|
Report_Id: 211003 Est NO 0025 |
Date:03/29/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211003 | Estimate Number | 0025 | 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 | 02/10/2022 TO 02/23/2022 | ||||||
| Date Approved | 03/04/2022 | ||||||
| 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 | |||||
| Current Contract Amount | $20,777,172.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,777,172.14 |
Total Earnings | $6,462,120.28 |
$5,519,928.28 |
$942,192.00 |
|
| Percent Complete | 32.79 |
Stockpiled Materials | $350,091.60 |
$1,018,638.82 |
$-668,547.22 |
|
| Funds Available | $13,964,960.26 |
Gross Earnings | $6,812,211.88 |
$6,538,567.10 |
$273,644.78 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,812,211.88 |
$6,538,567.10 |
$273,644.78 |
|||
| Contract Id | 211003 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0025 | Project Number | FD04 SPP 076 NEW ROUTE | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 02/10/2022 TO 02/23/2022 | |||||||
| 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 | 211003 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE0760NEW2103 | ||||||
| Estimate Nbr | 0025 | Period | 02/10/2022 TO 02/23/2022 | |||||||
| 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 | 89,860.000 | 627.540 | 627.540 | 18.45 | 11,578.11 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 11,883.00 | 11,883.000 | 0.000 | 0.000 | 57.50 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 174.00 | 174.000 | 0.000 | 0.000 | 18.45 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 65,111.00 | 65,111.000 | 11,193.410 | 11,193.410 | 17.75 | 198,683.02 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 269.00 | 269.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 (REVISED: 1-27-21) | 00190 | TON | 256.00 | 256.000 | 11.510 | 11.510 | 85.00 | 978.35 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,425.00 | 9,425.000 | 0.000 | 0.000 | 73.15 | 0.00 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 22,587.00 | 22,587.000 | 0.000 | 0.000 | 69.35 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,857.00 | 4,857.000 | 405.990 | 405.990 | 74.80 | 30,368.05 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,792.00 | 2,792.000 | 0.000 | 0.000 | 85.05 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,338.00 | 5,338.000 | 248.560 | 248.560 | 86.00 | 21,376.16 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 106.00 | 106.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 59.00 | 59.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0075 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 5,115.00 | 5,115.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 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 | 94.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0095 | SAND FOR BLOTTER | 02702 | TON | 147.00 | 147.000 | 0.000 | 0.000 | 38.50 | 0.00 | |||
| 1150 | SUBGRADE REINFORCEMENT (ADDED: 1-20-21) | 24276EC | SQYD | 129,204.00 | 129,204.000 | 423.000 | 423.000 | 2.75 | 1,163.25 | |||
| 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 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 720.00 | 720.000 | 0.000 | 0.000 | 21.55 | 0.00 | |||
| 0110 | ISLAND CURB AND GUTTER | 01825 | LF | 16,919.00 | 16,919.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0115 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 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 | 1,370.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| 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 | 310,320.000 | 310,320.000 | 4.05 | 1,256,796.00 | |||
| 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 | 9,825.500 | 9,825.500 | 5.50 | 54,040.25 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,356.25 | 1,356.250 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 40.00 | 80.00 | |||
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0185 | TEMP GUARDRAIL | 02397 | LF | 187.50 | 187.500 | 103.750 | 103.750 | 8.50 | 881.87 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 96.75 | 0.00 | |||
| 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 | 377.190 | 377.190 | 28.25 | 10,655.61 | |||
| 0205 | CHANNEL LINING CLASS III | 02484 | TON | 623.00 | 623.000 | 684.280 | 684.280 | 29.25 | 20,015.19 | |||
| 0210 | CLEARING AND GRUBBING (APPROXIMATELY 92.48 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.780 | 0.780 | 118,000.00 | 92,040.00 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 460.00 | 460.000 | 1,249.000 | 1,249.000 | 9.00 | 11,241.00 | |||
| 0220 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0225 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 64,848.00 | 64,848.000 | 16,954.000 | 16,954.000 | 1.55 | 26,278.70 | |||
| 0230 | HANDRAIL-TYPE A-1 | 02611 | LF | 1,905.00 | 1,905.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0235 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 50,000.00 | 10,000.00 | |||
| 0240 | DIVERSIONS (BY-PASS DETOURS) JOHNSON SHOP ROAD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,750.00 | 0.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) KY-1016 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,750.00 | 0.00 | |||
| 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 | 0.500 | 0.500 | 24,500.00 | 12,250.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 18,735.00 | 18,735.000 | 19,109.000 | 19,109.000 | 1.80 | 34,396.20 | |||
| 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 | 53.000 | 53.000 | 125.00 | 6,625.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 93.00 | 93.000 | 3.000 | 3.000 | 175.00 | 525.00 | |||
| 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 | 33.000 | 33.000 | 1.00 | 33.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 186.00 | 186.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | CLEAN TEMP SILT FENCE | 02709 | LF | 37,470.00 | 37,470.000 | 215.000 | 215.000 | 0.01 | 2.15 | |||
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 167.00 | 167.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 45,000.00 | 9,000.00 | |||
