517 | 272,134.517 | 0.33 | 89,804.39 | |||
| 0355 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 31,643.00 | 31,643.000 | 63,224.527 | 63,224.527 | 0.21 | 13,277.15 | |||
| 0360 | SODDING | 05990 | SQYD | 15,809.00 | 15,809.000 | 7,935.000 | 7,935.000 | 5.50 | 43,642.50 | |||
| 0365 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.27 | 3.270 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,938.00 | 14,938.000 | 24,461.000 | 24,461.000 | 0.20 | 4,892.20 | |||
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 103,632.00 | 11,471.000 | 11,034.000 | 11,034.000 | 0.22 | 2,427.48 | |||
| 0380 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 197.00 | 197.000 | 803.000 | 803.000 | 5.00 | 4,015.00 | |||
| 0385 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,082.00 | 1,082.000 | 1,260.000 | 1,260.000 | 1.50 | 1,890.00 | |||
| 0390 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 1,082.00 | 1,082.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 269.00 | 269.000 | 483.000 | 483.000 | 8.00 | 3,864.00 | |||
| 0400 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,544.00 | 2,544.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 39.00 | 39.000 | 59.000 | 59.000 | 80.00 | 4,720.00 | |||
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 23.00 | 23.000 | 16.000 | 16.000 | 110.00 | 1,760.00 | |||
| 0415 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 138.00 | 138.000 | 73.000 | 73.000 | 7.50 | 547.50 | |||
| 0420 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 77.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0425 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 340.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0430 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 4,938.00 | 4,938.000 | 399.000 | 399.000 | 2.00 | 798.00 | |||
| 0435 | FUEL ADJUSTMENT | 10020NS | DOLL | 226,644.00 | 226,644.000 | 510,663.450 | 510,663.450 | 1.00 | 510,663.45 | |||
| 0440 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 138,632.00 | 138,632.000 | 632,927.980 | 632,927.980 | 1.00 | 632,927.98 | |||
| 0445 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 32,630.00 | 32,630.000 | 32,599.000 | 32,599.000 | 0.18 | 5,867.82 | |||
| 0450 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 16,315.00 | 16,315.000 | 16,300.000 | 16,300.000 | 0.18 | 2,934.00 | |||
| 0455 | BOLLARDS | 21341ND | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0460 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 11,975.00 | 11,975.000 | 11,775.000 | 11,775.000 | 0.90 | 10,597.50 | |||
| 0465 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 44.00 | 44.000 | 412.330 | 412.330 | 32.50 | 13,400.72 | |||
| 0470 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 16.00 | 16.000 | 33.000 | 33.000 | 100.00 | 3,300.00 | |||
| 8007 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 2,528.34 | 7,585.02 | |||
| 8008 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 2,000.000 | 1,495.000 | 1,495.000 | 27.85 | 41,635.75 | |||
| 8009 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 0.00 | 76.000 | 72.000 | 72.000 | 287.50 | 20,700.00 | |||
| 8010 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 40.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| 8020 | STANDARD CURB AND GUTTER | 01810 | LF | 0.00 | 1,124.000 | 0.000 | 0.000 | 34.66 | 0.00 | |||
| 8021 | ISLAND CURB AND GUTTER | 01825 | LF | 0.00 | 1,104.000 | 2,375.000 | 2,375.000 | 31.64 | 75,145.00 | |||
| 8028 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 1,194.000 | 0.000 | 0.000 | 8.91 | 0.00 | |||
| 8029 | STANDARD HEADER CURB | 01875 | LF | 0.00 | 297.000 | 305.000 | 305.000 | 37.31 | 11,379.55 | |||
| 8031 | REMOVE CURB AND GUTTER | 01812 | LF | 0.00 | 495.000 | 458.000 | 458.000 | 20.75 | 9,503.50 | |||
