|
Report_Id: 131204 Est NO 0080 |
Date:02/20/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131204 | Estimate Number | 0080 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Boyle, Jeremy R. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code KY0041404 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 10/18/2018 TO 01/22/2020 | ||||||
| Date Approved | 02/06/2020 | ||||||
| Primary Proj Number | DE04000521304 | ||||||
| Project No. | STP 5283 (004), FE02 040 0052 B00004N, STP 5283 (004) | ||||||
| Primary County | GARRARD | ||||||
| Name of Road | RICHMOND-LANCASTER ROAD (KY 52) | ||||||
| Description | RICHMOND-LANCASTER ROAD (KY 52) | ||||||
| Date Let | 09/27/2013 | Formal Acceptance | |||||
| Date Awarded | 10/09/2013 | Date Work Began | 11/18/2013 | ||||
| Date Contract Executed | 11/12/2013 | Open To Traffic | |||||
| Date NTP Issued | 11/12/2013 | Actual Completion Date | 11/21/2016 | ||||
| Current Contract Amount | $14,085,162.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,492,061.83 |
Total Earnings | $12,692,629.44 |
$12,643,629.88 |
$48,999.56 |
|
| Percent Complete | 90.11 |
Stockpiled Materials | $-0.02 |
$-0.02 |
$0.00 |
|
| Funds Available | $1,392,533.21 |
Gross Earnings | $12,692,629.42 |
$12,643,629.86 |
$48,999.56 |
|
| Total Change Orders | $593,100.80 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,692,629.42 |
$12,643,629.86 |
$48,999.56 |
|||
| Contract Id | 131204 | Change Order Summary |
County | GARRARD | ||||||
| Estimate Nbr | 0080 | Project Number | STP 5283 (004), FE02 040 0052 B00004N, STP 5283 (004) | |||||||
| Contractor | HI-VIEW LLC | Period | 10/18/2018 TO 01/22/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Law Enforcement | Approved | 11/18/2014 | $18,000.00 | 0.0 | |||||
| 002 | Administrative Settlement | Approved | 08/30/2016 | $550,000.00 | 0.0 | |||||
| 003 | Cost Plus, object markers, lane reduction arrows | Approved | 09/27/2018 | $25,100.80 | 0.0 | |||||
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 | 131204 | COMMONWEALTH OF KENTUCKY |
County | GARRARD | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04000521304 | ||||||
| Estimate Nbr | 0080 | Period | 10/18/2018 TO 01/22/2020 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | 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 | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0001 PAVING GARRARD | |||||||
| 0010 | CRUSHED STONE BASE GARRARD | 00003 | TON | 38,718.00 | 38,718.000 | 51,390.240 | 51,390.240 | 15.95 | 819,674.32 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 981.00 | 981.000 | 2,537.730 | 2,537.730 | 18.00 | 45,679.14 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 359.00 | 359.000 | 282.760 | 282.760 | 75.00 | 21,207.00 | |||
| 0040 | ASPHALT SEAL COAT | 00103 | TON | 43.00 | 43.000 | 34.700 | 34.700 | 650.00 | 22,555.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 GARRARD | 00212 | TON | 29,137.00 | 29,137.000 | 29,658.730 | 29,658.730 | 63.90 | 1,895,192.84 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,768.00 | 2,768.000 | 2,154.880 | 2,154.880 | 66.70 | 143,730.49 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 6,474.00 | 6,474.000 | 8,429.580 | 8,429.580 | 77.65 | 654,556.88 | |||
| 0080 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 319.00 | 319.000 | 319.000 | 319.000 | 55.00 | 17,545.00 | |||
| 8005 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,605.00 | 1,605.00 | |||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0002 ROADWAY GARRARD | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 17.00 | 17.000 | 2,549.220 | 2,549.220 | 20.00 | 50,984.40 | |||
| 0100 | REMOVE PIPE | 01310 | LF | 128.00 | 128.000 | 128.000 | 128.000 | 10.00 | 1,280.00 | |||
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 27.00 | 1,350.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 129.00 | 129.000 | 78.000 | 78.000 | 6.00 | 468.00 | |||
| 0130 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 2,420.00 | 2,420.000 | 1,950.000 | 1,950.000 | 3.00 | 5,850.00 | |||
| 0150 | TEMP DITCH | 02159 | LF | 17,258.00 | 17,258.000 | 345.000 | 345.000 | 1.00 | 345.00 | |||
