|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/13/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079031 | Estimate Number | 0121 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07360) Faeth, Charlotte B. P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/27/2015 TO 10/13/2017 | ||||||
| Date Approved | 11/16/2017 | ||||||
| Primary Proj Number | DB04000270731 | ||||||
| Project No. | FD04 040 0027 010-016 | ||||||
| Primary County | GARRARD | ||||||
| Name of Road | DESIGN BUILD LEXINGTON ROAD (US27) | ||||||
| Description | DB - US 27 WIDENING AND RELOCATION MILE POINTS 10.2 TO 15.2 | ||||||
| Date Let | 06/22/2007 | Formal Acceptance | 04/01/2014 | ||||
| Date Awarded | 08/23/2007 | Date Work Began | 08/18/2008 | ||||
| Date Contract Executed | 08/30/2007 | Open To Traffic | 08/24/2012 | ||||
| Date NTP Issued | 08/30/2007 | Actual Completion Date | 08/24/2012 | ||||
| Current Contract Amount | $41,511,279.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $38,671,291.79 |
Total Earnings | $41,511,279.49 |
$41,510,258.49 |
$1,021.00 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $0.00 |
Gross Earnings | $41,511,279.49 |
$41,510,258.49 |
$1,021.00 |
|
| Total Change Orders | $2,839,987.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $41,511,279.49 |
$41,510,258.49 |
$1,021.00 |
|||
| Contract Id | 079031 | Change Order Summary |
County | GARRARD | ||||||
| Estimate Nbr | 0121 | Project Number | FD04 040 0027 010-016 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/27/2015 TO 10/13/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Relocation of Sanitary Sewer for Camp Dick Robinson School | Approved | 10/10/2008 | $75,381.00 | 0.0 | |||||
| 002 | Commercial Entrances on Parcels 4 & 7 | Approved | 08/22/2008 | $413,614.75 | 0.0 | |||||
| 003 | Fuel Adjustment, Asphalt Adjustment, Lot Pay Adjust Override | Approved | 07/27/2009 | $0.00 | 0.0 | |||||
| 004 | Non Spec Material Override | Approved | 01/21/2010 | $0.00 | 0.0 | |||||
| 005 | Culvert Mod., ROW Neg., Interpret. Center, KY1845 Turn Lane | Approved | 12/01/2010 | $35,325.25 | 0.0 | |||||
| 006 | Liquidated Damages Override | Approved | 06/16/2011 | $0.00 | 0.0 | |||||
| 007 | Ride Quality Adjustment Override | Approved | 08/10/2012 | $0.00 | 0.0 | |||||
| 008 | AT&T Reimburse and DB Final Payment | Approved | 11/07/2012 | $52,414.40 | 0.0 | |||||
| 009 | Fuel & Asph Adj - LD's- Non-Spec Material- AT&T Reimb | Approved | 09/03/2013 | $2,263,252.30 | 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 | 079031 | COMMONWEALTH OF KENTUCKY |
County | GARRARD | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DB04000270731 | |||||||
| Estimate Nbr | 0121 | Period | 08/27/2015 TO 10/13/2017 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | 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 | DGA BASE | 00001 | TON | 158,182.00 | 158,360.000 | 130,776.670 | 130,776.670 | 17.95 | 2,347,441.22 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 376,949.00 | 376,949.000 | 215,765.100 | 215,765.100 | 1.89 | 407,796.03 | |||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 91,196.00 | 91,053.000 | 76,822.400 | 76,822.400 | 40.70 | 3,126,671.68 | |||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 4,000.00 | 4,000.000 | 77.300 | 77.300 | 15.85 | 1,225.20 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 159.00 | 159.000 | 82.430 | 82.430 | 115.00 | 9,479.45 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 901.00 | 901.000 | 1,134.960 | 1,134.960 | 58.00 | 65,827.68 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 32,532.00 | 32,441.000 | 27,378.190 | 27,378.190 | 53.45 | 1,463,364.25 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 77,120.00 | 77,428.000 | 74,326.980 | 74,326.980 | 52.10 | 3,872,435.65 | |||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 32,135.00 | 32,267.000 | 34,442.520 | 34,442.520 | 61.85 | 2,130,269.86 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,117.00 | 2,160.000 | 2,917.150 | 2,917.150 | 61.05 | 178,092.00 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 108.03 | 108.030 | 67.480 | 67.480 | 525.00 | 35,427.00 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 13,692.00 | 13,674.000 | 15,812.160 | 15,812.160 | 63.60 | 1,005,653.37 | |||
