|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051140 | Estimate Number | 0108 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11360) Fuson, David D. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code VC0000099559 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 05/07/2011 TO 11/07/2012 | ||||||
| Date Approved | 11/27/2012 | ||||||
| Primary Proj Number | DE11800920540 | ||||||
| Project No. | FD04 118 0092 004-010 | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | JELLICO CREEK-WILLIAMSBURG ROAD (KY 92) JL01 | ||||||
| Description | FROM CORNBREAD BRANCH NEAR OLD JELLICO ROAD EAST TO KY 296 | ||||||
| Date Let | 08/05/2005 | Formal Acceptance | 12/17/2010 | ||||
| Date Awarded | 08/12/2005 | Date Work Began | 08/31/2005 | ||||
| Date Contract Executed | 08/25/2005 | Open To Traffic | 12/17/2010 | ||||
| Date NTP Issued | 08/25/2005 | Actual Completion Date | 06/18/2010 | ||||
| Current Contract Amount | $15,238,337.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,132,988.01 |
Total Earnings | $15,173,601.88 |
$15,133,446.78 |
$40,155.10 |
|
| Percent Complete | 99.58 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $64,735.66 |
Gross Earnings | $15,173,601.87 |
$15,133,446.77 |
$40,155.10 |
|
| Total Change Orders | $4,105,349.52 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,173,601.87 |
$15,133,446.77 |
$40,155.10 |
|||
| Contract Id | 051140 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0108 | Project Number | FD04 118 0092 004-010 | |||||||
| Contractor | HI-VIEW LLC | Period | 05/07/2011 TO 11/07/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary Access Road Maintenance | Approved | 11/10/2005 | $127,400.00 | 7.0 | |||||
| 002 | Fuel Adjustments, Seed Method Change, Value Engineering | Approved | 09/18/2006 | $248,709.23 | 4.0 | |||||
| 003 | University of The Cumberlands Access Road & Bon Hollow Road | Approved | 11/28/2006 | $1,272,433.54 | 63.0 | |||||
| 004 | Const. Rev. No. 2 / Roadway Excavation / Utility Relocation | Approved | 04/23/2007 | $-125,663.63 | 0.0 | |||||
| 005 | Project Extension STA 346+48.06 to STA 370+00 | Approved | 08/02/2007 | $1,756,286.63 | 0.0 | |||||
| 006 | Slide Removal RT STA 394+00 - 400+00 | Approved | 09/11/2007 | $77,900.00 | 4.0 | |||||
| 008 | Slide Removal RT STA 395+00 to 400+50 | Approved | 12/13/2007 | $83,432.00 | 0.0 | |||||
| 009 | Accelerated Completion | Approved | 04/20/2009 | $250,000.00 | -80.0 | |||||
| 010 | Slide Removal | Approved | 08/13/2009 | $86,086.00 | 0.0 | |||||
| 011 | Slide Repairs | Approved | 11/10/2009 | $51,229.90 | 0.0 | |||||
| 012 | Paint Creek Slide | Approved | 06/22/2010 | $527,536.25 | 0.0 | |||||
| 013 | Paint Creek Slide Revisions | Approved | 08/06/2010 | $-250,000.40 | 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 | 051140 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE11800920540 | |||||||
| Estimate Nbr | 0108 | Period | 05/07/2011 TO 11/07/2012 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30.00 | 30.000 | 109.360 | 109.360 | 25.00 | 2,734.00 | |||
| 0020 | PERFORATED PIPE-6 INCH | 01001 | LF | 2,765.00 | 2,125.000 | 2,426.000 | 2,426.000 | 12.00 | 29,112.00 | |||
| 0030 | PERFORATED PIPE-8 INCH | 01002 | LF | 355.00 | 955.000 | 260.000 | 260.000 | 16.00 | 4,160.00 | |||
| 0040 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 240.00 | 278.000 | 528.000 | 528.000 | 12.00 | 6,336.00 | |||
| 0050 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 4.00 | 4.000 | 30.000 | 30.000 | 12.00 | 360.00 | |||
| 0060 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 21.00 | 22.000 | 19.000 | 19.000 | 400.00 | 7,600.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0080 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 420.00 | 2,100.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0100 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0110 | BARRICADE-TYPE II | 02013 | EACH | 48.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 8.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 0130 | TEMPORARY DITCH | 02159 | LF | 27,217.00 | 4,817.000 | 4,805.000 | 4,805.000 | 1.00 | 4,805.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 4,174,458.80 | 4,182,708.800 | 4,224,742.050 | 4,224,742.050 | 1.79 | 7,562,288.26 | |||