| 0160 | CLEAN TEMP DITCH | 02160 | LF | 51,774.00 | 51,774.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0170 | ROADWAY EXCAVATION GARRARD | 02200 | CUYD | 473,692.00 | 473,692.000 | 479,892.000 | 479,892.000 | 3.30 | 1,583,643.60 | |||
| 0180 | WATER | 02242 | MGAL | 7.20 | 7.200 | 1.000 | 1.000 | 10.00 | 10.00 | |||
| 0190 | FENCE-4 FT CHAIN LINK | 02273 | LF | 282.00 | 282.000 | 0.000 | 0.000 | 27.55 | 0.00 | |||
| 0200 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,818.75 | 5,818.750 | 5,192.500 | 5,192.500 | 15.46 | 80,276.05 | |||
| 0210 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 30.00 | 240.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,385.00 | 4,770.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 26.00 | 26.000 | 12.000 | 12.000 | 1,900.00 | 22,800.00 | |||
| 0240 | TEMP GUARDRAIL | 02397 | LF | 4,275.00 | 4,275.000 | 3,537.500 | 3,537.500 | 5.75 | 20,340.62 | |||
| 0250 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 124.00 | 124.000 | 124.000 | 124.000 | 100.00 | 12,400.00 | |||
| 0260 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 335.00 | 335.000 | 352.950 | 352.950 | 19.00 | 6,706.05 | |||
| 0280 | CHANNEL LINING CLASS IV | 02488 | CUYD | 8,602.00 | 8,602.000 | 8,454.000 | 8,454.000 | 5.00 | 42,270.00 | |||
| 0290 | CLEARING AND GRUBBING GARRARD COUNTY APPROXIMATELY 85 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 0300 | TEMPORARY SIGNS | 02562 | SQFT | 362.50 | 362.500 | 713.640 | 713.640 | 9.00 | 6,422.76 | |||
| 0310 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 33.50 | 0.00 | |||
| 0320 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 11,570.00 | 11,570.000 | 7,898.620 | 7,898.620 | 2.00 | 15,797.24 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC GARRARD COUNTY | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0340 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #1 REVISED: | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #2 ADDED: 9-2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0360 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #3 ADDED: 9-2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0370 | DIVERSIONS (BY-PASS DETOURS) GARRARD COUNTY DIVERSION #4 ADDED: 9- | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0380 | SAFELOADING | 02690 | CUYD | 1.50 | 1.500 | 1.500 | 1.500 | 500.00 | 750.00 | |||
| 0390 | TEMP SILT FENCE | 02701 | LF | 17,258.00 | 17,258.000 | 12,100.000 | 12,100.000 | 3.00 | 36,300.00 | |||
| 0400 | SILT TRAP TYPE A | 02703 | EACH | 84.00 | 84.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0410 | SILT TRAP TYPE B | 02704 | EACH | 84.00 | 84.000 | 8.000 | 8.000 | 120.00 | 960.00 | |||
| 0420 | SILT TRAP TYPE C | 02705 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 252.00 | 252.000 | 3.000 | 3.000 | 5.00 | 15.00 | |||
| 0440 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 252.00 | 252.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 252.00 | 252.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0460 | CLEAN TEMP SILT FENCE | 02709 | LF | 51,774.00 | 51,774.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0470 | SEDIMENTATION BASIN | 02711 | CUYD | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0480 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0490 | STAKING GARRARD COUNTY | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0500 | REMOVE STRUCTURE STA 149+25.00 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0510 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0520 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,651.00 | 10,651.000 | 19,100.000 | 19,100.000 | 1.10 | 21,010.00 | |||
| 0530 | TEMP MULCH | 05952 | SQYD | 409,770.00 | 409,770.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0540 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 40,977.00 | 40,977.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0550 | TOPDRESSING FERTILIZER | 05966 | TON | 29.30 | 29.300 | 29.000 | 29.000 | 695.00 | 20,155.00 | |||
| 0560 | SEEDING AND PROTECTION | 05985 | SQYD | 409,770.00 | 409,770.000 | 218,090.000 | 218,090.000 | 0.30 | 65,427.00 | |||
| 0570 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 114,872.00 | 114,872.000 | 31,750.000 | 31,750.000 | 0.16 | 5,080.00 | |||