| 8032 | REMOVE HEADWALL | 02625 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 8037 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 1,077.000 | 4,042.000 | 4,042.000 | 7.35 | 29,708.70 | |||
| 8038 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 0.00 | 140.000 | 219.000 | 219.000 | 7.35 | 1,609.65 | |||
| 8039 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 0.00 | 64.000 | 0.000 | 0.000 | 57.75 | 0.00 | |||
| 8040 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 0.00 | 32.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 8056 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 794.000 | 794.000 | 794.000 | 29.75 | 23,621.50 | |||
| 8058 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,667.50 | 10,667.50 | |||
| 8059 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8064 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 2,000.000 | 1,084.000 | 1,084.000 | 8.40 | 9,105.60 | |||
| 8065 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 2,000.000 | 1,084.000 | 1,084.000 | 8.40 | 9,105.60 | |||
| 8066 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 0.00 | 5,100.000 | 10,140.000 | 10,140.000 | 0.32 | 3,244.80 | |||
| 8067 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 48,216.000 | 40,401.000 | 40,401.000 | 1.31 | 52,925.31 | |||
| 8068 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 47,016.000 | 45,491.000 | 45,491.000 | 1.31 | 59,593.21 | |||
| 8069 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 0.00 | 5.000 | 4.000 | 4.000 | 288.75 | 1,155.00 | |||
| 8070 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 300.000 | 1,061.000 | 1,061.000 | 7.35 | 7,798.35 | |||
| 8071 | INLAID PAVEMENT MARKER | 24489EC | EACH | 0.00 | 421.000 | 493.000 | 493.000 | 36.75 | 18,117.75 | |||
| 8074 | CONCRETE-CLASS B Concrete for RoW Fence | 02555 | CUYD | 0.00 | 75.000 | 69.500 | 69.500 | 519.75 | 36,122.62 | |||
| 8084 | COST PLUS WORK Right of Way Fence Removal | 10080NSD | DOLL | 0.00 | 730.710 | 730.710 | 730.710 | 1.00 | 730.71 | |||
| 8085 | COST PLUS WORK Clearing and Grubbing | 10080NSD | DOLL | 0.00 | 1,848.780 | 1,848.780 | 1,848.780 | 1.00 | 1,848.78 | |||
| 8086 | COST PLUS WORK Type 4 Concrete Median | 10080NSD | DOLL | 0.00 | 8,014.600 | 8,014.600 | 8,014.600 | 1.00 | 8,014.60 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0003 DRAINAGE | |||||||
| 0475 | ENTRANCE PIPE-15 IN | 00440 | LF | 488.00 | 488.000 | 500.000 | 500.000 | 40.00 | 20,000.00 | |||
| 0480 | ENTRANCE PIPE-18 IN | 00441 | LF | 140.00 | 140.000 | 168.000 | 168.000 | 46.00 | 7,728.00 | |||
| 0485 | ENTRANCE PIPE-24 IN | 00443 | LF | 354.00 | 354.000 | 354.000 | 354.000 | 58.00 | 20,532.00 | |||
| 0490 | CULVERT PIPE-18 IN | 00462 | LF | 265.00 | 265.000 | 265.000 | 265.000 | 73.00 | 19,345.00 | |||
| 0495 | CULVERT PIPE-24 IN | 00464 | LF | 460.00 | 460.000 | 456.000 | 456.000 | 82.00 | 37,392.00 | |||
| 0500 | CULVERT PIPE-30 IN | 00466 | LF | 149.00 | 149.000 | 149.000 | 149.000 | 98.00 | 14,602.00 | |||
| 0505 | CULVERT PIPE-30 IN CMP NO ALTERNATE | 00466 | LF | 12.00 | 12.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0510 | CULVERT PIPE-36 IN | 00468 | LF | 324.00 | 324.000 | 358.000 | 358.000 | 145.00 | 51,910.00 | |||
| 0515 | CULVERT PIPE-42 IN | 00469 | LF | 526.00 | 526.000 | 526.000 | 526.000 | 188.00 | 98,888.00 | |||
| 0520 | CULVERT PIPE-48 IN | 00470 | LF | 125.00 | 125.000 | 125.000 | 125.000 | 200.00 | 25,000.00 | |||
| 0525 | CULVERT PIPE-54 IN | 00471 | LF | 153.00 | 153.000 | 153.000 | 153.000 | 220.00 | 33,660.00 | |||
| 0530 | STORM SEWER PIPE-15 IN | 00521 | LF | 9,516.00 | 9,516.000 | 9,561.000 | 9,561.000 | 30.00 | 286,830.00 | |||
| 0535 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,452.00 | 1,452.000 | 1,466.000 | 1,466.000 | 36.00 | 52,776.00 | |||
