|
Report_Id: 241303 Est NO 0002 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241303 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02320) Boucherie, Kenneth E. | ||||||
| Contractor | CLEARY CONSTRUCTION INC | ADDR SN 0 VC Code KY0051109 | |||||
| 2006 EDMONTON RD | |||||||
| TOMPKINSVILLE , KY , 42167 | |||||||
| Pay Period | 05/31/2024 TO 06/13/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | DE11300562343 | ||||||
| Project No. | STP 0561 (009) | ||||||
| Primary County | UNION | ||||||
| Name of Road | MORGANFIELD ROAD-SHAWNEETOWN ROAD (KY 56) | ||||||
| Description | WIDEN FROM KY 109 TO WEST OF KY 360 | ||||||
| Date Let | 02/22/2024 | Formal Acceptance | |||||
| Date Awarded | 03/05/2024 | Date Work Began | 05/20/2024 | ||||
| Date Contract Executed | 05/07/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/07/2024 | Actual Completion Date | |||||
| Current Contract Amount | $29,984,999.99 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $29,984,999.99 |
Total Earnings | $806,904.71 |
$766,960.42 |
$39,944.29 |
|
| Percent Complete | 2.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $29,178,095.28 |
Gross Earnings | $806,904.71 |
$766,960.42 |
$39,944.29 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $806,904.71 |
$766,960.42 |
$39,944.29 |
|||
| Contract Id | 241303 | Change Order Summary |
County | UNION | ||||||
| Estimate Nbr | 0002 | Project Number | STP 0561 (009) | |||||||
| Contractor | CLEARY CONSTRUCTION INC | Period | 05/31/2024 TO 06/13/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 241303 | COMMONWEALTH OF KENTUCKY |
County | UNION | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE11300562343 | ||||||
| Estimate Nbr | 0002 | Period | 05/31/2024 TO 06/13/2024 | |||||||
| Contractor | CLEARY CONSTRUCTION INC | |||||||||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | 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 | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 96,954.00 | 96,954.000 | 76.690 | 0.000 | 76.690 | 41.00 | 3,144.29 | 3,144.29 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 65,605.00 | 65,605.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9,415.00 | 9,415.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 478.00 | 478.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 58.00 | 58.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 9,101.00 | 9,101.000 | 0.000 | 0.000 | 106.45 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 40,470.00 | 40,470.000 | 0.000 | 0.000 | 102.46 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,396.00 | 10,396.000 | 0.000 | 0.000 | 121.75 | 0.00 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 1,197.46 | 0.00 | |||
| 0055 | CEMENT | 02542 | TON | 1,444.00 | 1,444.000 | 0.000 | 0.000 | 256.95 | 0.00 | |||
| 0060 | SAND FOR BLOTTER | 02702 | TON | 164.00 | 164.000 | 0.000 | 0.000 | 122.05 | 0.00 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 96,350.00 | 96,350.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0935 | ASPHALT MATERIAL FOR TACK NON-TRACKING (ADDED 2-20-2024) | 24970EC | TON | 113.10 | 113.100 | 0.000 | 0.000 | 1,040.55 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0002 ROADWAY | |||||||
| 0070 | ENTRANCE PIPE-12 IN | 00439 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0075 | ENTRANCE PIPE-15 IN | 00440 | LF | 221.00 | 221.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0080 | ENTRANCE PIPE-18 IN | 00441 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0085 | ENTRANCE PIPE-24 IN | 00443 | LF | 57.00 | 57.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0090 | PERFORATED PIPE-12 IN | 01004 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0095 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 0105 | BARRICADE-TYPE III | 02014 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 238.50 | 0.00 | |||
| 0110 | REMOVE PAVEMENT | 02091 | SQYD | 2,692.00 | 2,692.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0115 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 337.00 | 337.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | TEMP DITCH | 02159 | LF | 13,943.00 | 13,943.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0125 | CLEAN TEMP DITCH | 02160 | LF | 6,971.00 | 6,971.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0130 | ROADWAY EXCAVATION | 02200 | CUYD | 182,544.00 | 182,544.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0135 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0140 | WATER | 02242 | MGAL | 12.00 | 12.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 90.87 | 0.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,361.40 | 0.00 | |||
| 0155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,705.76 | 0.00 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 149.00 | 149.000 | 0.000 | 0.000 | 216.06 | 0.00 | |||
