Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/30/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 091039 | Estimate Number | 0096 | Estimate Type FINAL | |||
District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
Contractor | YAGER MATERIALS LLC | ADDR SN 1 VC Code VC0000007717 | |||||
PO BOX 2000 | |||||||
OWENSBORO , KY , 42302 | |||||||
Pay Period | 07/27/2013 TO 08/29/2014 | ||||||
Date Approved | 09/30/2014 | ||||||
Primary Proj Number | DE03000600939 | ||||||
Project No. | ARRA 3023 (014) | ||||||
Primary County | DAVIESS | ||||||
Name of Road | OWENSBORO-MACEO ROAD (US 60) | ||||||
Description | RELOCATE US 60 BYPASS EAST OF OWENSBORO AND CONSTRUCT NEW US 60B-PLEASANT VALLEY ROAD CONNECTOR BYPASS | ||||||
Date Let | 07/24/2009 | Formal Acceptance | 10/22/2013 | ||||
Date Awarded | 08/06/2009 | Date Work Began | 08/24/2009 | ||||
Date Contract Executed | 08/24/2009 | Open To Traffic | 06/05/2013 | ||||
Date NTP Issued | 08/06/2009 | Actual Completion Date | 06/05/2013 | ||||
Current Contract Amount | $34,021,510.42 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $34,193,755.56 |
Total Earnings | $33,297,292.31 |
$32,808,557.23 |
$488,735.08 |
|
Percent Complete | 98.09 |
Stockpiled Materials | $75,512.32 |
$75,512.32 |
$0.00 |
|
Funds Available | $648,706.79 |
Gross Earnings | $33,372,804.63 |
$32,884,069.55 |
$488,735.08 |
|
Total Change Orders | $-172,245.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $33,372,803.63 |
$32,884,068.55 |
$488,735.08 |
|||
Contract Id | 091039 | Change Order Summary |
County | DAVIESS | ||||||
Estimate Nbr | 0096 | Project Number | ARRA 3023 (014) | |||||||
Contractor | YAGER MATERIALS LLC | Period | 07/27/2013 TO 08/29/2014 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Utility Changes and Steel Reinforcement | Approved | 12/21/2009 | $334,014.15 | 12.0 | |||||
002 | Piling overrun | Approved | 01/07/2010 | $2,185,737.50 | 88.0 | |||||
003 | Utility items/Contract Omissions | Approved | 04/19/2010 | $41,213.13 | 3.0 | |||||
004 | fuel and asphalt adjustment and pavement markers | Approved | 07/22/2010 | $9,230.00 | 1.0 | |||||
005 | Non Spec Material Override | Approved | 07/22/2010 | $0.00 | 0.0 | |||||
006 | rumble strips and safeloading of temporary drainage pipe | Approved | 11/18/2010 | $14,551.03 | 1.0 | |||||
007 | steel reinforcement/striping/signalization changes | Approved | 12/21/2010 | $40,203.24 | 2.0 | |||||
008 | Liquidated Damages Override | Approved | 11/19/2010 | $0.00 | 0.0 | |||||
009 | Pipe Pile Test Program | Approved | 03/03/2011 | $73,088.00 | 2.0 | |||||
010 | US Department of Labor Wage and Hour Determination | Approved | 03/03/2011 | $0.00 | 0.0 | |||||
011 | Intersection Lighting US 60 and Crash Wall | Approved | 03/24/2011 | $56,765.85 | 4.0 | |||||
012 | Piling Overrun | Approved | 05/02/2011 | $514,356.00 | 18.0 | |||||
013 | Additional Erosion Control Blanket | Approved | 06/28/2011 | $39,700.00 | 16.0 | |||||
014 | asphalt wedge curb, flume inlets, and temp. striping tape | Approved | 09/09/2011 | $117,608.15 | 93.0 | |||||
015 | Lot Pay Adjustment Override | Approved | 09/09/2011 | $0.00 | 0.0 | |||||
016 | Reid Rd Design Change Entrance Pipe- Concrete Entrance Pave | Approved | 10/11/2011 | $7,849.05 | 1.0 | |||||
017 | Cement Stabilized Roadbed Claim Settlement | Approved | 02/09/2012 | $-53,272.72 | 0.0 | |||||
018 | Temporary Striping | Approved | 03/02/2012 | $20,000.00 | 1.0 | |||||
019 | Non Spec Material-#67 Aggregate Override | Approved | 04/04/2012 | $0.00 | 0.0 | |||||
020 | Waterline Relocation Reid Rd | Approved | 05/02/2012 | $59,780.22 | 2.0 | |||||
021 | phasing change | Approved | 07/12/2012 | $-3,671,118.74 | 0.0 | |||||
022 | Bridge 25915 Sinkhole Repairs | Approved | 10/31/2012 | $10,000.00 | 0.0 | |||||
023 | topdressing fertilizer | Approved | 11/29/2012 | $28,050.00 | 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 |
||
DE03000600939 | 8022 | TEST PILES | OTHER | 0041 | 0.00 |
$0.00 |
$-1.00 |
||