| 0580 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 65,610.00 | 65,610.000 | 205,766.000 | 205,766.000 | 0.17 | 34,980.22 | |||
| 0590 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 81,173.00 | 81,173.000 | 123,980.000 | 123,980.000 | 0.16 | 19,836.80 | |||
| 0600 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 30.00 | 30.000 | 16.000 | 16.000 | 15.00 | 240.00 | |||
| 0610 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,775.00 | 1,775.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0620 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0630 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 130.00 | 520.00 | |||
| 0640 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0650 | FUEL ADJUSTMENT | 10020NS | DOLL | 228,812.00 | 228,812.000 | -271,397.790 | -271,397.790 | 1.00 | -271,397.79 | |||
| 0660 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 101,585.00 | 101,585.000 | -220,925.650 | -220,925.650 | 1.00 | -220,925.65 | |||
| 0670 | GRANULAR PILE CORE | 20209EP69 | CUYD | 460.00 | 460.000 | 460.000 | 460.000 | 35.00 | 16,100.00 | |||
| 0680 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 16,530.00 | 16,530.000 | 48,900.000 | 48,900.000 | 0.30 | 14,670.00 | |||
| 0690 | WILLOW OAK | 20536NS724 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0700 | FLOWERING DOGWOOD | 20566NS724 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 0710 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 918.00 | 918.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0720 | REMOVE AND RESET CRASH CUSHION | 23624EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0730 | AMERICAN HOLLY | 24393ES724 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0740 | TEMPORARY SHORING GARRARD COUNTY | 24423EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0750 | R/W MONUMENT TYPE 3 | 24540 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 8000 | LAW ENFORCEMENT OFFICER WORKER SAFTEY | 20411ED | HOUR | 0.00 | 450.000 | 447.000 | 447.000 | 40.00 | 17,880.00 | |||
| 8001 | ADMINISTRATIVE SETTLEMENT Utility Delay | 10104NX | DOLL | 0.00 | 550,000.000 | 550,000.000 | 550,000.000 | 1.00 | 550,000.00 | |||
| 8002 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 341.25 | 2,730.00 | |||
| 8003 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 190.00 | 2,090.00 | |||
| 8004 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 18,675.800 | 18,675.800 | 18,675.800 | 1.00 | 18,675.80 | |||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0003 DRAINAGE GARRARD | |||||||
| 0760 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,375.00 | 1,375.000 | 1,141.000 | 1,141.000 | 18.00 | 20,538.00 | |||
| 0770 | ENTRANCE PIPE-18 IN | 00441 | LF | 434.00 | 434.000 | 339.000 | 339.000 | 24.00 | 8,136.00 | |||
| 0780 | ENTRANCE PIPE-24 IN | 00443 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 40.00 | 4,240.00 | |||
| 0790 | ENTRANCE PIPE-30 IN | 00445 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 56.00 | 3,360.00 | |||
| 0800 | CULVERT PIPE-18 IN | 00462 | LF | 306.00 | 306.000 | 306.000 | 306.000 | 41.00 | 12,546.00 | |||
| 0810 | CULVERT PIPE-24 IN | 00464 | LF | 611.00 | 611.000 | 565.000 | 565.000 | 52.00 | 29,380.00 | |||
| 0820 | CULVERT PIPE-30 IN | 00466 | LF | 1,133.00 | 1,133.000 | 1,133.000 | 1,133.000 | 73.00 | 82,709.00 | |||
| 0830 | CULVERT PIPE-36 IN | 00468 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0840 | CULVERT PIPE-42 IN | 00469 | LF | 427.00 | 427.000 | 427.000 | 427.000 | 124.00 | 52,948.00 | |||
| 0850 | CULVERT PIPE-48 IN | 00470 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 141.00 | 11,139.00 | |||
| 0860 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 159.00 | 159.000 | 123.000 | 123.000 | 140.00 | 17,220.00 | |||
| 0870 | STORM SEWER PIPE-15 IN | 00521 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 28.00 | 952.00 | |||
| 0880 | STORM SEWER PIPE-24 IN | 00524 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 65.00 | 2,210.00 | |||
| 0890 | PERFORATED PIPE-4 IN | 01000 | LF | 653.00 | 653.000 | 587.000 | 587.000 | 8.00 | 4,696.00 | |||