| 0165 | WITNESS POST | 02432 | EACH | 149.00 | 149.000 | 0.000 | 0.000 | 199.51 | 0.00 | |||
| 0170 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,280.57 | 0.00 | |||
| 0175 | CHANNEL LINING CLASS II | 02483 | TON | 976.00 | 976.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS III | 02484 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0185 | CLEARING AND GRUBBING (105 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.150 | 0.250 | 368,000.00 | 36,800.00 | 92,000.00 | |
| 0190 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 489.000 | 489.000 | 11.78 | 5,760.42 | |||
| 0195 | EDGE KEY | 02585 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0200 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 10,074.00 | 10,074.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0205 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 11,414.00 | 11,414.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 598,000.00 | 0.00 | |||
| 0215 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| 0220 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 17,172.00 | 0.00 | |||
| 0225 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0230 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 113.00 | 113.000 | 0.000 | 0.000 | 75.47 | 0.00 | |||
| 0235 | SAFELOADING | 02690 | CUYD | 38.00 | 38.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0240 | TEMP SILT FENCE | 02701 | LF | 13,943.00 | 13,943.000 | 0.000 | 0.000 | 3.60 | 0.00 | |||
| 0245 | SILT TRAP TYPE A | 02703 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0255 | SILT TRAP TYPE C | 02705 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 460.00 | 460.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0265 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 910.00 | 910.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 260.00 | 260.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0275 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 320,000.00 | 16,000.00 | |||
| 0280 | REMOVE STRUCTURE (12' X 10' RCBC) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0285 | REMOVE STRUCTURE (4' X 2' RCBC) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0290 | REMOVE STRUCTURE (6' X 4' RCBC) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0295 | REMOVE STRUCTURE (6' X 5' RCBC) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0300 | REMOVE STRUCTURE (8' X 6' RCBC) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0305 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,459.00 | 0.00 | |||
| 0310 | EROSION CONTROL BLANKET | 05950 | SQYD | 18,382.00 | 18,382.000 | 0.000 | 0.000 | 2.92 | 0.00 | |||
| 0315 | TEMP MULCH | 05952 | SQYD | 485,607.00 | 485,607.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 48,463.00 | 48,463.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0325 | INITIAL FERTILIZER | 05963 | TON | 15.30 | 15.300 | 0.000 | 0.000 | 1,724.51 | 0.00 | |||
| 0330 | MAINTENANCE FERTILIZER | 05964 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 1,724.51 | 0.00 | |||
| 0335 | SEEDING AND PROTECTION | 05985 | SQYD | 484,626.00 | 484,626.000 | 0.000 | 0.000 | 0.81 | 0.00 | |||
| 0340 | SODDING | 05990 | SQYD | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 12.73 | 0.00 | |||
| 0345 | AGRICULTURAL LIMESTONE | 05992 | TON | 301.00 | 301.000 | 0.000 | 0.000 | 87.18 | 0.00 | |||
| 0350 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 69.57 | 0.00 | |||
| 0355 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 120,068.00 | 120,068.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0360 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 60,071.00 | 60,071.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0365 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 56,797.00 | 56,797.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 552.00 | 552.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0380 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 650.00 | 650.000 | 0.000 | 0.000 | 10.77 | 0.00 | |||
| 0385 | FUEL ADJUSTMENT | 10020NS | DOLL | 166,900.00 | 166,900.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0390 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 227,836.00 | 227,836.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | OBJECT MARKER TY 3 | 20191ED | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 47.82 | 0.00 | |||
| 0400 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 54,033.00 | 54,033.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0405 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 26,724.00 | 26,724.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0410 | DITCH EXCAVATION | 20597EC | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0415 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 640.55 | 0.00 | |||