DE03000600939 | 2110 | STRUCTURE GRANULAR BACKFILL | OTHER | 0042 | 0.00 |
$0.00 |
$-9,837.81 |
||
DE03000600939 | 2410 | STEEL REINFORCEMENT-EPOXY COATED | OTHER | 0042 | 0.00 |
$0.00 |
$3,419.64 |
||
DE03000600939 | 2110 | STRUCTURE GRANULAR BACKFILL | OTHER | 0043 | 0.00 |
$0.00 |
$9,837.81 |
||
DE03000600939 | 2270 | RAIL SYSTEM TYPE III | OTHER | 0043 | 0.00 |
$0.00 |
$-3,419.64 |
Contract Id | 091039 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE03000600939 | ||||||
Estimate Nbr | 0096 | Period | 07/27/2013 TO 08/29/2014 | |||||||
Contractor | YAGER MATERIALS LLC | |||||||||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | 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 | 46.00 | 46.000 | 33.680 | 33.680 | 61.00 | 2,054.48 | |||
0020 | ENTRANCE PIPE-15 IN | 00440 | LF | 396.00 | 461.000 | 636.000 | 636.000 | 22.65 | 14,405.40 | |||
0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 275.00 | 275.000 | 166.000 | 166.000 | 23.50 | 3,901.00 | |||
0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 102.00 | 136.000 | 136.000 | 136.000 | 36.20 | 4,923.20 | |||
0050 | ENTRANCE PIPE-30 IN | 00445 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 39.50 | 3,397.00 | |||
0060 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 32.00 | 3,776.00 | |||
0070 | ENTRANCE PIPE-30 IN EQUIV | 00454 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 48.00 | 2,064.00 | |||
0080 | CULVERT PIPE-15 IN | 00461 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 32.50 | 2,762.50 | |||
0090 | CULVERT PIPE-18 IN | 00462 | LF | 690.00 | 536.000 | 627.000 | 627.000 | 41.00 | 25,707.00 | |||
0100 | CULVERT PIPE-24 IN | 00464 | LF | 316.00 | 316.000 | 360.000 | 360.000 | 55.50 | 19,980.00 | |||
0110 | CULVERT PIPE-30 IN | 00466 | LF | 288.00 | 496.000 | 288.000 | 288.000 | 69.50 | 20,016.00 | |||
0120 | CULVERT PIPE-36 IN | 00468 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 85.50 | 5,728.50 | |||
0130 | CULVERT PIPE-54 IN | 00471 | LF | 170.00 | 170.000 | 170.000 | 170.000 | 109.50 | 18,615.00 | |||
0140 | CULVERT PIPE-66 IN | 00473 | LF | 148.00 | 148.000 | 148.000 | 148.000 | 167.75 | 24,827.00 | |||
0150 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 159.00 | 159.000 | 68.000 | 68.000 | 59.00 | 4,012.00 | |||
0160 | CULVERT PIPE-72 IN EQUIV | 00503 | LF | 140.00 | 179.000 | 179.000 | 179.000 | 237.00 | 42,423.00 | |||
0170 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,233.00 | 1,753.000 | 1,301.000 | 1,301.000 | 23.25 | 30,248.25 | |||
0180 | STORM SEWER PIPE-24 IN | 00524 | LF | 683.00 | 683.000 | 683.000 | 683.000 | 36.00 | 24,588.00 | |||
0190 | PERFORATED PIPE-4 IN | 01000 | LF | 15,123.00 | 11,945.000 | 11,689.000 | 11,689.000 | 5.52 | 64,523.28 | |||
0200 | PERFORATED PIPE-6 IN | 01001 | LF | 3,292.00 | 2,292.000 | 2,225.000 | 2,225.000 | 6.02 | 13,394.50 | |||
0210 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,298.00 | 1,155.000 | 1,155.000 | 1,155.000 | 14.55 | 16,805.25 | |||
0220 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 960.00 | 564.000 | 604.000 | 604.000 | 17.10 | 10,328.40 | |||
0230 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 5,518.00 | 0.00 | |||
0240 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 8.00 | 5.000 | 5.000 | 5.000 | 451.00 | 2,255.00 | |||
0250 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 5.00 | 2.000 | 2.000 | 2.000 | 462.00 | 924.00 | |||
0260 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 14.00 | 13.000 | 13.000 | 13.000 | 500.00 | 6,500.00 | |||
0270 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 14.00 | 11.000 | 11.000 | 11.000 | 510.00 | 5,610.00 | |||
0280 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 510.00 | 510.00 | |||
0290 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,110.00 | 6,330.00 | |||
0300 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,385.00 | 6,925.00 | |||
0310 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,510.00 | 2,510.00 | |||
0320 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