| 0540 | PERFORATED PIPE-4 IN | 01000 | LF | 15,364.00 | 15,364.000 | 13,530.000 | 13,530.000 | 5.58 | 75,497.40 | |||
| 0545 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 512.00 | 512.000 | 388.000 | 388.000 | 15.00 | 5,820.00 | |||
| 0550 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 650.00 | 1,950.00 | |||
| 0555 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 33.00 | 33.000 | 28.000 | 28.000 | 800.00 | 22,400.00 | |||
| 0560 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.750 | 0.750 | 1,765.00 | 1,323.75 | |||
| 0570 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,075.00 | 4,150.00 | |||
| 0575 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,000.00 | 24,000.00 | |||
| 0580 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,125.00 | 6,250.00 | |||
| 0585 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 1,600.00 | 22,400.00 | |||
| 0590 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0595 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| 0600 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0605 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,850.00 | 7,700.00 | |||
| 0610 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,975.00 | 4,975.00 | |||
| 0615 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,600.00 | 15,200.00 | |||
| 0620 | CURB BOX INLET TYPE A | 01456 | EACH | 88.00 | 88.000 | 88.000 | 88.000 | 4,415.00 | 388,520.00 | |||
| 0625 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,915.00 | 9,830.00 | |||
| 0630 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,595.00 | 6,595.00 | |||
| 0635 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 3,825.00 | 5,737.50 | |||
| 0640 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,100.00 | 11,000.00 | |||
| 0645 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,225.00 | 1,225.00 | |||
| 0650 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,525.00 | 3,050.00 | |||
| 0655 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0660 | STEEL ENCASEMENT PIPE 12 IN | 24668EC | LF | 1,408.00 | 1,408.000 | 1,408.000 | 1,408.000 | 62.00 | 87,296.00 | |||
| 8006 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 0.00 | 30,000.000 | 18,472.000 | 18,472.000 | 2.00 | 36,944.00 | |||
| 8012 | COST PLUS WORK Ditch line work on old berea bypass at intersection with 25 | 10080NSD | DOLL | 0.00 | 4,189.320 | 4,189.320 | 4,189.320 | 1.00 | 4,189.32 | |||
| 8022 | CULVERT PIPE-24 IN | 00464 | LF | 0.00 | 59.500 | 59.500 | 59.500 | 185.00 | 11,007.50 | |||
| 8023 | STORM SEWER PIPE-15 IN | 00521 | LF | 0.00 | 137.000 | 137.000 | 137.000 | 70.00 | 9,590.00 | |||
| 8024 | CURB BOX INLET TYPE A | 01456 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,685.00 | 15,370.00 | |||
| 8030 | LIP HEADER CURB MOD | 01884 | LF | 0.00 | 284.000 | 384.000 | 384.000 | 36.02 | 13,831.68 | |||
| 8033 | REMOVE HEADWALL | 02625 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 745.00 | 1,490.00 | |||
| 8034 | FLUME INLET TYPE 1 | 01690 | EACH | 0.00 | 3.000 | 5.000 | 5.000 | 5,988.94 | 29,944.70 | |||
| 8035 | PAVED DITCH TYPE 1 | 02157 | SQYD | 0.00 | 25.000 | 0.000 | 0.000 | 370.32 | 0.00 | |||
| 8060 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,773.00 | 9,546.00 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0004 BRIDGE-#25639 | |||||||
| 0665 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 202.00 | 202.000 | 850.900 | 850.900 | 30.00 | 25,527.00 | |||
| 0670 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 658.00 | 658.000 | 658.000 | 658.000 | 2.25 | 1,480.50 | |||
| 0675 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 164.00 | 164.000 | 164.000 | 164.000 | 2.25 | 369.00 | |||