| 0315 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0320 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0325 | EROSION CONTROL BLANKET | 05950 | SQYD | 25,505.00 | 25,505.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0330 | TEMP MULCH | 05952 | SQYD | 447,598.00 | 447,598.000 | 53,240.000 | 53,240.000 | 0.01 | 532.40 | |||
| 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 | 0.550 | 0.550 | 900.00 | 495.00 | |||
| 0345 | MAINTENANCE FERTILIZER | 05964 | TON | 21.30 | 21.300 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 284,056.00 | 284,056.000 | 7,208.833 | 7,208.833 | 0.33 | 2,378.91 | |||
| 0355 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 31,643.00 | 31,643.000 | 2,944.722 | 2,944.722 | 0.21 | 618.39 | |||
| 0360 | SODDING | 05990 | SQYD | 15,809.00 | 15,809.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 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 | 3,568.000 | 3,568.000 | 0.20 | 713.60 | |||
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 103,632.00 | 103,632.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0380 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 197.00 | 197.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0385 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,082.00 | 1,082.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 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 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0415 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 138.00 | 138.000 | 32.000 | 32.000 | 7.50 | 240.00 | |||
| 0420 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0425 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 340.00 | 340.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0430 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 4,938.00 | 4,938.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0435 | FUEL ADJUSTMENT | 10020NS | DOLL | 226,644.00 | 226,644.000 | 56,862.430 | 56,862.430 | 1.00 | 56,862.43 | |||
| 0440 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 138,632.00 | 138,632.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0445 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 32,630.00 | 32,630.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0450 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 16,315.00 | 16,315.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0465 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 44.00 | 44.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0470 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8007 | GUARDRAIL END TREATMENT TYPE 7 Temporary End Treatment for Diversion | 02371 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,528.34 | 0.00 | |||
| 8008 | CHANNEL LINING CLASS IV Class IV Channel Lining from Shot Rock onsite | 02488 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 27.85 | 0.00 | |||
| 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 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0480 | ENTRANCE PIPE-18 IN | 00441 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0485 | ENTRANCE PIPE-24 IN | 00443 | LF | 354.00 | 354.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0490 | CULVERT PIPE-18 IN | 00462 | LF | 265.00 | 265.000 | 128.000 | 128.000 | 73.00 | 9,344.00 | |||
| 0495 | CULVERT PIPE-24 IN | 00464 | LF | 460.00 | 460.000 | 361.000 | 361.000 | 82.00 | 29,602.00 | |||
| 0500 | CULVERT PIPE-30 IN | 00466 | LF | 149.00 | 149.000 | 125.000 | 125.000 | 98.00 | 12,250.00 | |||
| 0505 | CULVERT PIPE-30 IN CMP NO ALTERNATE | 00466 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0510 | CULVERT PIPE-36 IN | 00468 | LF | 324.00 | 324.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0515 | CULVERT PIPE-42 IN | 00469 | LF | 526.00 | 526.000 | 392.000 | 392.000 | 188.00 | 73,696.00 | |||
| 0520 | CULVERT PIPE-48 IN | 00470 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 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 | 2,271.000 | 2,271.000 | 30.00 | 68,130.00 | |||
| 0535 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,452.00 | 1,452.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0540 | PERFORATED PIPE-4 IN | 01000 | LF | 15,364.00 | 15,364.000 | 24.000 | 24.000 | 5.58 | 133.92 | |||
| 0545 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 512.00 | 512.000 | 48.000 | 48.000 | 15.00 | 720.00 | |||
| 0550 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0555 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0560 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,765.00 | 0.00 | |||
| 0570 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,075.00 | 0.00 | |||
| 0575 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0580 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,125.00 | 0.00 | |||
| 0585 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 13.00 | 13.000 | 4.500 | 4.500 | 1,600.00 | 7,200.00 | |||
| 0590 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0595 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 0600 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0605 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 0610 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,975.00 | 0.00 | |||
| 0615 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0620 | CURB BOX INLET TYPE A | 01456 | EACH | 88.00 | 88.000 | 5.400 | 5.400 | 4,415.00 | 23,841.00 | |||
| 0625 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,915.00 | 0.00 | |||
| 0630 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,595.00 | 0.00 | |||
| 0635 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.500 | 0.500 | 3,825.00 | 1,912.50 | |||
| 0640 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 10.00 | 10.000 | 1.500 | 1.500 | 1,100.00 | 1,650.00 | |||
| 0645 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,225.00 | 0.00 | |||
| 0650 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,525.00 | 0.00 | |||