| 0420 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 25,040.00 | 25,040.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0425 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,087.50 | 6,087.500 | 0.000 | 0.000 | 33.67 | 0.00 | |||
| 0430 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 15,958.00 | 15,958.000 | 0.000 | 0.000 | 16.09 | 0.00 | |||
| 0435 | ASBESTOS CONCRETE PIPE REMOVAL | 24141EC | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 19.86 | 0.00 | |||
| 0440 | INLAID PAVEMENT MARKER | 24489EC | EACH | 842.00 | 842.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0445 | PIPELINE INSPECTION | 24814EC | LF | 3,034.00 | 3,034.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0450 | SELECT ROCK FILL EMBANKMENT | 40028 | CUYD | 90.00 | 90.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0003 DRAINAGE | |||||||
| 0455 | CULVERT PIPE-15 IN | 00461 | LF | 97.00 | 97.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0460 | CULVERT PIPE-18 IN | 00462 | LF | 1,568.00 | 1,568.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0465 | CULVERT PIPE-24 IN | 00464 | LF | 301.00 | 301.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0470 | CULVERT PIPE-30 IN | 00466 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0475 | CULVERT PIPE-36 IN | 00468 | LF | 243.00 | 243.000 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 0480 | STORM SEWER PIPE-15 IN | 00521 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0485 | STORM SEWER PIPE-18 IN | 00522 | LF | 335.00 | 335.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0490 | STORM SEWER PIPE-24 IN | 00524 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0495 | PERFORATED PIPE-4 IN | 01000 | LF | 13,490.00 | 13,490.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0500 | PERFORATED PIPE-6 IN | 01001 | LF | 6,917.00 | 6,917.000 | 0.000 | 0.000 | 18.90 | 0.00 | |||
| 0505 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,325.00 | 1,325.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0510 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 252.00 | 252.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0515 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0520 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0525 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0530 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0535 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0550 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0555 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0560 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0565 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0570 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0575 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0580 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0585 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0590 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0595 | DROP BOX INLET TYPE 11 | 01544 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0600 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0605 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0610 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0615 | PRECAST CONC BOX SECT 6 X 5 | 03010 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0620 | PRECAST CONC BOX SECT 6 X 4 | 03011 | LF | 137.00 | 137.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0625 | PRECAST CONC BOX SECT 8 X 6 | 03018 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0630 | FOUNDATION PREPARATION (6' X 4' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0635 | FOUNDATION PREPARATION (6' X 5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0640 | FOUNDATION PREPARATION (8' X 6' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 9.90 | 9.900 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0650 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0655 | DROP BOX INLET TY 3-SAG | 23644EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0660 | BOX CULVERT HEADWALL (6' X 4') | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0665 | BOX CULVERT HEADWALL (6' X 5') | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 0670 | BOX CULVERT HEADWALL (8' X 6') | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0004 BRIDGE - 27461 - RETAINING WALL | |||||||
| 0675 | PERFORATED PIPE-4 IN | 01000 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0680 | FLOWABLE FILL | 02220 | CUYD | 62.00 | 62.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 0685 | GRANULAR EMBANKMENT | 02223 | CUYD | 766.00 | 766.000 | 0.000 | 0.000 | 181.17 | 0.00 | |||
| 0690 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 124.00 | 124.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0695 | PRE-DRILLING FOR PILES (ROCK) | 08039 | LF | 234.00 | 234.000 | 0.000 | 0.000 | 443.00 | 0.00 | |||