| 0150 | FENCE-4 FT CHAIN LINK | 02273 | LF | 420.00 | 420.000 | 414.000 | 414.000 | 14.85 | 6,147.90 | |||
| 0160 | REMOVE & RESET GUARDRAIL | 02383 | LF | 375.00 | 825.000 | 1,275.000 | 1,275.000 | 11.90 | 15,172.50 | |||
| 0170 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 280.00 | 280.000 | 280.000 | 280.000 | 73.90 | 20,692.00 | |||
| 0180 | PLUG WATER WELL | 02475 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
| 0190 | CHANNEL LINING CLASS II | 02483 | TON | 1,711.00 | 861.000 | 858.510 | 858.510 | 12.65 | 10,860.15 | |||
| 0200 | CHANNEL LINING CLASS III | 02484 | TON | 12,016.00 | 10,855.000 | 5,630.810 | 5,630.810 | 12.65 | 71,229.74 | |||
| 0210 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,583.70 | 4,083.700 | 12,496.520 | 12,496.520 | 4.00 | 49,986.08 | |||
| 0220 | CLEARING AND GRUBBING 209 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 209,000.00 | 209,000.00 | |||
| 0230 | SIGNS | 02562 | SQFT | 226.00 | 476.000 | 431.500 | 431.500 | 10.00 | 4,315.00 | |||
| 0240 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 17,323.00 | 21,623.000 | 23,157.165 | 23,157.165 | 2.00 | 46,314.33 | |||
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,000.00 | 27,000.00 | |||
| 0260 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0270 | TEMPORARY SILT FENCE | 02701 | LF | 330.00 | 10,830.000 | 13,326.000 | 13,326.000 | 6.00 | 79,956.00 | |||
| 0280 | SILT TRAP TYPE A ALT 1 | 02703 | EACH | 35.00 | 35.000 | 9.000 | 9.000 | 100.00 | 900.00 | |||
| 0290 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 18.000 | 13.000 | 13.000 | 150.00 | 1,950.00 | |||
| 0300 | SILT TRAP TYPE B ALT 2 | 02704 | EACH | 352.00 | 512.000 | 219.000 | 219.000 | 50.00 | 10,950.00 | |||
| 0310 | CLEAN SILT TRAP TYPE A ALT 1 | 02706 | EACH | 105.00 | 125.000 | 11.000 | 11.000 | 20.00 | 220.00 | |||
| 0320 | CLEAN SILT TRAP TYPE A ALT 2 | 02706 | EACH | 24.00 | 24.000 | 4.000 | 4.000 | 20.00 | 80.00 | |||
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,056.00 | 1,251.000 | 361.000 | 361.000 | 10.00 | 3,610.00 | |||
| 0340 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 990.00 | 13,990.000 | 2,050.000 | 2,050.000 | 3.00 | 6,150.00 | |||
| 0350 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0360 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,396.00 | 11,896.000 | 16,956.360 | 16,956.360 | 1.23 | 20,856.32 | |||
| 0370 | TEMPORARY MULCH | 05952 | SQYD | 1,011,560.00 | 1,056,717.000 | 93,727.069 | 93,727.069 | 0.13 | 12,184.51 | |||
| 0380 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 69,983.00 | 215,183.000 | 239,144.279 | 239,144.279 | 0.18 | 43,045.97 | |||
| 0390 | TOPDRESSING FERTILIZER | 05966 | TON | 27.00 | 29.100 | 12.000 | 12.000 | 490.00 | 5,880.00 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 524,282.00 | 304,282.000 | 175,159.516 | 175,159.516 | 0.28 | 49,044.66 | |||
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 102,427.00 | 21,636.000 | 40,230.286 | 40,230.286 | 0.18 | 7,241.45 | |||
| 0420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 920.00 | 20,920.000 | 23,165.000 | 23,165.000 | 0.80 | 18,532.00 | |||
| 0430 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,360.00 | 4,360.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0440 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 83.00 | 483.000 | 109.000 | 109.000 | 5.25 | 572.25 | |||
| 0450 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0460 | CRUSHED STONE BASE | 00003 | TON | 690.00 | 15,787.000 | 17,350.360 | 17,350.360 | 20.00 | 347,007.20 | |||
| 0470 | TRAFFIC BOUND BASE | 00020 | TON | 633.30 | 3,883.300 | 3,309.570 | 3,309.570 | 12.00 | 39,714.84 | |||
| 0480 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | TON | 264.00 | 264.000 | 0.000 | 0.000 | 67.50 | 0.00 | |||
| 0490 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 82.50 | 82.500 | 95.730 | 95.730 | 80.00 | 7,658.40 | |||
| 0500 | ENTRANCE PIPE-15 INCH | 00440 | LF | 172.00 | 319.000 | 328.000 | 328.000 | 26.00 | 8,528.00 | |||
| 0510 | ENTRANCE PIPE-18 INCH | 00441 | LF | 107.00 | 196.000 | 296.000 | 296.000 | 28.68 | 8,489.28 | |||
| 0520 | ENTRANCE PIPE-24 INCH | 00443 | LF | 186.20 | 258.200 | 395.300 | 395.300 | 31.95 | 12,629.83 | |||