| 0130 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 13,338.00 | 13,393.000 | 15,748.750 | 15,748.750 | 73.30 | 1,154,383.37 | |||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 77,900.00 | 77,900.000 | 42,808.500 | 42,808.500 | 1.75 | 74,914.87 | |||
| 0150 | ASPHALT CURING SEAL | 00358 | TON | 377.00 | 377.000 | 48.000 | 48.000 | 450.00 | 21,600.00 | |||
| 0160 | ENTRANCE PIPE-15 INCH | 00440 | LF | 823.00 | 823.000 | 896.000 | 896.000 | 27.35 | 24,505.60 | |||
| 0170 | ENTRANCE PIPE-18 INCH | 00441 | LF | 277.00 | 277.000 | 376.000 | 376.000 | 33.00 | 12,408.00 | |||
| 0180 | ENTRANCE PIPE-24 INCH | 00443 | LF | 151.00 | 151.000 | 219.000 | 219.000 | 38.00 | 8,322.00 | |||
| 0190 | CULVERT PIPE-15 INCH | 00461 | LF | 2,140.00 | 2,140.000 | 2,049.000 | 2,049.000 | 38.00 | 77,862.00 | |||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 2,112.00 | 2,112.000 | 1,879.000 | 1,879.000 | 45.00 | 84,555.00 | |||
| 0210 | CULVERT PIPE-24 INCH | 00464 | LF | 2,667.00 | 2,697.000 | 2,492.000 | 2,492.000 | 47.00 | 117,124.00 | |||
| 0220 | CULVERT PIPE-30 INCH | 00466 | LF | 1,727.00 | 1,727.000 | 1,841.000 | 1,841.000 | 58.00 | 106,778.00 | |||
| 0230 | CULVERT PIPE-36 INCH | 00468 | LF | 1,512.00 | 1,512.000 | 1,488.000 | 1,488.000 | 65.00 | 96,720.00 | |||
| 0240 | CULVERT PIPE-42 INCH | 00469 | LF | 972.00 | 972.000 | 1,083.000 | 1,083.000 | 98.00 | 106,134.00 | |||
| 0250 | CULVERT PIPE-48 INCH | 00470 | LF | 296.00 | 296.000 | 304.000 | 304.000 | 98.00 | 29,792.00 | |||
| 0260 | CULVERT PIPE-54 INCH | 00471 | LF | 202.00 | 202.000 | 202.000 | 202.000 | 125.00 | 25,250.00 | |||
| 0270 | CULVERT PIPE-60 INCH | 00472 | LF | 112.00 | 112.000 | 144.000 | 144.000 | 155.00 | 22,320.00 | |||
| 0280 | CULVERT PIPE-78 INCH | 00475 | LF | 61.00 | 61.000 | 61.000 | 61.000 | 275.00 | 16,775.00 | |||
| 0290 | CULVERT PIPE-84 INCH | 00476 | LF | 581.00 | 581.000 | 581.000 | 581.000 | 255.00 | 148,155.00 | |||
| 0300 | STORM SEWER PIPE-15 INCH | 00521 | LF | 2,932.00 | 2,932.000 | 3,025.000 | 3,025.000 | 28.00 | 84,700.00 | |||
| 0310 | STORM SEWER PIPE-18 INCH | 00522 | LF | 2,974.00 | 2,974.000 | 2,838.000 | 2,838.000 | 32.00 | 90,816.00 | |||
| 0320 | STORM SEWER PIPE-21 INCH | 00523 | LF | 182.00 | 182.000 | 182.000 | 182.000 | 62.00 | 11,284.00 | |||
| 0330 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,243.00 | 1,243.000 | 1,239.000 | 1,239.000 | 40.00 | 49,560.00 | |||
| 0340 | PERFORATED PIPE-4 INCH | 01000 | LF | 82,775.00 | 82,775.000 | 32,849.000 | 32,849.000 | 4.25 | 139,608.25 | |||
| 0350 | PERFORATED PIPE-6 INCH | 01001 | LF | 43,200.00 | 43,200.000 | 73,053.000 | 73,053.000 | 4.75 | 347,001.75 | |||
| 0360 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,925.00 | 5,925.000 | 1,838.500 | 1,838.500 | 12.00 | 22,062.00 | |||
| 0370 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 2,200.00 | 2,200.000 | 1,556.000 | 1,556.000 | 14.00 | 21,784.00 | |||
| 0380 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,850.00 | 17,850.00 | |||
| 0390 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 525.00 | 6,300.00 | |||
| 0400 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0410 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 32.00 | 32.000 | 16.000 | 16.000 | 525.00 | 8,400.00 | |||
| 0420 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 12.00 | 12.000 | 21.000 | 21.000 | 525.00 | 11,025.00 | |||
| 0430 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 69.00 | 69.000 | 24.000 | 24.000 | 525.00 | 12,600.00 | |||
| 0440 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 32.00 | 32.000 | 14.000 | 14.000 | 525.00 | 7,350.00 | |||