| 0700 | PRE-DRILLING FOR PILES (SOIL) | 08039 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 271.00 | 0.00 | |||
| 0705 | PILES-STEEL HP14X102 | 08053 | LF | 579.00 | 579.000 | 0.000 | 0.000 | 264.00 | 0.00 | |||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 9.60 | 9.600 | 0.000 | 0.000 | 3,526.00 | 0.00 | |||
| 0715 | CONCRETE-CLASS A MOD | 08101 | CUYD | 49.10 | 49.100 | 0.000 | 0.000 | 646.00 | 0.00 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 1,162.00 | 1,162.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0725 | ROCK SOUNDINGS | 20745ED | LF | 204.00 | 204.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0730 | ROCK CORINGS | 20746ED | LF | 349.00 | 349.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0735 | CONCRETE LAGGING | 23642EC | SQFT | 1,247.00 | 1,247.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0740 | DRAINAGE GEOCOMPOSITE | 24461ED | SQYD | 146.00 | 146.000 | 0.000 | 0.000 | 9.90 | 0.00 | |||
| 0745 | SPLICE PILES | 24619EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0005 BRIDGE - 27460 - RCBC | |||||||
| 0750 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0755 | CONCRETE-CLASS A | 08100 | CUYD | 239.00 | 239.000 | 0.000 | 0.000 | 867.00 | 0.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 22,387.00 | 22,387.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0006 WATERLINE | |||||||
| 0765 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0770 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0775 | W ENCASEMENT STEEL BORED RANGE 1 6 INCH | 14006 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0780 | W ENCASEMENT STEEL BORED RANGE 2 8 INCH | 14007 | LF | 247.00 | 247.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0785 | W ENCASEMENT STEEL BORED RANGE 3 12 INCH | 14008 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0790 | W ENCASEMENT STEEL OPEN CUT RANGE 2 8 INCH | 14013 | LF | 443.00 | 443.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0795 | W ENCASEMENT STEEL OPEN CUT RANGE 3 12 INCH | 14014 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 164.00 | 0.00 | |||
| 0800 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 21,000.00 | 0.00 | |||
| 0805 | W METER 3/4 INCH CONNECT WITH 5/8 INCH EXIST SERVICE | 14028 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 0810 | W PIPE PVC 02 INCH PC 200 | 14056 | LF | 1,394.00 | 1,394.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0815 | W PIPE PVC 03 INCH PC 200 | 14057 | LF | 1,573.00 | 1,573.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0820 | W PIPE PVC 04 INCH C900 DR 14 | 14058 | LF | 7,301.00 | 7,301.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0825 | W PIPE PVC 06 INCH C900 DR 14 | 14059 | LF | 11,350.00 | 11,350.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0830 | W PLUG EXISTING MAIN 2 INCH | 14074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0835 | W PLUG EXISTING MAIN 3 INCH | 14074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0840 | W PLUG EXISTING MAIN 4 INCH | 14074 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0845 | W PLUG EXISTING MAIN 6 INCH | 14074 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0850 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 6,600.00 | 0.00 | |||
| 0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0860 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0865 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0870 | W TAPPING SLEEVE AND VALVE SIZE 1 2 INCH | 14089 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0875 | W TIE-IN 02 INCH | 14091 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0880 | W TIE-IN 03 INCH | 14092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0885 | W TIE-IN 04 INCH | 14093 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 0890 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0895 | W TIE-IN 06 INCH (PUMP STATION) | 14094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0900 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0905 | W VALVE 04 INCH | 14104 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0910 | W VALVE 06 INCH | 14105 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0915 | W BLOWOFF ASSEMBLY 1 INCH | 14158 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,150.00 | 0.00 | |||
| 0920 | W SERV PE/PLST LONG SIDE 1-1/4 IN | 14180 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| Project | DE11300562343 | Fed/State Project Number | STP 0561 (009) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0925 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1,380,000.00 | 690,000.00 | |||
| 0930 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 449,165.07 | 0.00 | |||
| SUBTOT | $39,944.29 |
$806,904.71 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||