| 0530 | ENTRANCE PIPE-30 INCH | 00445 | LF | 51.00 | 95.000 | 94.600 | 94.600 | 34.50 | 3,263.70 | |||
| 0540 | CULVERT PIPE-15 INCH | 00461 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 32.65 | 0.00 | |||
| 0550 | CULVERT PIPE-18 INCH | 00462 | LF | 527.30 | 667.900 | 744.100 | 744.100 | 45.48 | 33,841.66 | |||
| 0560 | CULVERT PIPE-24 INCH | 00464 | LF | 719.20 | 891.200 | 1,056.200 | 1,056.200 | 52.75 | 55,714.55 | |||
| 0570 | CULVERT PIPE-30 INCH | 00466 | LF | 820.80 | 820.800 | 820.900 | 820.900 | 68.85 | 56,518.96 | |||
| 0580 | CULVERT PIPE-36 INCH | 00468 | LF | 609.70 | 609.700 | 609.800 | 609.800 | 89.50 | 54,577.10 | |||
| 0590 | CULVERT PIPE-42 INCH | 00469 | LF | 398.60 | 398.600 | 398.700 | 398.700 | 102.75 | 40,966.42 | |||
| 0600 | CULVERT PIPE-48 INCH | 00470 | LF | 130.20 | 130.200 | 130.200 | 130.200 | 130.22 | 16,954.64 | |||
| 0610 | CULVERT PIPE-54 INCH | 00471 | LF | 589.00 | 589.000 | 589.000 | 589.000 | 187.30 | 110,319.70 | |||
| 0620 | CULVERT PIPE-66 INCH | 00473 | LF | 605.20 | 605.200 | 605.200 | 605.200 | 263.26 | 159,324.95 | |||
| 0630 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,340.00 | 2,340.00 | |||
| 0640 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 2,700.00 | 18,900.00 | |||
| 0650 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0660 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0670 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0680 | ROADWAY EXCAVATION | 02200 | CUYD | 474.00 | 474.000 | 119.900 | 119.900 | 1.79 | 214.62 | |||
| 0690 | CONCRETE-CLASS A | 08100 | CUYD | 96.87 | 103.620 | 101.220 | 101.220 | 800.00 | 80,976.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 5,997.00 | 6,037.000 | 6,005.000 | 6,005.000 | 1.00 | 6,005.00 | |||
| 8000 | EW~ Maintain Temporary Access Road Hourly Rate | 10103NX | HOUR | 0.00 | 220.000 | 214.350 | 214.350 | 225.00 | 48,228.75 | |||
| 8001 | EW~ Blasting - Temporary Access Road | 10090NX | LS | 0.00 | 1.000 | 0.390 | 0.390 | 10,000.00 | 3,900.00 | |||
| 8002 | SEEDING AND PROTECTION MIXTURE NO. III | 05985 | SQYD | 0.00 | 435,948.000 | 743,803.740 | 743,803.740 | 0.34 | 252,893.27 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 175,000.000 | 211,620.440 | 211,620.440 | 1.00 | 211,620.44 | |||
| 8004 | VALUE ENGINEERING Value Engineering Proposal 1 | 10121NX | DOLL | 0.00 | 4,988.840 | 4,988.840 | 4,988.840 | 1.00 | 4,988.84 | |||
| 8005 | ROADWAY EXCAVATION University of The Cumberlands Access Road | 02200 | CUYD | 0.00 | 90,504.000 | 97,548.700 | 97,548.700 | 8.00 | 780,389.60 | |||
| 8006 | DROP BOX INLET TYPE 3 University of The Cumberlands Access Road | 01496 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 8007 | GUARDRAIL-STEEL W BEAM-S FACE University of The Cumberlands Access Road | 02351 | LF | 0.00 | 4,612.500 | 5,287.500 | 5,287.500 | 22.14 | 117,065.25 | |||
| 8008 | GUARDRAIL END TREATMENT TYPE 7 University of The Cumberlands Access Road | 02371 | EACH | 0.00 | 20.000 | 14.000 | 14.000 | 1,035.00 | 14,490.00 | |||
| 8009 | CLEARING AND GRUBBING University of The Cumberlands Access Road | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,330.00 | 9,330.00 | |||
| 8010 | MAINTAIN & CONTROL TRAFFIC University of The Cumberlands Access Road | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8011 | STAKING University of The Cumberlands Access Road | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,607.00 | 19,607.00 | |||
| 8012 | CONCRETE-CLASS B University of The Cumberlands Access Road | 02555 | CUYD | 0.00 | 50.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 8013 | ROADWAY EXCAVATION Stockpiled SS/DS for ML STA 346+48 to STA 370+00 | 02200 | CUYD | 0.00 | 0.000 | 3,220.000 | 3,220.000 | 4.79 | 15,423.80 | |||
| 8014 | STAKING ML STA 586+50-589+50 & Bon Hollow Road | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,180.00 | 1,180.00 | |||
| 8015 | CLEARING AND GRUBBING ML STA 586+50-589+50 & Bon Hollow Road | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,360.00 | 1,360.00 | |||
| 8016 | MAINTAIN & CONTROL TRAFFIC ML STA 586+50-589+50 & Bon Hollow Road | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8017 | EW~ Utility Relocation Reimbursement | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,048.62 | 24,048.62 | |||