| 0680 | MASONRY COATING | 02998 | SQYD | 1,363.80 | 1,363.800 | 1,363.800 | 1,363.800 | 15.00 | 20,457.00 | |||
| 0685 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 871.50 | 871.500 | 796.900 | 796.900 | 25.00 | 19,922.50 | |||
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 192.10 | 192.100 | 193.800 | 193.800 | 60.00 | 11,628.00 | |||
| 0695 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 767.00 | 767.000 | 729.770 | 729.770 | 30.00 | 21,893.10 | |||
| 0700 | TEST PILES | 08033 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 120.00 | 6,480.00 | |||
| 0705 | PRE-DRILLING FOR PILES | 08039 | LF | 65.00 | 65.000 | 160.000 | 160.000 | 357.00 | 57,120.00 | |||
| 0710 | PILES-STEEL HP12X53 | 08046 | LF | 377.00 | 377.000 | 364.330 | 364.330 | 120.00 | 43,719.60 | |||
| 0715 | PILE POINTS-12 IN | 08094 | EACH | 26.00 | 26.000 | 27.000 | 27.000 | 130.00 | 3,510.00 | |||
| 0720 | CONCRETE-CLASS A | 08100 | CUYD | 807.60 | 807.600 | 807.600 | 807.600 | 535.00 | 432,066.00 | |||
| 0725 | CONCRETE-CLASS AA | 08104 | CUYD | 1,278.60 | 1,278.600 | 1,278.600 | 1,278.600 | 638.00 | 815,746.80 | |||
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 131,988.00 | 131,988.000 | 131,988.000 | 131,988.000 | 1.15 | 151,786.20 | |||
| 0735 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 346,901.00 | 346,901.000 | 346,901.000 | 346,901.000 | 1.25 | 433,626.25 | |||
| 0740 | STRUCTURAL STEEL 2,294 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 0745 | APPROACH SLAB | 08500 | SQYD | 332.00 | 332.000 | 332.000 | 332.000 | 162.00 | 53,784.00 | |||
| 0750 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 4,277.00 | 4,277.000 | 4,277.000 | 4,277.000 | 325.00 | 1,390,025.00 | |||
| 0755 | BICYCLE RAIL | 23849EC | LF | 541.00 | 0.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 8005 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 0.00 | 100.000 | 0.000 | 0.000 | 178.50 | 0.00 | |||
| 8011 | BICYCLE RAIL | 23849EC | LF | 0.00 | 541.000 | 541.000 | 541.000 | 86.03 | 46,542.23 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0005 BRIDGE-CULVERT-#25753 | |||||||
| 0760 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 145.00 | 145.000 | 53.670 | 53.670 | 50.00 | 2,683.50 | |||
| 0765 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0770 | CONCRETE-CLASS A | 08100 | CUYD | 254.00 | 254.000 | 254.000 | 254.000 | 440.00 | 111,760.00 | |||
| 0775 | STEEL REINFORCEMENT | 08150 | LB | 22,335.00 | 22,335.000 | 22,335.000 | 22,335.000 | 1.15 | 25,685.25 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0006 BRIDGE-CULVERT-#25752 | |||||||
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 298.00 | 298.000 | 615.300 | 615.300 | 50.00 | 30,765.00 | |||
| 0785 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,500.00 | 18,500.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 559.00 | 559.000 | 559.000 | 559.000 | 375.00 | 209,625.00 | |||
| 0795 | STEEL REINFORCEMENT | 08150 | LB | 53,473.00 | 53,473.000 | 53,473.000 | 53,473.000 | 1.15 | 61,493.95 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0007 BRIDGE-CULVERT-#25682 | |||||||
| 0800 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 22.00 | 22.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| 0805 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 46.00 | 46.000 | 22.100 | 22.100 | 60.00 | 1,326.00 | |||
| 0810 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0815 | CONCRETE-CLASS A | 08100 | CUYD | 104.00 | 104.000 | 95.250 | 95.250 | 490.00 | 46,672.50 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 13,143.00 | 13,143.000 | 12,036.500 | 12,036.500 | 1.15 | 13,841.97 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0008 BRIDGE-CULVERT-#25640 | |||||||
| 0825 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 85.00 | 85.000 | 40.000 | 40.000 | 60.00 | 2,400.00 | |||