| 0450 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
| 0460 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0470 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,250.00 | 2,250.00 | |||
| 0480 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,150.00 | 8,600.00 | |||
| 0490 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,875.00 | 8,625.00 | |||
| 0500 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0510 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 6,725.00 | 6,725.00 | |||
| 0520 | CURB BOX INLET TYPE A | 01456 | EACH | 77.00 | 77.000 | 77.000 | 77.000 | 3,350.00 | 257,950.00 | |||
| 0530 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0540 | DROP BOX INLET TYPE 5B | 01505 | EACH | 17.00 | 17.000 | 22.000 | 22.000 | 3,895.00 | 85,690.00 | |||
| 0550 | DROP BOX INLET TYPE 5F | 01517 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,800.00 | 34,200.00 | |||
| 0560 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0570 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0580 | JUNCTION BOX-42 INCH | 01646 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,350.00 | 3,350.00 | |||
| 0590 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 0600 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0610 | FLUME INLET TYPE 2 | 01691 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 3,750.00 | 18,750.00 | |||
| 0620 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0630 | LIP CURB AND GUTTER | 01820 | LF | 24,509.00 | 24,509.000 | 23,702.000 | 23,702.000 | 14.50 | 343,679.00 | |||
| 0640 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0650 | REMOVE PAVEMENT | 02091 | SQYD | 12,211.00 | 11,531.000 | 5,853.000 | 5,853.000 | 4.95 | 28,972.35 | |||
| 0660 | TEMPORARY DITCH | 02159 | LF | 30,350.00 | 30,350.000 | 583.000 | 583.000 | 1.00 | 583.00 | |||
| 0670 | ROADWAY EXCAVATION | 02200 | CUYD | 1,749,691.00 | 1,750,991.000 | 1,777,124.200 | 1,777,124.200 | 4.50 | 7,997,058.90 | |||
| 0680 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 56,798.00 | 56,798.000 | 41,554.500 | 41,554.500 | 5.25 | 218,161.12 | |||
| 0690 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,127.50 | 6,177.500 | 6,449.750 | 6,449.750 | 17.65 | 113,838.08 | |||
| 0700 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 19.00 | 19.000 | 11.000 | 11.000 | 52.50 | 577.50 | |||
| 0710 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 6.00 | 24.00 | |||
| 0720 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 830.00 | 830.00 | |||
| 0730 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0740 | REMOVE GUARDRAIL | 02381 | LF | 413.00 | 413.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0750 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,280.00 | 9,120.00 | |||
| 0760 | TEMPORARY GUARDRAIL | 02397 | LF | 1,045.00 | 1,045.000 | 325.000 | 325.000 | 11.42 | 3,711.50 | |||
| 0770 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 309.00 | 309.000 | 309.000 | 309.000 | 87.00 | 26,883.00 | |||
| 0780 | CHANNEL LINING CLASS IA | 02482 | TON | 97.00 | 97.000 | 190.000 | 190.000 | 88.00 | 16,720.00 | |||
| 0790 | CHANNEL LINING CLASS II | 02483 | TON | 17,010.00 | 17,010.000 | 11,165.390 | 11,165.390 | 20.00 | 223,307.80 | |||
| 0800 | CHANNEL LINING CLASS III | 02484 | TON | 18,107.00 | 18,107.000 | 11,941.830 | 11,941.830 | 22.00 | 262,720.26 | |||
| 0810 | CEMENT | 02542 | TON | 7,468.00 | 7,468.000 | 4,103.910 | 4,103.910 | 119.50 | 490,417.24 | |||
| 0820 | CLEARING AND GRUBBING APPROXIMATELY 120 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 240,000.00 | 240,000.00 | |||
| 0830 | SIGNS | 02562 | SQFT | 1,080.00 | 1,080.000 | 1,314.000 | 1,314.000 | 10.50 | 13,797.00 | |||
| 0840 | EDGE KEY | 02585 | LF | 373.00 | 373.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0850 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 271,827.00 | 271,827.000 | 3,000.000 | 3,000.000 | 0.90 | 2,700.00 | |||