| 8018 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 200.000 | 44.400 | 44.400 | 20.00 | 888.00 | |||
| 8019 | CHANNEL LINING CLASS IV Paint Creek Channel Lining | 02488 | CUYD | 0.00 | 6,058.000 | 6,386.910 | 6,386.910 | 11.00 | 70,256.01 | |||
| 8020 | ASPHALT SEAL AGGREGATE Project Extension | 00100 | TON | 0.00 | 70.000 | 26.444 | 26.444 | 86.63 | 2,290.84 | |||
| 8021 | LEVELING & WEDGING PG64-22 Project Extension | 00190 | TON | 0.00 | 200.000 | 104.480 | 104.480 | 69.30 | 7,240.46 | |||
| 8022 | CL1 ASPH BASE 1.00D PG64-22 Project Extension | 00211 | TON | 0.00 | 3,630.000 | 0.000 | 0.000 | 61.95 | 0.00 | |||
| 8023 | CL2 ASPH BASE 1.00D PG64-22 Project Extension | 00212 | TON | 0.00 | 5,537.000 | 8,756.100 | 8,756.100 | 61.95 | 542,440.39 | |||
| 8024 | EMULSIFIED ASPHALT RS-2 Project Extension | 00291 | TON | 0.00 | 8.500 | 3.939 | 3.939 | 525.00 | 2,067.97 | |||
| 8025 | DROP BOX INLET TYPE 1 Project Extension | 01490 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 8026 | DELINEATOR FOR BARRIER-WHITE Project Extension | 01984 | EACH | 0.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8027 | RELOCATE TEMP CONC MED BARRIER Project Extension | 02003 | LF | 0.00 | 1,000.000 | 480.000 | 480.000 | 3.00 | 1,440.00 | |||
| 8028 | EMBANKMENT IN PLACE Project Extension | 02230 | CUYD | 0.00 | 74,990.000 | 75,023.110 | 75,023.110 | 9.85 | 738,977.63 | |||
| 8029 | GUARDRAIL-STEEL W BEAM-S FACE Project Extension | 02351 | LF | 0.00 | 2,425.000 | 1,850.000 | 1,850.000 | 17.75 | 32,837.50 | |||
| 8030 | GUARDRAIL TERMINAL SECTION NO 1 Project Extension | 02360 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 47.25 | 189.00 | |||
| 8031 | REMOVE GUARDRAIL Project Extension | 02381 | LF | 0.00 | 1,925.000 | 1,431.250 | 1,431.250 | 1.47 | 2,103.93 | |||
| 8032 | GUARDRAIL END TREATMENT TYPE 4A Project Extension | 02391 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 2,113.65 | 2,113.65 | |||
| 8033 | CLEARING AND GRUBBING Project Extension (12 Acres) | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 8034 | MAINTAIN & CONTROL TRAFFIC Project Extension | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 8035 | DIVERSIONS (BY-PASS DETOURS) Project Extension | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8036 | SAFELOADING Project Extension | 02690 | CUYD | 0.00 | 30.500 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8037 | STAKING Project Extension | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8038 | CRASH CUSHION TYPE VI-T Project Extension | 02894 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 5,092.50 | 0.00 | |||
| 8039 | RELOCATE CRASH CUSHION Project Extension | 02898 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 1,470.00 | 0.00 | |||
| 8040 | PAVE STRIPING REMOVAL-4 INCH Project Extension | 06530 | LF | 0.00 | 12,500.000 | 641.000 | 641.000 | 0.85 | 544.85 | |||
| 8041 | TEMP CONC MED BARRIER Project Extension | 20471ES509 | LF | 0.00 | 500.000 | 820.000 | 820.000 | 25.00 | 20,500.00 | |||
| 8042 | EW~ Slide Removal RT STA 394+00 - 400+00 | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8043 | CL2 ASPH BASE 1.00D PG64-22 ML Base STA 542+00 to STA 629+00 & Approaches | 00212 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 55.91 | 0.00 | |||
| 8044 | CL2 ASPH SURF 0.38D PG64-22 ML Surface STA 542+00 to STA 629+00 & Approaches | 00301 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 59.06 | 0.00 | |||
| 8045 | MOBILIZATION FOR MILL & TEXT ML STA 542+00 to STA 629+00 & Approaches | 02676 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,850.00 | 0.00 | |||
| 8046 | ASPH PAVE MILLING & TEXTURING ML STA 542+00 to STA 629+00 & Approaches | 02677 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 8047 | GUARDRAIL END TREATMENT TYPE 3 ML STA 542+00 to STA 629+00 & Approaches | 02373 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 8048 | CLEARING AND GRUBBING ML STA 542+00 to STA 629+00 & Approaches (1 Acre) | 02545 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 8049 | ROADWAY EXCAVATION ML STA 542+00 to STA 629+00 & Approaches | 02200 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 8050 | DIVERSIONS (BY-PASS DETOURS) ML STA 542+00 to STA 629+00 & Approaches | 02651 