0330 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
0340 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,215.00 | 10,430.00 | |||
0350 | CURB BOX INLET TYPE B | 01480 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 3,910.00 | 70,380.00 | |||
0360 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,610.00 | 3,610.00 | |||
0370 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,465.00 | 3,465.00 | |||
0380 | DROP BOX INLET TYPE 5B | 01505 | EACH | 15.00 | 11.000 | 10.500 | 10.500 | 3,465.00 | 36,382.50 | |||
0390 | DROP BOX INLET TYPE 5C | 01508 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,465.00 | 6,930.00 | |||
0400 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,260.00 | 6,520.00 | |||
0410 | ISLAND CURB AND GUTTER | 01825 | LF | 489.00 | 489.000 | 529.070 | 529.070 | 18.00 | 9,523.26 | |||
0420 | INSTALL TEMP CONC MED BARR | 01992 | LF | 6,700.00 | 6,700.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0430 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 6,525.00 | 6,525.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0440 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 16.000 | 16.000 | 420.00 | 6,720.00 | |||
0450 | REMOVE PAVEMENT | 02091 | SQYD | 10,811.00 | 10,811.000 | 1,719.670 | 1,719.670 | 1.70 | 2,923.43 | |||
0460 | TEMP DITCH | 02159 | LF | 17,175.00 | 17,175.000 | 5,940.000 | 5,940.000 | 1.10 | 6,534.00 | |||
0470 | CLEAN TEMP DITCH | 02160 | LF | 17,175.00 | 17,175.000 | 695.000 | 695.000 | 0.11 | 76.45 | |||
0480 | GRANULAR EMBANKMENT | 02223 | CUYD | 15,100.00 | 4,100.000 | 3,890.050 | 3,890.050 | 20.00 | 77,801.00 | |||
0490 | EMBANKMENT IN PLACE (REVISED: 7-21-09) | 02230 | CUYD | 789,900.00 | 683,307.000 | 683,307.180 | 683,307.180 | 4.40 | 3,006,551.59 | |||
0500 | WATER | 02242 | MGAL | 4,000.00 | 4,000.000 | 2,000.000 | 2,000.000 | 0.11 | 220.00 | |||
0510 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 22,038.00 | 19,970.000 | 19,573.000 | 19,573.000 | 4.50 | 88,078.50 | |||
0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 17,150.00 | 13,250.000 | 9,357.500 | 9,357.500 | 14.25 | 133,344.37 | |||
0530 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 762.50 | 312.500 | 412.500 | 412.500 | 24.90 | 10,271.25 | |||
0540 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 16.00 | 5.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
0550 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 18.00 | 12.000 | -1.000 | 15.000 | 14.000 | 2,310.00 | -2,310.00 | 32,340.00 | |
0560 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 2.000 | 3.000 | 3.000 | 5,520.00 | 16,560.00 | |||
0570 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 3.000 | 4.000 | 4.000 | 2,220.00 | 8,880.00 | |||
0580 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 8.00 | 3.000 | 4.000 | 4.000 | 580.00 | 2,320.00 | |||
0590 | REMOVE GUARDRAIL | 02381 | LF | 2,138.00 | 2,138.000 | 410.000 | 410.000 | 2.00 | 820.00 | |||
0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 7.00 | 5.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
0610 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 128.00 | 128.000 | 129.000 | 129.000 | 126.50 | 16,318.50 | |||
0620 | WITNESS POST | 02432 | EACH | 128.00 | 128.000 | 129.000 | 129.000 | 17.10 | 2,205.90 | |||
0630 | CHANNEL LINING CLASS IA | 02482 | TON | 210.00 | 210.000 | 206.860 | 206.860 | 48.00 | 9,929.28 | |||
0640 | CHANNEL LINING CLASS II | 02483 | TON | 735.00 | 735.000 | 319.410 | 319.410 | 21.50 | 6,867.31 | |||
0650 | CHANNEL LINING CLASS III | 02484 | TON | 1,189.00 | 1,189.000 | 1,007.760 | 1,007.760 | 23.75 | 23,934.30 | |||
0660 | CLEARING AND GRUBBING 146 ACRES | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 20,000.00 | 4,000.00 | 20,000.00 | |
0670 | SIGNS | 02562 | SQFT | 1,020.00 | 1,020.000 | 1,319.500 | 1,319.500 | 8.00 | 10,556.00 | |||
0680 | EDGE KEY | 02585 | LF | 539.00 | 321.000 | 343.000 | 343.000 | 30.00 | 10,290.00 | |||