| 0860 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 19,003.00 | 19,003.000 | 15,843.500 | 15,843.500 | 1.55 | 24,557.42 | |||
| 0870 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 200,000.00 | 20,000.00 | 200,000.00 | |
| 0880 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 152,775.00 | 152,775.00 | |||
| 0890 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 7,500.00 | 45,000.00 | |||
| 0900 | TEMPORARY SILT FENCE | 02701 | LF | 30,250.00 | 30,250.000 | 17,348.000 | 17,348.000 | 1.95 | 33,828.60 | |||
| 0910 | SAND FOR BLOTTER | 02702 | TON | 943.00 | 943.000 | 204.780 | 204.780 | 30.00 | 6,143.40 | |||
| 0920 | SILT TRAP TYPE A | 02703 | EACH | 30.00 | 30.000 | 15.000 | 15.000 | 275.00 | 4,125.00 | |||
| 0930 | SILT TRAP TYPE B | 02704 | EACH | 400.00 | 400.000 | 173.000 | 173.000 | 200.00 | 34,600.00 | |||
| 0940 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 60.00 | 60.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0950 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 800.00 | 800.000 | 75.000 | 75.000 | 35.00 | 2,625.00 | |||
| 0960 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 30,250.00 | 30,250.000 | 910.000 | 910.000 | 1.00 | 910.00 | |||
| 0970 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 0980 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0990 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1000 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,150.00 | 0.00 | |||
| 1010 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1020 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 1030 | EROSION CONTROL BLANKET | 05950 | SQYD | 19,899.00 | 19,899.000 | 36,792.000 | 36,792.000 | 1.25 | 45,990.00 | |||
| 1040 | TEMPORARY MULCH | 05952 | SQYD | 750,000.00 | 750,000.000 | 262,300.820 | 262,300.820 | 0.15 | 39,345.12 | |||
| 1050 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 375,381.00 | 375,381.000 | 55,514.400 | 55,514.400 | 0.17 | 9,437.44 | |||
| 1060 | TOPDRESSING FERTILIZER | 05966 | TON | 21.25 | 21.250 | 21.250 | 21.250 | 505.00 | 10,731.25 | |||
| 1070 | SEEDING AND PROTECTION | 05985 | SQYD | 375,381.00 | 375,381.000 | 638,674.900 | 638,674.900 | 0.30 | 191,602.47 | |||
| 1080 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 169,444.00 | 169,444.000 | 225,904.060 | 225,904.060 | 0.18 | 40,662.73 | |||
| 1090 | SODDING | 05990 | SQYD | 15,292.00 | 15,292.000 | 0.000 | 0.000 | 4.65 | 0.00 | |||
| 1100 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 1,092.00 | 1,287.000 | 1,181.230 | 1,181.230 | 14.25 | 16,832.52 | |||
| 1110 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 1,405.00 | 1,405.000 | 767.750 | 767.750 | 13.05 | 10,019.13 | |||
| 1120 | STEEL POST TYPE 2 | 06411 | LF | 6,133.00 | 6,592.000 | 4,235.000 | 4,235.000 | 5.25 | 22,233.75 | |||
| 1130 | STEEL POST MILE MARKERS | 06412 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 103.50 | 1,242.00 | |||
| 1140 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 282,150.00 | 282,150.000 | 418,350.000 | 418,350.000 | 0.24 | 100,404.00 | |||
| 1150 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 282,150.00 | 282,150.000 | 257,513.000 | 257,513.000 | 0.24 | 61,803.12 | |||
| 1160 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 2,145.00 | 2,145.000 | 1,082.000 | 1,082.000 | 7.00 | 7,574.00 | |||
| 1170 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 127.00 | 127.000 | 4,262.000 | 4,262.000 | 6.00 | 25,572.00 | |||
| 1180 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1190 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 102.00 | 102.000 | 228.000 | 228.000 | 80.00 | 18,240.00 | |||
| 1200 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1210 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 1220 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 334.00 | 334.000 | 30.000 | 30.000 | 6.00 | 180.00 | |||