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 8051 | MAINTAIN & CONTROL TRAFFIC ML STA 542+00 to STA 629+00 & Approaches | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 8052 | REMOVE PAVEMENT ML STA 542+00 to STA 629+00 & Approaches | 02091 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8053 | STAKING ML STA 542+00 to STA 629+00 & Approaches | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 8054 | PAVE STRIPING-PERM PAINT-4 IN ML STA 542+00 to STA 629+00 & Approaches | 06514 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 8055 | PAVE MARKING-THERMO STOP BAR-12IN ML STA 542+00 to STA 629+00 & Approaches | 06567 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 8056 | ROADWAY EXCAVATION Slide Removal RT STA 395+00 to 400+50 | 02200 | CUYD | 0.00 | 40,952.000 | 40,952.000 | 40,952.000 | 3.50 | 143,332.00 | |||
| 8057 | ACCELERATION COST STA 370+00 to 430+00 | 10075NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8058 | ACCELERATION COST STA 545+00 to 625+00 | 10075NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8059 | ACCELERATION COST STA 430+00 to 545+00 | 10075NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8060 | INCENTIVE/DISINCENTIVE Overall Completion $3,000 per day | 02571 | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 8061 | ROADWAY EXCAVATION Removal of slide | 02200 | CUYD | 0.00 | 9,000.000 | 7,476.200 | 7,476.200 | 4.00 | 29,904.80 | |||
| 8062 | ROADWAY EXCAVATION Replacement of slide | 02200 | CUYD | 0.00 | 8,000.000 | 4,841.600 | 4,841.600 | 4.50 | 21,787.20 | |||
| 8063 | ROADWAY EXCAVATION Stabilization of slide | 02200 | CUYD | 0.00 | 8,000.000 | 7,900.000 | 7,900.000 | 1.00 | 7,900.00 | |||
| 8064 | HORIZONTAL DRAIN | 22410EN | LF | 0.00 | 1,840.000 | 1,840.000 | 1,840.000 | 26.99 | 49,661.60 | |||
| 8066 | EW~ Horizontal Drain Prep | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,960.00 | 11,960.00 | |||
| 8067 | ROADWAY EXCAVATION Paint Creek Slide Finger Drains | 02200 | CUYD | 0.00 | 1,400.000 | 2,618.000 | 2,618.000 | 20.00 | 52,360.00 | |||
| 8068 | CHANNEL LINING CLASS III Paint Creek Slide Finger Drains | 02484 | TON | 0.00 | 2,010.000 | 2,995.610 | 2,995.610 | 31.33 | 93,852.46 | |||
| 8069 | CRUSHED AGGREGATE SIZE NO 2 Paint Creek Slide Repair | 00078 | TON | 0.00 | 6,050.000 | 6,049.560 | 6,049.560 | 19.75 | 119,478.81 | |||
| 8070 | ROADWAY EXCAVATION Paint Creek Slide Repair | 02200 | CUYD | 0.00 | 13,751.000 | 20,387.480 | 20,387.480 | 12.50 | 254,843.50 | |||
| 8071 | SPECIAL EXCAVATION | 02204 | CUYD | 0.00 | 225.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 8072 | ROADWAY EXCAVATION-SPECIAL Slide RT Sta 400+20 | 22978EN | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 8073 | EMBANKMENT IN PLACE Slide Embankment | 02230 | CUYD | 0.00 | 8,900.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0002 BRIDGE | |||||||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 160.30 | 160.300 | 161.200 | 161.200 | 296.00 | 47,715.20 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 28,642.00 | 28,642.000 | 28,642.000 | 28,642.000 | 0.74 | 21,195.08 | |||
| 0730 | FOUNDATION PREPARATION DRAWING NO. 24914 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,216.34 | 8,216.34 | |||
| 0740 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 665.00 | 665.000 | 270.300 | 270.300 | 60.00 | 16,218.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0003 BRIDGE | |||||||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 600.30 | 600.300 | 600.300 | 600.300 | 296.00 | 177,688.80 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 156,179.00 | 156,179.000 | 156,179.000 | 156,179.000 | 0.74 | 115,572.46 | |||
| 0770 | FOUNDATION PREPARATION DRAWING NO. 24915 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,573.07 | 6,573.07 | |||
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 40.400 | 40.400 | 60.00 | 2,424.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0004 BRIDGE | |||||||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 181.30 | 181.300 | 183.600 | 183.600 | 296.00 | 54,345.60 | |||
| 0800 | STEEL REINFORCEMENT | 08150 | LB | 29,704.00 | 29,704.000 | 30,080.832 | 30,080.832 | 0.74 | 22,259.81 | |||
| 0810 | FOUNDATION PREPARATION DRAWING NO. 24916 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,929.80 | 4,929.80 | |||