| 0900 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,892.00 | 1,892.000 | 310.000 | 310.000 | 10.00 | 3,100.00 | |||
| 0910 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
| 0920 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0930 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 525.00 | 4,200.00 | |||
| 0940 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 485.00 | 485.00 | |||
| 0950 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 960.00 | 960.00 | |||
| 0960 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
| 0970 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0980 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 2,160.00 | 21,600.00 | |||
| 0990 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 1000 | PIPE CULVERT HEADWALL-42 IN EQUIV | 01215 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 1010 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 1020 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 1030 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,755.00 | 0.00 | |||
| 1040 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 1050 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,460.00 | 4,920.00 | |||
| 1060 | SPRING BOX INLET TYPE B | 01670 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 1070 | CONCRETE-CLASS A | 08100 | CUYD | 1.68 | 1.680 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1080 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,790.00 | 3,790.000 | 1,682.500 | 1,682.500 | 3.50 | 5,888.75 | |||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0004 BRIDGE OVER PAINT LICK CREEK & KY 21 | |||||||
| 1090 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 276.60 | 276.600 | 276.600 | 276.600 | 34.00 | 9,404.40 | |||
| 1100 | MASONRY COATING | 02998 | SQYD | 2,258.00 | 2,258.000 | 2,258.000 | 2,258.000 | 10.00 | 22,580.00 | |||
| 1110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 50.00 | 4,000.00 | |||
| 1120 | STRUCTURE EXCAVATION-COMMON GARRARD | 08001 | CUYD | 1,399.90 | 1,399.900 | 1,399.900 | 1,399.900 | 30.00 | 41,997.00 | |||
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 502.70 | 502.700 | 502.700 | 502.700 | 65.00 | 32,675.50 | |||
| 1140 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,518.00 | 1,518.000 | 1,955.350 | 1,955.350 | 32.00 | 62,571.20 | |||
| 1150 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 63.00 | 63.000 | 70.480 | 70.480 | 60.00 | 4,228.80 | |||
| 1160 | TEST PILES | 08033 | LF | 49.00 | 49.000 | 49.000 | 49.000 | 77.00 | 3,773.00 | |||
| 1170 | PILES-STEEL HP12X53 | 08046 | LF | 317.00 | 317.000 | 325.890 | 325.890 | 47.00 | 15,316.83 | |||
| 1180 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 1190 | CONCRETE-CLASS A GARRARD | 08100 | CUYD | 555.00 | 555.000 | 555.000 | 555.000 | 500.00 | 277,500.00 | |||
| 1200 | CONCRETE-CLASS AA | 08104 | CUYD | 557.60 | 557.600 | 557.600 | 557.600 | 540.00 | 301,104.00 | |||
| 1210 | STEEL REINFORCEMENT | 08150 | LB | 76,224.00 | 76,224.000 | 76,224.000 | 76,224.000 | 0.97 | 73,937.28 | |||
| 1220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 152,107.00 | 152,107.000 | 152,107.000 | 152,107.000 | 0.96 | 146,022.72 | |||
| 1230 | RAIL SYSTEM TYPE III | 21532ED | LF | 712.00 | 712.000 | 712.000 | 712.000 | 96.00 | 68,352.00 | |||
| 1240 | DECK DRAIN | 23813EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 710.00 | 4,260.00 | |||
| 1250 | PPC I-BEAM HN60-49 | 24539EC | LF | 1,411.40 | 1,411.400 | 1,411.400 | 1,411.400 | 329.00 | 464,350.60 | |||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0005 SIGNING | |||||||
| 1260 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 120.70 | 120.700 | 125.700 | 125.700 | 13.00 | 1,634.10 | |||
| 1270 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 110.50 | 110.500 | 94.000 | 94.000 | 15.00 | 1,410.00 | |||
| 1280 | STEEL POST TYPE 2 | 06411 | LF | 524.00 | 524.000 | 557.000 | 557.000 | 8.35 | 4,650.95 | |||
| 1290 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 125.00 | 750.00 | |||
| 1300 | BARCODE SIGN INVENTORY | 24584EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0006 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1310 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 405,499.45 | 405,499.45 | |||