| 1230 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 821.00 | 821.000 | 483.000 | 483.000 | 24.00 | 11,592.00 | |||
| 1240 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 590.00 | 590.000 | 1,012.000 | 1,012.000 | 24.00 | 24,288.00 | |||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 187.82 | 187.820 | 199.150 | 199.150 | 990.00 | 197,158.50 | |||
| 1260 | STEEL REINFORCEMENT | 08150 | LB | 10,794.00 | 10,794.000 | 13,538.500 | 13,538.500 | 1.00 | 13,538.50 | |||
| 1270 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 89,590.00 | 89,590.000 | 103,612.000 | 103,612.000 | 0.16 | 16,577.92 | |||
| 1280 | SILT TRAP TYPE C | 20496NS843 | EACH | 35.00 | 35.000 | 46.000 | 46.000 | 300.00 | 13,800.00 | |||
| 1290 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1300 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1310 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 769,708.00 | 769,708.00 | |||
| 1320 | UTILITY RELOCATION SERVICES | 22011NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 168,205.00 | 168,205.00 | |||
| 1330 | DESIGN FEE-ROADWAY | 22040NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 707,006.00 | 707,006.00 | |||
| 1340 | ENTRANCE PIPE-36 IN | 22581EN | LF | 95.00 | 95.000 | 94.000 | 94.000 | 60.00 | 5,640.00 | |||
| 1350 | UNDERCUT/STABILIZATION EXCAVATION | 22655EN | CUYD | 174,969.00 | 174,969.000 | 7,855.100 | 7,855.100 | 1.50 | 11,782.65 | |||
| 1360 | RECOAT EXISTING 78 IN PIPE | 22656NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,046.03 | 3,046.03 | |||
| 1370 | CONCRETE EXTRUDED CURB | 22657EN | LF | 2,555.00 | 2,555.000 | 2,200.000 | 2,200.000 | 7.00 | 15,400.00 | |||
| 1380 | PAVE MARK THERMO-8 IN W/CAT TRAX | 22658EN | LF | 113.00 | 113.000 | 2,355.000 | 2,355.000 | 4.00 | 9,420.00 | |||
| 1390 | JUNCTION BOX-30 INCH | 01644 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | |||
| 8024 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 368,125.641 | 368,125.640 | 368,125.640 | 1.00 | 368,125.64 | |||
| 8025 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1,718,688.161 | 1,718,688.160 | 1,718,688.160 | 1.00 | 1,718,688.16 | |||
| 8027 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | -12,478.139 | -12,478.140 | -12,478.140 | 1.00 | -12,478.14 | |||
| 8037 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | -5,999.999 | -6,000.000 | -6,000.000 | 1.00 | -6,000.00 | |||
| 8039 | SITE LAYOUT AND PREPARATION | 21196ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 8040 | INSTALL SIGN | 09507 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 345.00 | 1,380.00 | |||
| 8041 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 0.00 | 30.000 | 30.000 | 30.000 | 60.00 | 1,800.00 | |||
| 8042 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 54.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 8043 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 0.00 | 45.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8044 | DESIGN FEE-ROADWAY Design Fee for Interpretive Center | 22040NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8045 | DESIGN FEE-ROADWAY Design Fee for Right Turn Lane onto KY1845 | 22040NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 8053 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 58,803.461 | 58,803.460 | 58,803.460 | 1.00 | 58,803.46 | |||
| 8055 | DESIGN BUILD PAYMENT FINALIZATION | 23191NC | DOLL | 0.00 | 0.001 | -24,404.000 | 3,462,663.140 | 3,438,259.140 | 1.00 | -24,404.00 | 3,438,259.14 | |
| 8056 | NON-SPEC MATERIAL Sign Posts | 10070NS | DOLL | 0.00 | -2,382.190 | -2,382.190 | -2,382.190 | 1.00 | -2,382.19 | |||
| 8057 | REMOVE ENTR & RECONST PARCEL #265 | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 42,635.00 | 42,635.00 | |||
| 8058 | NON-SPEC MATERIAL Pipe Deflection | 10070NS | DOLL | 0.00 | -7,280.000 | -7,280.000 | -7,280.000 | 1.00 | -7,280.00 | |||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | Category | 0002 BRIDGE | |||||||