| 0820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 20.000 | 20.000 | 60.00 | 1,200.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0005 BRIDGE | |||||||
| 0830 | CONCRETE-CLASS A | 08100 | CUYD | 150.40 | 150.400 | 150.400 | 150.400 | 296.00 | 44,518.40 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 21,860.00 | 21,860.000 | 21,860.000 | 21,860.000 | 0.74 | 16,176.40 | |||
| 0850 | FOUNDATION PREPARATION DRAWING NO. 24917 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,394.71 | 7,394.71 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0006 BRIDGE | |||||||
| 0860 | CONCRETE-CLASS A | 08100 | CUYD | 180.00 | 180.000 | 180.000 | 180.000 | 296.00 | 53,280.00 | |||
| 0870 | STEEL REINFORCEMENT | 08150 | LB | 31,156.00 | 31,156.000 | 31,156.000 | 31,156.000 | 0.74 | 23,055.44 | |||
| 0880 | FOUNDATION PREPARATION DRAWING NO. 24918 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,929.80 | 4,929.80 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0007 BRIDGE | |||||||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 103.70 | 103.700 | 103.700 | 103.700 | 296.00 | 30,695.20 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 7,877.00 | 7,877.000 | 7,877.000 | 7,877.000 | 0.74 | 5,828.98 | |||
| 0910 | FOUNDATION PREPARATION DRAWING NO. 24919 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,929.80 | 4,929.80 | |||
| 0920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0008 BRIDGE | |||||||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 652.00 | 652.000 | 658.010 | 658.010 | 296.00 | 194,770.96 | |||
| 0940 | STEEL REINFORCEMENT | 08150 | LB | 108,606.00 | 108,606.000 | 108,739.070 | 108,739.070 | 0.74 | 80,466.91 | |||
| 0950 | FOUNDATION PREPARATION DRAWING NO. 24920 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,573.07 | 6,573.07 | |||
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0009 BRIDGE | |||||||
| 0970 | CONCRETE-CLASS A | 08100 | CUYD | 286.10 | 286.100 | 286.100 | 286.100 | 296.00 | 84,685.60 | |||
| 0980 | STEEL REINFORCEMENT | 08150 | LB | 52,316.00 | 52,316.000 | 52,316.000 | 52,316.000 | 0.74 | 38,713.84 | |||
| 0990 | FOUNDATION PREPARATION DRAWING NO. 24922 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,929.80 | 4,929.80 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0010 DEMOBILIZATION | |||||||
| 1000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 264,500.00 | 264,500.00 | |||
| 1010 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 160,620.39 | 40,155.09 | 160,620.39 | |
| 8065 | DEMOBILIZATION Paint Creek Horizontal Drains | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,835.00 | 2,835.00 | |||
| Project | DE11800920540 | Fed/State Project Number | FD04 118 0092 004-010 | Category | 0011 LANDSCAPING | |||||||
| 1020 | TREE | 20000ES724 | EACH | 715.00 | 0.000 | 0.000 | 0.000 | 12.70 | 0.00 | |||
| 1030 | SHRUB | 20001ES724 | EACH | 4,135.00 | 0.000 | 0.000 | 0.000 | 12.70 | 0.00 | |||
| 1040 | GRASS SEEDING | 20489ED | LB | 85.00 | 0.000 | 0.000 | 0.000 | 37.25 | 0.00 | |||
| 1050 | HERBACEOUS MIX | 20490ED | LB | 65.00 | 0.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 1060 | WILD FLOWER MIX | 20491ED | LB | 245.00 | 0.000 | 0.000 | 0.000 | 57.50 | 0.00 | |||
| 1070 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,790.00 | 15,790.000 | 300.000 | 300.000 | 2.22 | 666.00 | |||
| 1080 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 200.00 | 200.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1090 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 5,250.00 | 5,250.000 | 5,236.000 | 5,236.000 | 6.00 | 31,416.00 | |||
| 1100 | CONSTRUCTED RIFFLES | 21055ED | SQFT | 57.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1110 | CROSS VANE | 21057ED | LF | 1,650.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1120 | ENERGY DISSIPATING POOL | 21056ND | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 1130 | LIVE STAKES | 21057ND | EACH | 11,950.00 | 0.000 | 0.000 | 0.000 | 5.55 | 0.00 | |||
| SUBTOT | $40,155.09 |
$15,173,601.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0840-1-0I |
Steel Reinforcement | LB |
22,884.00 | 0003 | $0.351000 | $8,032.28 | ||||||
0940-1-0I |