| 0830 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0835 | CONCRETE-CLASS A | 08100 | CUYD | 158.00 | 158.000 | 158.000 | 158.000 | 485.00 | 76,630.00 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 15,286.00 | 15,286.000 | 15,286.000 | 15,286.000 | 1.15 | 17,578.90 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0009 BRIDGE-CULVERT-#25684 | |||||||
| 0845 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 89.00 | 89.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0850 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0855 | CONCRETE-CLASS A | 08100 | CUYD | 168.00 | 168.000 | 168.000 | 168.000 | 510.00 | 85,680.00 | |||
| 0860 | STEEL REINFORCEMENT | 08150 | LB | 19,933.00 | 19,933.000 | 19,933.000 | 19,933.000 | 1.15 | 22,922.95 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0010 BRIDGE-CULVERT-#25683 | |||||||
| 0865 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 69.00 | 69.000 | 69.000 | 69.000 | 60.00 | 4,140.00 | |||
| 0870 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 0875 | CONCRETE-CLASS A | 08100 | CUYD | 139.00 | 139.000 | 139.000 | 139.000 | 470.00 | 65,330.00 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 24,077.00 | 24,077.000 | 24,077.000 | 24,077.000 | 1.15 | 27,688.55 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0011 BRIDGE-CULVERT-#25755 | |||||||
| 0885 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 608.00 | 608.000 | 608.000 | 608.000 | 40.00 | 24,320.00 | |||
| 0890 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0895 | CONCRETE-CLASS A | 08100 | CUYD | 1,068.00 | 1,068.000 | 1,068.000 | 1,068.000 | 425.00 | 453,900.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 82,711.00 | 82,711.000 | 108,666.440 | 108,666.440 | 1.15 | 124,966.40 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0012 BRIDGE-CULVERT-#25754 | |||||||
| 0905 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 93.00 | 93.000 | 93.000 | 93.000 | 60.00 | 5,580.00 | |||
| 0910 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0915 | CONCRETE-CLASS A | 08100 | CUYD | 192.00 | 192.000 | 192.000 | 192.000 | 465.00 | 89,280.00 | |||
| 0920 | STEEL REINFORCEMENT | 08150 | LB | 19,949.00 | 19,949.000 | 19,949.000 | 19,949.000 | 1.15 | 22,941.35 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0013 WATERLINE | |||||||
| 0925 | SEEDING AND PROTECTION | 05985 | SQYD | 331.00 | 331.000 | 0.000 | 0.000 | 3.37 | 0.00 | |||
| 0930 | W CAP EXISTING MAIN | 14003 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 718.75 | 0.00 | |||
| 0935 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 211.09 | 21,531.18 | |||
| 0940 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,550.39 | 5,550.39 | |||
| 0945 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 8.00 | 8.000 | 2.000 | 2.000 | 145.34 | 290.68 | |||
| 0950 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 102.00 | 102.000 | 196.000 | 196.000 | 234.66 | 45,993.36 | |||
| 0955 | W TIE-IN 16 INCH | 14098 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 16,314.35 | 0.00 | |||
| 0960 | W VALVE 16 INCH | 14109 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,160.66 | 16,321.32 | |||
| 0965 | W PIPE DUCTILE IRON 14 INCH | 14159 | LF | 744.00 | 744.000 | 738.500 | 738.500 | 141.29 | 104,342.66 | |||
| 0970 | W TIE-IN 14 INCH | 14160 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 13,135.83 | 52,543.32 | |||
| 0975 | W VALVE 14 INCH | 14162 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,316.08 | 16,632.16 | |||
| 8000 | LINE STOP-16 IN 14" Line Stops | 23503EC | EACH | 0.00 | 6.000 | 4.000 | 4.000 | 21,800.98 | 87,203.92 | |||