| 1320 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.245 | 0.750 | 0.995 | 199,998.20 | 48,999.55 | 198,998.20 | |
| Project | DE04000521304 | Fed/State Project Number | STP 5283 (004) | Category | 0007 TRAINEES | |||||||
| 1330 | TRAINEE PAYMENT REIMBURSEMENT ARTICULATING TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
| SUBTOT | $48,999.55 |
$8,563,239.59 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1210-1-0I |
STEEL REINUN 615GR60 | LB |
76,224.00 | 0015 | $0.53848 | $38,992.84 | ||||||
1220-1-0I |
STL REINEXCO 615GR60 | LB |
5,432.00 | 0015 | $0.523110 | $2,699.46 | ||||||
1200-1-0I |
CLASS AA | SQFT |
20,140.95 | 0022 | $1.000000 | $19,133.90 | ||||||
1250-1-0I |
I BEAM TYP 5 | LF |
945.44 | 0032 | $229.278000 | $205,930.16 | ||||||
1210-1-0A |
STEEL REINUN 615GR60 | LB |
14,503.20 | 0017 | $0.538480 | $-7,419.20 | ||||||
1210-1-0A |
STEEL REINUN 615GR60 | LB |
28,338.50 | 0018 | $0.538480 | $-14,496.73 | ||||||
1210-1-0A |
STEEL REINUN 615GR60 | LB |
8,963.00 | 0019 | $0.538480 | $-4,585.08 | ||||||
1220-1-0A |
STL REINEXCO 615GR60 | LB |
5,382.00 | 0019 | $0.523110 | $-2,674.61 | ||||||
1210-1-0A |
STEEL REINUN 615GR60 | LB |
24,419.30 | 0027 | $0.538480 | $-12,491.84 | ||||||
1220-1-0A |
STL REINEXCO 615GR60 | LB |
50.00 | 0030 | $0.523110 | $-24.85 | ||||||
1250-1-0A |
I BEAM TYP 5 | LF |
945.44 | 0032 | $229.278000 | $-205,930.16 | ||||||
1200-1-0A |
CLASS AA | SQFT |
557.60 | 0035 | $1.000000 | $-529.72 | ||||||
1200-10C |
CLASS AA | SQFT |
0.00 | 0042 | $0.950000 | $-18,604.18 | ||||||
| SUBTOT | $-0.01 |
|||||||||||
| Project | DE04000521305 | Fed/State Project Number | FE02 040 0052 B00004N | 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 | DE04000521305 | Fed/State Project Number | FE02 040 0052 B00004N | Category | 0001 BRIDGE | |||||||
| 0010 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 50.00 | 2,000.00 | |||
| 0020 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 600.00 | 43,200.00 | |||
| 0030 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 222.00 | 222.000 | 0.000 | 0.000 | 33.95 | 0.00 | |||
| 0040 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,008.00 | 1,008.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0050 | STEEL REINFORCEMENT | 08150 | LB | 1,169.00 | 1,169.000 | 1,280.000 | 1,280.000 | 0.97 | 1,241.60 | |||
| 0060 | CLEAN & PAINT STRUCTURAL STEEL KY 52 BRIDGE OVER PAINT LICK CREEK | 08434 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 128,000.00 | 128,000.00 | |||
| 0070 | EPOXY SAND SLURRY | 08504 | SQYD | 131.00 | 131.000 | 128.700 | 128.700 | 38.00 | 4,890.60 | |||
| 0080 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 342.00 | 342.000 | 342.000 | 342.000 | 26.00 | 8,892.00 | |||
| 0090 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 19.00 | 19.000 | 25.400 | 25.400 | 1,200.00 | 30,480.00 | |||
| 0100 | BLAST CLEANING | 08549 | SQYD | 473.00 | 473.000 | 473.000 | 473.000 | 9.00 | 4,257.00 | |||
| 0110 | PIER REPAIR | 23031EN | SQFT | 192.00 | 192.000 | 192.000 | 192.000 | 190.00 | 36,480.00 | |||
| 0120 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 13.10 | 13.100 | 13.100 | 13.100 | 1,250.00 | 16,375.00 | |||
| Project | DE04000521305 | Fed/State Project Number | FE02 040 0052 B00004N | Category | 0002 DEMOBILIZATION | |||||||
| 0130 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 0.90 | 0.67 | |||
| SUBTOT | $0.00 |
$8,839,056.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | 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 | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0001 PAVING MADISON | |||||||
| 0010 | CRUSHED STONE BASE MADISON | 00003 | TON | 14,856.00 | 14,856.000 | 17,896.970 | 17,896.970 | 15.95 | 285,456.67 | |||
| 0020 | TRAFFIC BOUND BASE MADISON | 00020 | TON | 272.00 | 272.000 | 175.250 | 175.250 | 18.00 | 3,154.50 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 145.00 | 145.000 | 138.350 | 138.350 | 75.00 | 10,376.25 | |||