| 0655 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0660 | STEEL ENCASEMENT PIPE 12 IN | 24668EC | LF | 1,408.00 | 1,408.000 | 610.000 | 610.000 | 62.00 | 37,820.00 | |||
| 8006 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE Fabric Required for culvert pipe | 02607 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 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 | 580.850 | 580.850 | 30.00 | 17,425.50 | |||
| 0670 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 658.00 | 658.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0675 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 164.00 | 164.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0680 | MASONRY COATING | 02998 | SQYD | 1,363.80 | 1,363.800 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0685 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 871.50 | 871.500 | 658.000 | 658.000 | 25.00 | 16,450.00 | |||
| 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 | 578.510 | 578.510 | 30.00 | 17,355.30 | |||
| 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 | 684.700 | 684.700 | 535.00 | 366,314.50 | |||
| 0725 | CONCRETE-CLASS AA | 08104 | CUYD | 1,278.60 | 1,278.600 | 0.000 | 0.000 | 638.00 | 0.00 | |||
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 131,988.00 | 131,988.000 | 103,610.500 | 103,610.500 | 1.15 | 119,152.07 | |||
| 0735 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 346,901.00 | 346,901.000 | 13,634.400 | 13,634.400 | 1.25 | 17,043.00 | |||
| 0740 | STRUCTURAL STEEL 2,294 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0745 | APPROACH SLAB | 08500 | SQYD | 332.00 | 332.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0750 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 4,277.00 | 4,277.000 | 2,851.000 | 0.000 | 2,851.000 | 325.00 | 926,575.00 | 926,575.00 | |
| 0755 | BICYCLE RAIL | 23849EC | LF | 541.00 | 541.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 8005 | ARMORED EDGE FOR CONCRETE Armored Edge for Bridge | 03299 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 178.50 | 0.00 | |||
| 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 | 0.000 | 0.000 | 18,500.00 | 0.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 559.00 | 559.000 | 32.200 | 185.100 | 217.300 | 375.00 | 12,075.00 | 81,487.50 | |
| 0795 | STEEL REINFORCEMENT | 08150 | LB | 53,473.00 | 53,473.000 | 3,080.000 | 17,706.000 | 20,786.000 | 1.15 | 3,542.00 | 23,903.90 | |
| 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 | 11.500 | 11.500 | 60.00 | 690.00 | |||
| 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 | 68.250 | 68.250 | 490.00 | 33,442.50 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 13,143.00 | 13,143.000 | 8,624.500 | 8,624.500 | 1.15 | 9,918.17 | |||
| 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 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0835 | CONCRETE-CLASS A | 08100 | CUYD | 158.00 | 158.000 | 113.740 | 113.740 | 485.00 | 55,163.90 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 15,286.00 | 15,286.000 | 12,136.000 | 12,136.000 | 1.15 | 13,956.40 | |||
| 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 | 0.000 | 0.000 | 145.34 | 0.00 | |||
| 0950 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 234.66 | 0.00 | |||
| 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 | 0.000 | 0.000 | 8,160.66 | 0.00 | |||
| 0965 | W PIPE DUCTILE IRON 14 INCH | 14159 | LF | 744.00 | 744.000 | 606.500 | 606.500 | 141.29 | 85,692.38 | |||
| 0970 | W TIE-IN 14 INCH | 14160 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 13,135.83 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.000 | 8,538.73 | 0.00 | |||
| 8001 | W TAPPING SLEEVE AND VALVE SIZE 1 Wet Tap for 14" Water Line | 14089 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 17,050.51 | 0.00 | |||
| 8002 | FITTINGS Additional Fittings for Waterline Work | 21819NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,021.67 | 0.00 | |||
| 8003 | LABOR Labor required for extra waterline work | 22412NN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 26,307.61 | 0.00 | |||
| 8004 | COST PLUS WORK Equipment Usage for waterline work | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 27,132.46 | 0.00 | |||
| 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 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 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 | 10.000 | 10.000 | 4,238.97 | 42,389.70 | |||
| 1015 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 1,995.58 | 7,982.32 | |||
| 1020 | S PIPE PVC 08 INCH | 15112 | LF | 850.00 | 850.000 | 1,039.500 | 1,039.500 | 70.81 | 73,606.99 | |||
| 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 | 373.000 | 373.000 | 96.58 | 36,024.34 | |||
| 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 | 892.380 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 1050 | STEEL POST TYPE 1 2 1/2" POST | 06410 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1055 | STEEL POST TYPE 1 2" POST | 06410 | LF | 1,248.00 | 1,248.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 1060 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 3.50 | 3.500 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1065 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 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 | 219.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 13.64 | 0.00 | |||
| 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 | 0.000 | 0.000 | 4.04 | 0.00 | |||
| 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 | 0.000 | 0.000 | 328.28 | 0.00 | |||
| 1130 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 328.29 | 0.00 | |||
| 1135 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,777.78 | 0.00 | |||
| 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 | 0.000 | 0.000 | 290,000.00 | 0.00 | |||
| SUBTOT | $942,192.00 |
$6,462,120.21 |
||||||||||
| 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 | $-668,547.22 | |||||
| SUBTOT | $350,091.60 |
|||||||||||