| 1400 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 10,961.00 | 10,961.000 | 638.000 | 638.000 | 12.75 | 8,134.50 | |||
| 1410 | FOUNDATION PREPARATION 174+45 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 1420 | FOUNDATION PREPARATION 360+29 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 82,500.00 | 82,500.00 | |||
| 1430 | CONCRETE-CLASS A | 08100 | CUYD | 1,285.00 | 1,285.000 | 1,222.000 | 1,222.000 | 525.00 | 641,550.00 | |||
| 1440 | STEEL REINFORCEMENT | 08150 | LB | 198,500.00 | 198,500.000 | 170,762.000 | 170,762.000 | 1.10 | 187,838.20 | |||
| 8046 | DESIGN Savings due to redesign of culvert at Sta 361+86 | 21512NS | LS | 0.00 | 1.000 | 0.000 | 0.000 | -54,072.00 | -0.00 | |||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | Category | 0003 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1450 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,789,688.00 | 1,789,688.00 | |||
| 1460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.005 | 0.995 | 1.000 | 1,085,000.00 | 5,425.00 | 1,085,000.00 | |
| 8026 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 100,519.651 | 100,519.650 | 100,519.650 | 1.00 | 100,519.65 | |||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | Category | 0004 SIGNALIZATION | |||||||
| 1470 | CONDUIT-2 INCH | 04795 | LF | 2,000.00 | 2,000.000 | 830.000 | 830.000 | 9.14 | 7,586.20 | |||
| 1480 | JUNCTION BOX TYPE B | 04811 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 507.61 | 4,060.88 | |||
| 1490 | TRENCHING AND BACKFILLING | 04820 | LF | 2,000.00 | 2,000.000 | 835.000 | 835.000 | 4.06 | 3,390.10 | |||
| 1500 | LOOP WIRE | 04830 | LF | 4,000.00 | 4,000.000 | 4,917.000 | 4,917.000 | 0.46 | 2,261.82 | |||
| 1510 | CABLE-NO. 14/5C | 04844 | LF | 700.00 | 700.000 | 1,015.000 | 1,015.000 | 1.34 | 1,360.10 | |||
| 1520 | CABLE-NO. 14/7C | 04845 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 1.34 | 0.00 | |||
| 1530 | CABLE-NO. 14/1 PAIR | 04850 | LF | 5,500.00 | 5,500.000 | 6,793.000 | 6,793.000 | 1.34 | 9,102.62 | |||
| 1540 | MESSENGER-10800 LB | 04885 | LF | 600.00 | 600.000 | 650.000 | 650.000 | 3.81 | 2,476.50 | |||
| 1550 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,500.00 | 1,500.000 | 1,607.000 | 1,607.000 | 15.23 | 24,474.61 | |||
| 1560 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,522.84 | 1,522.84 | |||
| 1570 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 253.81 | 3,299.53 | |||
| 1580 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,842.64 | 2,842.64 | |||
| 1590 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,248.73 | 12,994.92 | |||
| 1600 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,015.23 | 1,015.23 | |||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | Category | 0005 UTILITIES | |||||||
| 8000 | STEEL ENCASEMENT PIPE-8 INCH Open Cut | 01065 | LF | 0.00 | 420.000 | 200.000 | 200.000 | 55.30 | 11,060.00 | |||
| 8001 | PVC PIPE-3 INCH | 03382 | LF | 0.00 | 970.000 | 1,008.000 | 1,008.000 | 29.50 | 29,736.00 | |||
| 8002 | CONNECT TO FORCE MAIN | 22432NN | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 8003 | CUT AND CAP SANITARY SEWER | 20371EC | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 8004 | SEWAGE COMBINATION ARV | 22842NN | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 8005 | DUCTILE IRON FITTINGS | 03442 | LB | 0.00 | 1,750.000 | 1,750.000 | 1,750.000 | 2.00 | 3,500.00 | |||
| 8007 | ENGINEERING | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,340.00 | 11,340.00 | |||
| 8048 | RIGHT OF WAY ACQUISITION SERVICES Re-appraisals and review due to water access issues | 22010NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,300.00 | 6,300.00 | |||
| 8054 | REIMBURSEMENT AT&T FIBER OPTIC RELOCATION | 10299N | DOLL | 0.00 | 55,035.120 | 55,035.120 | 55,035.120 | 1.00 | 55,035.12 | |||
| 8059 | DESIGN BUILD PAYMENT FINALIZATION Utilities | 23191NC | DOLL | 0.00 | 0.001 | 18,145.000 | 18,145.000 | 1.00 | 18,145.00 | |||