Steel Reinforcement | LB |
111,069.00 | 0003 | $0.351000 | $38,985.21 | ||||||
0760-1-0I |
Steel Reinforcement | LB |
156,179.00 | 0017 | $0.090450 | $14,126.39 | ||||||
0550-1-0I |
18" Culvert Pipe | LF |
175.50 | 0019 | $10.960000 | $1,923.48 | ||||||
0560-1-0I |
24" Culvert Pipe | LF |
118.80 | 0019 | $17.680000 | $2,100.38 | ||||||
0590-1-0I |
42" Culvert Pipe | LF |
142.40 | 0019 | $33.610000 | $4,786.06 | ||||||
0600-1-0I |
48" Culvert Pipe | LF |
130.20 | 0019 | $38.380000 | $4,997.07 | ||||||
0620-1-0I |
66" Culvet Pipe | LF |
313.20 | 0019 | $84.430000 | $26,443.47 | ||||||
0560-4-0I |
STA 573+42 | LF |
98.70 | 0025 | $17.420000 | $1,719.35 | ||||||
0560-3-0I |
STA 564+89 | LF |
113.50 | 0025 | $17.190000 | $1,951.06 | ||||||
0560-2-0I |
STA 546+57 | LF |
76.20 | 0025 | $18.010000 | $1,372.36 | ||||||
0570-1-0I |
STA 558+41 | LF |
97.30 | 0025 | $21.170000 | $2,059.84 | ||||||
0580-1-0I |
Culvert STA 551+70 | LF |
108.10 | 0025 | $28.535060 | $3,084.63 | ||||||
0500-2-0I |
Entrance STA 429+75 Pipe & Bands | LF |
77.00 | 0031 | $7.410000 | $570.57 | ||||||
0500-1-0I |
Entrance STA 386+00 Pipe & Bands | LF |
35.00 | 0031 | $7.540000 | $263.90 | ||||||
0530-1-0I |
Pipe & Bands Entrance STA 386+00 | LF |
51.00 | 0031 | $14.510000 | $740.01 | ||||||
0590-2-0I |
ML STA 391+92 Pipe & Bands | LF |
99.80 | 0031 | $33.080000 | $3,301.38 | ||||||
0620-3-0I |
Entrance STA 409+50 Pipe & Bands | LF |
151.00 | 0031 | $79.370000 | $11,984.87 | ||||||
0620-2-0I |
Entrance STA 406+00 Pipe & Bands | LF |
141.00 | 0031 | $78.960000 | $11,133.36 | ||||||
0550-3-0I |
Culvert Pipe & Bands STA 51+84 | LF |
113.90 | 0033 | $12.470000 | $1,420.33 | ||||||
0550-2-0I |
Culvert Pipe & Bands STA 533+20 | LF |
175.50 | 0033 | $12.490000 | $2,191.99 | ||||||
0560-5-0I |
Culvert Pipe & Bands STA 514+03 | LF |
168.40 | 0033 | $17.320000 | $2,916.68 | ||||||
0570-3-0I |
Culvert Pipe & Bands STA 518+42 | LF |
135.20 | 0033 | $20.540000 | $2,777.00 | ||||||
0570-2-0I |
Culvert Pipe & Bands STA 530+46 | LF |
155.20 | 0033 | $20.830000 | $3,232.81 | ||||||
0590-3-0I |
Culvert Pipe & Bands STA 526+43 | LF |
156.40 | 0033 | $33.220000 | $5,195.60 | ||||||
0610-1-0I |
Culvert Pipe and Bands | LF |
131.00 | 0033 | $42.870000 | $5,615.97 | ||||||
0540-1-0I |
15" Culvert Pipe & Bands | LF |
100.00 | 0039 | $10.550000 | $1,055.00 | ||||||
0560-6-0I |
24" Culvert Pipe & Bands | LF |
143.60 | 0039 | $17.270000 | $2,479.97 | ||||||
0570-4-0I |
30" Culvert Pipe & Bands | LF |
203.50 | 0039 | $20.780000 | $4,228.73 | ||||||
0580-2-0I |
36" Culvert Pipe & Bands | LF |
429.60 | 0039 | $28.980000 | $12,449.80 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
13,310.92 | 0003 | $0.351000 | $-4,672.13 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
33,047.81 | 0004 | $0.351000 | $-11,599.78 | ||||||
0840-1-0A |
Steel Reinforcement | LB |
4,852.96 | 0005 | $0.351000 | $-1,703.39 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
3,354.06 | 0005 | $0.351000 | $-1,177.28 | ||||||
0840-1-0A |
Steel Reinforcement | LB |
5,432.89 | 0006 | $0.351000 | $-1,906.94 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
2,018.57 | 0007 | $0.351000 | $-708.52 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
2,018.57 | 0008 | $0.351000 | $-708.52 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
10,593.92 | 0009 | $0.351000 | $-3,718.47 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
9,056.99 | 0010 | $0.351000 | $-3,179.00 | ||||||
0840-1-0A |
Steel Reinforcement | LB |
4,761.89 | 0011 | $0.351000 | $-1,671.42 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
1,226.07 | 0011 | $0.351000 | $-430.35 | ||||||
0840-1-0A |
Steel Reinforcement | LB |
2,677.71 | 0012 | $0.351000 | $-939.88 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
12,402.87 | 0013 | $0.351000 | $-4,353.41 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
9,608.16 | 0014 | $0.351000 | $-3,372.46 | ||||||
0940-1-0A |
Steel Reinforcement | LB |
14,431.02 | 0015 | $0.351000 | $-5,065.29 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
25,835.00 | 0017 | $0.090450 | $-2,336.78 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
24,717.00 | 0018 | $0.090450 | $-2,235.65 | ||||||
0590-1-0A |
42" Culvert Pipe | LF |