| 0040 | ASPHALT SEAL COAT | 00103 | TON | 17.00 | 17.000 | 17.000 | 17.000 | 650.00 | 11,050.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 MADISON | 00212 | TON | 12,294.00 | 12,294.000 | 11,099.560 | 11,099.560 | 63.90 | 709,261.88 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 MADISON | 00221 | TON | 403.00 | 403.000 | 312.000 | 312.000 | 66.70 | 20,810.40 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,388.00 | 2,388.000 | 3,017.910 | 3,017.910 | 77.65 | 234,340.71 | |||
| 0080 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 187.00 | 187.000 | 187.000 | 187.000 | 55.00 | 10,285.00 | |||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0002 ROADWAY MADISON | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8.00 | 8.000 | 294.590 | 294.590 | 20.00 | 5,891.80 | |||
| 0100 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 27.00 | 4,050.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 34.00 | 34.000 | 23.000 | 23.000 | 6.00 | 138.00 | |||
| 0130 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 3,677.00 | 3,677.000 | 1,716.000 | 1,716.000 | 3.00 | 5,148.00 | |||
| 0150 | TEMP DITCH | 02159 | LF | 7,092.00 | 7,092.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | CLEAN TEMP DITCH | 02160 | LF | 21,276.00 | 21,276.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0170 | ROADWAY EXCAVATION MADISON | 02200 | CUYD | 218,774.00 | 218,774.000 | 225,079.000 | 225,079.000 | 3.30 | 742,760.70 | |||
| 0180 | WATER | 02242 | MGAL | 2.90 | 2.900 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,700.00 | 1,700.000 | 1,706.250 | 1,706.250 | 15.46 | 26,378.62 | |||
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 30.00 | 120.00 | |||
| 0210 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,385.00 | 14,310.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0230 | TEMP GUARDRAIL | 02397 | LF | 875.00 | 875.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 100.00 | 4,800.00 | |||
| 0250 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 0260 | CHANNEL LINING CLASS IA | 02482 | TON | 178.00 | 178.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 1,506.00 | 1,506.000 | 747.420 | 747.420 | 19.00 | 14,200.98 | |||
| 0280 | CHANNEL LINING CLASS IV | 02488 | CUYD | 2,886.00 | 2,886.000 | 2,886.000 | 2,886.000 | 5.00 | 14,430.00 | |||
| 0290 | CLEARING AND GRUBBING MADISON CO APPROXIMATELY 35 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0300 | TEMPORARY SIGNS | 02562 | SQFT | 182.50 | 182.500 | 403.100 | 403.100 | 9.00 | 3,627.90 | |||
| 0310 | EDGE KEY | 02585 | LF | 57.00 | 57.000 | 0.000 | 0.000 | 33.50 | 0.00 | |||
| 0320 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,794.00 | 3,794.000 | 3,538.500 | 3,538.500 | 2.00 | 7,077.00 | |||
| 0330 | RETAINING WALL-GABION FOR GABION DITCH | 02610 | CUYD | 238.00 | 238.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC MADISON CO | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) MADISON COUNTY DIVERSION #5 REVISED: 9 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0360 | TEMP SILT FENCE | 02701 | LF | 7,092.00 | 7,092.000 | 5,018.000 | 5,018.000 | 3.00 | 15,054.00 | |||
| 0370 | SILT TRAP TYPE A | 02703 | EACH | 35.00 | 35.000 | 17.000 | 17.000 | 100.00 | 1,700.00 | |||
| 0380 | SILT TRAP TYPE B | 02704 | EACH | 35.00 | 35.000 | 14.000 | 14.000 | 120.00 | 1,680.00 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0410 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 105.00 | 105.000 | 1.000 | 1.000 | 5.00 | 5.00 | |||
| 0420 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0430 | CLEAN TEMP SILT FENCE | 02709 | LF | 21,276.00 | 21,276.000 | 250.000 | 250.000 | 0.40 | 100.00 | |||
| 0440 | SEDIMENTATION BASIN | 02711 | CUYD | 1,300.00 | 1,300.000 | 512.000 | 512.000 | 10.00 | 5,120.00 | |||
| 0450 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0460 | STAKING MADISON CO | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,000.00 | 37,000.00 | |||
| 0470 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0480 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,377.00 | 1,377.000 | 7,000.000 | 7,000.000 | 1.10 | 7,700.00 | |||
| 0490 | TEMP MULCH | 05952 | SQYD | 171,010.00 | 171,010.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0500 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 17,101.00 | 17,101.000 | 12,100.000 | 12,100.000 | 0.19 | 2,299.00 | |||