| Project | DB04000270731 | Fed/State Project Number | FD04 040 0027 010-016 | Category | 0006 RIGHT-OF-WAY | |||||||
| 8008 | DESIGN FEE-ROADWAY Design Fee for Commercial Entrances Added at Parcels 4 & 7 | 22040NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 28,500.00 | 28,500.00 | |||
| 8009 | D G A BASE | 00001 | TON | 0.00 | 2,932.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 8010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 1,428.000 | 0.000 | 0.000 | 40.70 | 0.00 | |||
| 8011 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 392.000 | 0.000 | 0.000 | 53.45 | 0.00 | |||
| 8012 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 2,527.000 | 1,514.120 | 1,514.120 | 52.10 | 78,885.65 | |||
| 8013 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 0.00 | 1,083.000 | 0.000 | 0.000 | 61.85 | 0.00 | |||
| 8014 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 0.00 | 10.000 | 0.000 | 0.000 | 61.05 | 0.00 | |||
| 8015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 301.000 | 0.000 | 0.000 | 63.60 | 0.00 | |||
| 8016 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 0.00 | 455.000 | 0.000 | 0.000 | 73.30 | 0.00 | |||
| 8017 | ENTRANCE PIPE-15 INCH | 00440 | LF | 0.00 | 86.000 | 0.000 | 0.000 | 27.35 | 0.00 | |||
| 8018 | ENTRANCE PIPE-18 INCH | 00441 | LF | 0.00 | -41.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 8019 | CULVERT PIPE-84 INCH | 00476 | LF | 0.00 | 135.000 | 135.000 | 135.000 | 285.35 | 38,522.25 | |||
| 8020 | LIP CURB AND GUTTER | 01820 | LF | 0.00 | -215.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 8021 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 1,912.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 8022 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | -574.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8023 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | -322.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 8028 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 0.00 | 267.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 8029 | ENTRANCE PIPE-24 INCH | 00443 | LF | 0.00 | 210.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 8030 | CULVERT PIPE-18 INCH | 00462 | LF | 0.00 | -44.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 8031 | CULVERT PIPE-24 INCH | 00464 | LF | 0.00 | -107.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 8032 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 0.00 | -4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8033 | REMOVE PAVEMENT | 02091 | SQYD | 0.00 | -717.000 | 0.000 | 0.000 | 4.95 | 0.00 | |||
| 8034 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 0.00 | -17.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 8035 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | -275.000 | 0.000 | 0.000 | 17.65 | 0.00 | |||
| 8036 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | -330.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 8038 | CONCRETE EXTRUDED CURB | 22657EN | LF | 0.00 | -100.000 | 382.000 | 382.000 | 7.00 | 2,674.00 | |||
| 8047 | PUBLIC INVOLVEMENT PLAN Public Right of Way Meeting | 22511NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,612.00 | 7,612.00 | |||
| 8049 | RIGHT OF WAY ACQUISITION SERVICES Revise appraisal due to changing entrance for Parcel 265 | 22010NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,470.00 | 1,470.00 | |||
| 8050 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,746.00 | 1,746.00 | |||
| 8051 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 798.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 8052 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 11.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 8060 | DESIGN BUILD PAYMENT FINALIZATION Right of Way | 23191NC | DOLL | 0.00 | 0.001 | 276,673.200 | 276,673.200 | 1.00 | 276,673.20 | |||
| SUBTOT | $1,021.00 |
$41,511,279.27 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0070-1-0I |