142.40 | 0019 | $33.610000 | $-4,786.06 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
15,168.00 | 0019 | $0.090450 | $-1,371.95 | ||||||
0560-1-0A |
24" Culvert Pipe | LF |
118.80 | 0020 | $17.680000 | $-2,100.38 | ||||||
0600-1-0A |
48" Culvert Pipe | LF |
130.20 | 0020 | $38.380000 | $-4,997.07 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
7,441.00 | 0020 | $0.090450 | $-673.04 | ||||||
0620-1-0A |
66" Culvet Pipe | LF |
313.20 | 0021 | $84.430000 | $-26,443.47 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
23,468.00 | 0021 | $0.090450 | $-2,122.68 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
10,381.00 | 0022 | $0.090450 | $-938.96 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
23,287.00 | 0024 | $0.090450 | $-2,106.31 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
18,212.00 | 0025 | $0.090450 | $-1,647.28 | ||||||
0560-4-0A |
STA 573+42 | LF |
98.70 | 0026 | $17.420000 | $-1,719.35 | ||||||
0560-3-0A |
STA 564+89 | LF |
98.70 | 0026 | $17.190000 | $-1,696.65 | ||||||
0560-2-0A |
STA 546+57 | LF |
76.20 | 0026 | $18.010000 | $-1,372.36 | ||||||
0760-1-0A |
Steel Reinforcement | LB |
7,670.00 | 0026 | $0.090450 | $-693.75 | ||||||
0560-3-0A |
STA 564+89 | LF |
14.80 | 0027 | $17.190000 | $-254.41 | ||||||
0580-1-0A |
Culvert STA 551+70 | LF |
108.10 | 0027 | $28.535060 | $-3,084.63 | ||||||
0550-1-0A |
18" Culvert Pipe | LF |
86.50 | 0030 | $10.960000 | $-948.04 | ||||||
0620-3-0A |
Entrance STA 409+50 Pipe & Bands | LF |
151.00 | 0035 | $79.370000 | $-11,984.87 | ||||||
0620-2-0A |
Entrance STA 406+00 Pipe & Bands | LF |
141.00 | 0035 | $78.960000 | $-11,133.36 | ||||||
0570-3-0A |
Culvert Pipe & Bands STA 518+42 | LF |
97.30 | 0036 | $20.540000 | $-1,998.54 | ||||||
0570-2-0A |
Culvert Pipe & Bands STA 530+46 | LF |
97.30 | 0036 | $20.830000 | $-2,026.76 | ||||||
0570-1-0A |
STA 558+41 | LF |
97.30 | 0036 | $21.170000 | $-2,059.84 | ||||||
0570-0-0A |
CULVERT PIPE-30 INCH |
|
0.00 | 0036 | $ | $4,025.30 | ||||||
0620-0-0A |
CULVERT PIPE-66 INCH |
|
0.00 | 0036 | $ | $11,133.36 | ||||||
0610-1-0A |
Culvert Pipe and Bands | LF |
131.00 | 0038 | $42.870000 | $-5,615.97 | ||||||
0570-4-0A |
30" Culvert Pipe & Bands | LF |
203.50 | 0039 | $20.780000 | $-4,228.73 | ||||||
0570-3-0A |
Culvert Pipe & Bands STA 518+42 | LF |
37.90 | 0039 | $20.540000 | $-778.46 | ||||||
0570-2-0A |
Culvert Pipe & Bands STA 530+46 | LF |
57.90 | 0039 | $20.830000 | $-1,206.05 | ||||||
0580-2-0A |
36" Culvert Pipe & Bands | LF |
239.30 | 0043 | $28.980000 | $-6,934.91 | ||||||
0550-3-0A |
Culvert Pipe & Bands STA 51+84 | LF |
113.90 | 0048 | $12.470000 | $-1,420.33 | ||||||
0550-2-0A |
Culvert Pipe & Bands STA 533+20 | LF |
113.90 | 0048 | $12.490000 | $-1,422.61 | ||||||
0550-1-0A |
18" Culvert Pipe | LF |
89.00 | 0048 | $10.960000 | $-975.44 | ||||||
0560-6-0A |
24" Culvert Pipe & Bands | LF |
143.60 | 0048 | $17.270000 | $-2,479.97 | ||||||
0550-2-0A |
Culvert Pipe & Bands STA 533+20 | LF |
61.60 | 0051 | $12.490000 | $-769.38 | ||||||
0500-2-0A |
Entrance STA 429+75 Pipe & Bands | LF |
40.00 | 0053 | $7.410000 | $-296.40 | ||||||
0500-1-0A |
Entrance STA 386+00 Pipe & Bands | LF |
35.00 | 0053 | $7.540000 | $-263.90 | ||||||
0500-2-0A |
Entrance STA 429+75 Pipe & Bands | LF |
26.00 | 0054 | $7.410000 | $-192.66 | ||||||
0590-3-0A |
Culvert Pipe & Bands STA 526+43 | LF |
156.40 | 0058 | $33.220000 | $-5,195.60 | ||||||
0590-2-0A |
ML STA 391+92 Pipe & Bands | LF |
99.80 | 0058 | $33.080000 | $-3,301.38 | ||||||
0580-2-0A |
36" Culvert Pipe & Bands | LF |
190.30 | 0059 | $28.980000 | $-5,514.89 | ||||||
0500-2-0A |
Entrance STA 429+75 Pipe & Bands | LF |
11.00 | 0062 | $7.410000 | $-81.51 | ||||||
0530-1-0A |
Pipe & Bands Entrance STA 386+00 | LF |
51.00 | 0072 | $14.510000 | $-740.01 | ||||||
0840-10C |
Steel Reinforcement | LB |
0.00 | 0016 | $0.351000 | $-1,810.65 | ||||||
0560-50C |
Culvert Pipe & Bands STA 514+03 | LF |
0.00 | 0039 | $17.319952 | $-2,916.68 | ||||||
0620-00C |
CULVERT PIPE-66 INCH |
|
0.00 | 0042 | $0.000000 | $-11,133.36 | ||||||
0540-10C |
15" Culvert Pipe & Bands | LF |
0.00 | 0103 | $10.550000 | $-1,055.00 | ||||||
0570-00C |
CULVERT PIPE-30 INCH |
|
0.00 | 0107 | $0.000000 | $-4,025.30 | ||||||
| SUBTOT | $-0.01 |
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