| 8001 | W TAPPING SLEEVE AND VALVE SIZE 1 Wet Tap for 14" Water Line | 14089 | EACH | 0.00 | 6.000 | 2.000 | 2.000 | 28,724.37 | 57,448.74 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0014 SEWER | |||||||
| 0980 | SEEDING AND PROTECTION | 05985 | SQYD | 510.00 | 510.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0985 | S BYPASS PUMPING STA. 12+05.25 | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0990 | S BYPASS PUMPING STA. 12+91.18 | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0995 | S BYPASS PUMPING STA. 14+82.77 | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1000 | S BYPASS PUMPING STA. 16+55 | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1005 | S ENCASEMENT CONCRETE | 15012 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 68.80 | 5,504.00 | |||
| 1010 | S MANHOLE | 15092 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 4,238.97 | 50,867.64 | |||
| 1015 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,995.58 | 11,973.48 | |||
| 1020 | S PIPE PVC 08 INCH | 15112 | LF | 850.00 | 850.000 | 1,123.500 | 1,123.500 | 70.81 | 79,555.03 | |||
| 1025 | S PIPE PVC 12 INCH | 15114 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 117.25 | 0.00 | |||
| 1030 | S PIPE PVC 30 INCH | 15140 | LF | 461.00 | 461.000 | 502.700 | 502.700 | 220.85 | 111,021.29 | |||
| 1035 | S ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 15504 | LF | 342.00 | 342.000 | 379.000 | 379.000 | 96.58 | 36,603.82 | |||
| 1040 | S ENCASEMENT STEEL OPEN CUT RANGE 6 INST | 15506 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 129.81 | 0.00 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0015 SIGNING | |||||||
| 1045 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 892.38 | 1,047.880 | 1,347.793 | 1,347.793 | 17.00 | 22,912.48 | |||
| 1050 | STEEL POST TYPE 1 2 1/2" POST | 06410 | LF | 48.00 | 86.000 | 481.647 | 481.647 | 20.00 | 9,632.94 | |||
| 1055 | STEEL POST TYPE 1 2" POST | 06410 | LF | 1,248.00 | 1,248.000 | 1,332.193 | 1,332.193 | 13.00 | 17,318.50 | |||
| 1060 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 3.50 | 3.500 | 7.590 | 7.590 | 50.00 | 379.50 | |||
| 1065 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 19.000 | 19.000 | 150.00 | 2,850.00 | |||
| 1070 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1075 | BARCODE SIGN INVENTORY | 24631EC | EACH | 219.00 | 259.000 | 284.000 | 284.000 | 10.00 | 2,840.00 | |||
| 8083 | MAINTAIN & CONTROL TRAFFIC Maintain and Control Traffic for Concrete Island | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,535.50 | 1,535.50 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0016 SIGNALIZATION | |||||||
| 1080 | CONDUIT-1 IN | 04792 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 11.11 | 0.00 | |||
| 1085 | CONDUIT-1 1/4 IN | 04793 | LF | 40.00 | 40.000 | 50.000 | 50.000 | 13.64 | 682.00 | |||
| 1090 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 454.55 | 0.00 | |||
| 1095 | TRENCHING AND BACKFILLING | 04820 | LF | 40.00 | 40.000 | 50.000 | 50.000 | 4.04 | 202.00 | |||
| 1100 | LOOP WIRE | 04830 | LF | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 1105 | CABLE-NO. 14/5C | 04844 | LF | 1,843.00 | 1,843.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 1110 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,098.00 | 1,098.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 1115 | LOOP SAW SLOT AND FILL | 04895 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 8.08 | 0.00 | |||
| 1120 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 151.52 | 0.00 | |||
| 1125 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 328.28 | 3,611.08 | |||
| 1130 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 328.29 | 1,313.16 | |||
| 1135 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,777.78 | 2,777.78 | |||