ASPH AGG #10 WASHED | TON |
12,380.48 | 0013 | $7.65000 | $89,975.12 | ||||||
1440-1-0I |
STEEL REINPL 615GR60 | LB |
44,762.00 | 0020 | $0.683700 | $29,073.59 | ||||||
0070-1-2I |
ASPH AGG #57 | TON |
22,970.01 | 0023 | $6.650000 | $145,113.04 | ||||||
0070-1-1I |
ASPH AGG #10 WASHED | TON |
13,744.71 | 0023 | $7.650000 | $99,889.68 | ||||||
1440-1-1I |
STEEL REINPL 615GR60 | LB |
52,614.00 | 0023 | $0.636000 | $31,789.38 | ||||||
1440-2-0I |
STEEL REINUN 615GR60 | LB |
41,868.00 | 0024 | $0.583000 | $23,188.59 | ||||||
1440-1-0A |
STEEL REINPL 615GR60 | LB |
16,299.99 | 0020 | $0.683700 | $-10,587.09 | ||||||
1440-1-0A |
STEEL REINPL 615GR60 | LB |
10,875.50 | 0021 | $0.683700 | $-7,063.80 | ||||||
1440-1-0A |
STEEL REINPL 615GR60 | LB |
17,529.20 | 0022 | $0.683700 | $-11,385.48 | ||||||
1440-1-1A |
STEEL REINPL 615GR60 | LB |
17,937.64 | 0023 | $0.636000 | $-10,837.93 | ||||||
1440-1-0A |
STEEL REINPL 615GR60 | LB |
57.31 | 0023 | $0.683700 | $-37.22 | ||||||
1440-2-0A |
STEEL REINUN 615GR60 | LB |
33,070.41 | 0024 | $0.583000 | $-18,316.05 | ||||||
1440-1-1A |
STEEL REINPL 615GR60 | LB |
33,070.41 | 0024 | $0.636000 | $-19,981.14 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
364.46 | 0036 | $7.650000 | $-2,648.71 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
34.85 | 0037 | $7.650000 | $-253.31 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
115.67 | 0039 | $7.650000 | $-840.65 | ||||||
1440-2-0A |
STEEL REINUN 615GR60 | LB |
8,797.59 | 0039 | $0.583000 | $-4,872.54 | ||||||
1440-1-1A |
STEEL REINPL 615GR60 | LB |
1,605.94 | 0039 | $0.636000 | $-970.31 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
71.37 | 0042 | $7.650000 | $-518.68 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
389.88 | 0043 | $7.650000 | $-2,833.45 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
44.42 | 0061 | $7.650000 | $-322.84 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
210.31 | 0063 | $7.650000 | $-1,528.46 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
160.55 | 0064 | $7.650000 | $-1,166.82 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
795.47 | 0069 | $7.650000 | $-5,781.11 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
329.65 | 0070 | $7.650000 | $-2,395.79 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
454.27 | 0080 | $7.650000 | $-3,301.41 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
637.69 | 0081 | $7.650000 | $-4,634.43 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
39.81 | 0083 | $7.650000 | $-289.32 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
129.83 | 0084 | $7.650000 | $-943.56 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
44.50 | 0086 | $7.650000 | $-323.46 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
180.52 | 0087 | $7.650000 | $-1,311.97 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
26.26 | 0088 | $7.650000 | $-190.84 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
44.82 | 0089 | $7.650000 | $-325.77 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
543.35 | 0090 | $7.650000 | $-3,948.81 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
592.68 | 0092 | $7.650000 | $-4,307.32 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
358.89 | 0093 | $7.650000 | $-2,608.23 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
309.49 | 0099 | $7.650000 | $-2,249.25 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
6.53 | 0100 | $7.650000 | $-47.46 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
356.99 | 0102 | $7.650000 | $-2,594.44 | ||||||
0070-1-0A |
ASPH AGG #10 WASHED | TON |
184.35 | 0104 | $7.650000 | $-1,339.82 | ||||||
0070-10C |
ASPH AGG #10 WASHED | TON |
0.00 | 0106 | $7.267499 | $-43,269.21 | ||||||
0070-11C |
ASPH AGG #10 WASHED | TON |
0.00 | 0106 | $7.267500 | $-99,889.68 | ||||||
0070-12C |
ASPH AGG #57 | TON |
0.00 | 0106 | $6.317500 | $-145,113.04 | ||||||
| SUBTOT | $0.00 |
|||||||||||