| 0510 | TOPDRESSING FERTILIZER | 05966 | TON | 12.20 | 12.200 | 12.000 | 12.000 | 695.00 | 8,340.00 | |||
| 0520 | SEEDING AND PROTECTION | 05985 | SQYD | 171,010.00 | 171,010.000 | 48,400.000 | 48,400.000 | 0.30 | 14,520.00 | |||
| 0530 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 46,920.00 | 46,920.000 | 5,324.000 | 5,324.000 | 0.16 | 851.84 | |||
| 0540 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 24,125.00 | 24,125.000 | 30,462.000 | 30,462.000 | 0.17 | 5,178.54 | |||
| 0550 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,036.00 | 33,036.000 | 41,101.000 | 41,101.000 | 0.16 | 6,576.16 | |||
| 0560 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 30.00 | 30.000 | 12.000 | 12.000 | 15.00 | 180.00 | |||
| 0570 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,132.00 | 1,132.000 | 2,766.000 | 2,766.000 | 1.50 | 4,149.00 | |||
| 0580 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0590 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 130.00 | 390.00 | |||
| 0600 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 0610 | FUEL ADJUSTMENT | 10020NS | DOLL | 101,585.00 | 101,585.000 | -82,172.690 | -82,172.690 | 1.00 | -82,172.69 | |||
| 0620 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 59,043.00 | 59,043.000 | -91,442.300 | -91,442.300 | 1.00 | -91,442.30 | |||
| 0630 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 135.00 | 135.000 | 135.000 | 135.000 | 140.00 | 18,900.00 | |||
| 0640 | GRANULAR PILE CORE | 20209EP69 | CUYD | 578.00 | 578.000 | 578.000 | 578.000 | 35.00 | 20,230.00 | |||
| 0650 | SAW CUT | 20430ED | LF | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0660 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 6,410.00 | 6,410.000 | 26,244.000 | 26,244.000 | 0.30 | 7,873.20 | |||
| 0670 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 707.00 | 707.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0680 | REMOVE AND RESET CRASH CUSHION | 23624EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0690 | R/W MONUMENT TYPE 3 | 24540 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0003 DRAINAGE MADISON | |||||||
| 0700 | ENTRANCE PIPE-15 IN | 00440 | LF | 201.00 | 201.000 | 221.000 | 221.000 | 18.00 | 3,978.00 | |||
| 0710 | ENTRANCE PIPE-18 IN | 00441 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 24.00 | 1,848.00 | |||
| 0720 | ENTRANCE PIPE-24 IN | 00443 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 40.00 | 2,560.00 | |||
| 0730 | CULVERT PIPE-18 IN | 00462 | LF | 432.00 | 432.000 | 432.000 | 432.000 | 41.00 | 17,712.00 | |||
| 0740 | CULVERT PIPE-24 IN | 00464 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 52.00 | 6,812.00 | |||
| 0750 | CULVERT PIPE-36 IN | 00468 | LF | 381.00 | 381.000 | 381.000 | 381.000 | 106.00 | 40,386.00 | |||
| 0760 | CULVERT PIPE-42 IN | 00469 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 124.00 | 3,968.00 | |||
| 0770 | PERFORATED PIPE-4 IN | 01000 | LF | 1,319.00 | 1,319.000 | 202.000 | 202.000 | 8.00 | 1,616.00 | |||
| 0780 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,884.00 | 2,884.000 | 169.000 | 169.000 | 10.00 | 1,690.00 | |||
| 0790 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0800 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 11.00 | 11.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0810 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 525.00 | 1,050.00 | |||
| 0820 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 485.00 | 485.00 | |||
| 0830 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,050.00 | 3,150.00 | |||
| 0840 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 7.000 | 7.000 | 1,150.00 | 8,050.00 | |||
| 0850 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,845.00 | 11,380.00 | |||
| 0860 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0870 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0880 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,755.00 | 8,265.00 | |||
| 0890 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,460.00 | 2,460.00 | |||