| 8013 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 8014 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 8015 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,887.50 | 2,887.50 | |||
| 8016 | CABLE-NO. 14/7C | 04845 | LF | 0.00 | 2,800.000 | 2,520.000 | 2,520.000 | 2.10 | 5,292.00 | |||
| 8017 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 525.00 | 1,050.00 | |||
| 8018 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 315.00 | 630.00 | |||
| 8019 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 8041 | POLE 40 FT MTG HT | 04701 | EACH | 0.00 | 12.000 | 0.000 | 0.000 | 2,427.73 | 0.00 | |||
| 8042 | BRACKET 6 FT | 04721 | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 8043 | BRACKET 15 FT | 04725 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 707.42 | 0.00 | |||
| 8044 | POLE BASE | 04740 | EACH | 0.00 | 12.000 | 2.000 | 10.000 | 12.000 | 1,670.46 | 3,340.92 | 20,045.52 | |
| 8045 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 12.000 | 0.000 | 0.000 | 750.91 | 0.00 | |||
| 8046 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 27,284.09 | 0.00 | |||
| 8047 | FUSED CONNECTOR KIT | 04780 | EACH | 0.00 | 30.000 | 0.000 | 0.000 | 194.09 | 0.00 | |||
| 8048 | CONDUIT-2 IN | 04795 | LF | 0.00 | 361.000 | 0.000 | 0.000 | 22.27 | 0.00 | |||
| 8049 | WIRE-NO. 12 | 04832 | LF | 0.00 | 1,845.000 | 0.000 | 0.000 | 0.71 | 0.00 | |||
| 8050 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 2,059.70 | 0.00 | |||
| 8051 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 502.000 | 0.000 | 0.000 | 31.18 | 0.00 | |||
| 8052 | LED LUMINAIRE | 24589ED | EACH | 0.00 | 12.000 | 0.000 | 0.000 | 705.30 | 0.00 | |||
| 8053 | TEMPORARY LIGHTING | 20454NS835 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 52,871.22 | 52,871.22 | |||
| 8054 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 0.00 | 1,335.000 | 0.000 | 0.000 | 7.80 | 0.00 | |||
| 8055 | WIRE-NO. 10 | 23778EC | LF | 0.00 | 5,703.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 8075 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 5,472.60 | 21,890.40 | |||
| 8076 | MESSENGER-15400 LB | 04886 | LF | 0.00 | 645.000 | 645.000 | 645.000 | 8.99 | 5,798.55 | |||
| 8077 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,942.64 | 0.00 | |||
| 8078 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,939.17 | 9,939.17 | |||
| 8079 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 0.00 | 18.000 | 14.250 | 14.250 | 892.13 | 12,712.85 | |||
| 8080 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,557.92 | 4,557.92 | |||
| Project | DE0760NEW2103 | Fed/State Project Number | FD04 SPP 076 NEW ROUTE | Category | 0017 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 906,750.00 | 906,750.00 | |||
| 1145 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 290,000.00 | 72,500.00 | |||
| 8057 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 27,500.00 | 27,500.00 | |||
| 8082 | MOBILIZATION Mobilization for Concrete Island | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| SUBTOT | $3,340.92 |
$22,127,043.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0530-1-0I |
PIPE, HDPE M294 | EACH |
427.00 | 0012 | $184.016000 | $74,646.09 | ||||||
0535-1-0I |
PIPE, HDPE M294 | EACH |
71.00 | 0012 | $232.776000 | $15,700.74 | ||||||
0750-1-0I |
I BEAM, TYPE 4 | LF |
4,277.00 | 0023 | $234.500000 | $1,002,938.08 | ||||||
0530-1-0A |
PIPE, HDPE M294 | EACH |
427.00 | 0021 | $184.016000 | $-74,646.09 | ||||||
0750-1-0A |
I BEAM, TYPE 4 | LF |
2,851.00 | 0025 | $234.500000 | $-668,547.22 | ||||||
0750-1-0A |
I BEAM, TYPE 4 | LF |
1,426.00 | 0026 | $234.500000 | $-334,390.86 | ||||||
0535-1-0A |
PIPE, HDPE M294 | EACH |
71.00 | 0028 | $232.776000 | $-15,700.74 | ||||||
| SUBTOT | $0.00 |
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