| 0900 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0910 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,115.00 | 1,115.000 | 566.800 | 566.800 | 3.50 | 1,983.80 | |||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0004 BRIDGE OVER TRIBUTARY OF PAINT LICK CREEK & MORAN SUMMIT RD | |||||||
| 0920 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 425.10 | 425.100 | 425.100 | 425.100 | 34.00 | 14,453.40 | |||
| 0930 | MASONRY COATING | 02998 | SQYD | 2,206.00 | 2,206.000 | 2,206.000 | 2,206.000 | 10.00 | 22,060.00 | |||
| 0940 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 91.00 | 91.000 | 91.000 | 91.000 | 50.00 | 4,550.00 | |||
| 0950 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 439.80 | 439.800 | 630.100 | 630.100 | 30.00 | 18,903.00 | |||
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 279.80 | 279.800 | 455.400 | 455.400 | 65.00 | 29,601.00 | |||
| 0970 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,970.00 | 2,970.000 | 2,256.320 | 2,256.320 | 32.00 | 72,202.24 | |||
| 0980 | TEST PILES | 08033 | LF | 55.00 | 55.000 | 57.410 | 57.410 | 77.00 | 4,420.57 | |||
| 0990 | PILES-STEEL HP12X53 | 08046 | LF | 384.00 | 384.000 | 422.210 | 422.210 | 47.00 | 19,843.87 | |||
| 1000 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 100.00 | 1,800.00 | |||
| 1010 | CONCRETE-CLASS A | 08100 | CUYD | 514.20 | 514.200 | 514.200 | 514.200 | 500.00 | 257,100.00 | |||
| 1020 | CONCRETE-CLASS AA | 08104 | CUYD | 599.60 | 599.600 | 599.600 | 599.600 | 540.00 | 323,784.00 | |||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 65,820.00 | 65,820.000 | 65,820.000 | 65,820.000 | 0.97 | 63,845.40 | |||
| 1040 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 156,879.00 | 156,879.000 | 156,879.000 | 156,879.000 | 0.96 | 150,603.84 | |||
| 1050 | RAIL SYSTEM TYPE III | 21532ED | LF | 694.80 | 694.800 | 694.800 | 694.800 | 96.00 | 66,700.80 | |||
| 1060 | DECK DRAIN | 23813EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 710.00 | 4,260.00 | |||
| 1070 | PPC I-BEAM HN60-49 | 24539EC | LF | 1,370.90 | 1,370.900 | 1,370.900 | 1,370.900 | 329.00 | 451,026.10 | |||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0005 SIGNING | |||||||
| 1080 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 63.50 | 63.500 | 52.300 | 52.300 | 13.00 | 679.90 | |||
| 1090 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 31.00 | 31.000 | 31.000 | 31.000 | 15.00 | 465.00 | |||
| 1100 | STEEL POST TYPE 2 | 06411 | LF | 197.00 | 197.000 | 216.000 | 216.000 | 8.35 | 1,803.60 | |||
| 1110 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| Project | DE07600521304 | Fed/State Project Number | STP 5283 (004) | Category | 0006 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1120 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 0.55 | 0.55 | |||
| 1130 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 0.90 | 0.67 | |||
| SUBTOT | $0.00 |
$12,692,629.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1070-1-0I |
I BEAM TYP 5 | LF |
2,782.30 | 0007 | $229.278000 | $606,024.17 | ||||||
1070-3-0I |
STEEL, STRUCTURAL | LB |
19,308.00 | 0012 | $0.493500 | $9,052.07 | ||||||
1070-2-0I |
STEEL, STRUCTURAL | LB |
50,246.00 | 0012 | $0.508000 | $24,248.72 | ||||||
1040-1-0I |
STL REINEXCO 615GR60 | LB |
13,876.00 | 0015 | $0.523100 | $6,895.74 | ||||||
1020-1-0I |
CLASS AA | SQFT |
22,618.81 | 0022 | $1.000000 | $21,487.87 | ||||||
1070-4-0I |
I BEAM TYP 5 | LF |
1,370.90 | 0032 | $229.278000 | $298,601.35 | ||||||
1040-1-0A |
STL REINEXCO 615GR60 | LB |
2,888.31 | 0018 | $0.523100 | $-1,435.36 | ||||||
1040-1-0A |
STL REINEXCO 615GR60 | LB |
7,041.00 | 0029 | $0.523100 | $-3,499.06 | ||||||
1070-4-0A |
I BEAM TYP 5 | LF |
1,370.90 | 0032 | $229.278000 | $-298,601.35 | ||||||
1040-1-0A |
STL REINEXCO 615GR60 | LB |
3,946.69 | 0040 | $0.523100 | $-1,961.33 | ||||||
1020-1-0A |
CLASS AA | SQFT |
585.00 | 0041 | $1.000000 | $-555.75 | ||||||
1070-20C |
STEEL, STRUCTURAL | LB |
0.00 | 0015 | $0.482600 | $-24,248.72 | ||||||
1070-30C |
STEEL, STRUCTURAL | LB |
0.00 | 0015 | $0.468825 | $-9,052.07 | ||||||
1070-10C |
I BEAM TYP 5 | LF |
0.00 | 0032 | $217.814100 | $-606,024.17 | ||||||
1020-10C |
CLASS AA | SQFT |
0.00 | 0042 | $0.950000 | $-20,932.12 | ||||||
| SUBTOT | $-0.01 |
|||||||||||