0690 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 54,340.00 | 16,786.000 | 16,886.000 | 16,886.000 | 0.75 | 12,664.50 | |||
0700 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 10,630.00 | 4,443.000 | 4,443.450 | 4,443.450 | 2.00 | 8,886.90 | |||
0710 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 100,000.00 | 5,000.00 | 100,000.00 | |
0720 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,500.00 | 18,500.00 | |||
0730 | DIVERSIONS (BY-PASS DETOURS) #10 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,900.00 | 17,900.00 | |||
0740 | DIVERSIONS (BY-PASS DETOURS) #11 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,400.00 | 26,400.00 | |||
0750 | DIVERSIONS (BY-PASS DETOURS) #12 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
0760 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,600.00 | 6,600.00 | |||
0770 | DIVERSIONS (BY-PASS DETOURS) #4 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,100.00 | 13,100.00 | |||
0780 | CROSSOVER #3 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
0790 | CROSSOVER #5 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,600.00 | 12,600.00 | |||
0800 | CROSSOVER #7 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0810 | CROSSOVER #8 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,200.00 | 20,200.00 | |||
0820 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
0830 | SETTLEMENT PLATFORM | 02692 | EACH | 6.00 | 5.000 | 5.000 | 5.000 | 1,100.00 | 5,500.00 | |||
0840 | TEMP SILT FENCE | 02701 | LF | 17,175.00 | 17,175.000 | 5,491.000 | 5,491.000 | 2.15 | 11,805.65 | |||
0850 | SILT TRAP TYPE A | 02703 | EACH | 292.00 | 292.000 | 27.000 | 27.000 | 165.00 | 4,455.00 | |||
0860 | SILT TRAP TYPE B | 02704 | EACH | 292.00 | 292.000 | 91.000 | 91.000 | 165.00 | 15,015.00 | |||
0870 | SILT TRAP TYPE C | 02705 | EACH | 146.00 | 146.000 | 17.000 | 17.000 | 110.00 | 1,870.00 | |||
0880 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 584.00 | 584.000 | 40.000 | 40.000 | 27.00 | 1,080.00 | |||
0890 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 584.00 | 584.000 | 119.000 | 119.000 | 27.00 | 3,213.00 | |||
0900 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 292.00 | 292.000 | 12.000 | 12.000 | 27.00 | 324.00 | |||
0910 | CLEAN TEMP SILT FENCE | 02709 | LF | 34,350.00 | 34,350.000 | 2,125.000 | 2,125.000 | 0.55 | 1,168.75 | |||
0920 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
0930 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
0940 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
0950 | RELOCATE CRASH CUSHION | 02898 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0960 | TUBULAR MARKERS | 03225 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 36.50 | 0.00 | |||
0970 | STEEL PIPE-2 1/2 IN | 03340 | LF | 32.00 | 32.000 | 112.640 | 112.640 | 69.00 | 7,772.16 | |||
0980 | STEEL PIPE-4 IN | 03343 | LF | 169.00 | 169.000 | 120.400 | 120.400 | 78.00 | 9,391.20 | |||
0990 | EROSION CONTROL BLANKET | 05950 | SQYD | 53,871.00 | 78,871.000 | 77,013.390 | 77,013.390 | 1.02 | 78,553.65 | |||
1000 | TEMP MULCH | 05952 | SQYD | 706,640.00 | 706,640.000 | -1.020 | 220,678.830 | 220,677.810 | 0.14 | -0.14 | 30,894.89 | |
1010 | SEEDING AND PROTECTION | 05985 | SQYD | 454,960.00 | 354,960.000 | 0.010 | 379,692.130 | 379,692.140 | 0.25 | 0.00 | 94,923.03 | |
1020 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,955.00 | 38,955.000 | 47,597.000 | 47,597.000 | 0.20 | 9,519.40 | |||
1030 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 115,236.00 | 48,260.000 | 50,264.000 | 50,264.000 | 0.24 | 12,063.36 | |||
1040 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,900.00 | 1,023.000 | 1,023.260 | 1,023.260 | 1.50 | 1,534.89 | |||
1050 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 86.00 | 0.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
1060 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 130.00 | 0.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
1070 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 322.00 | 0.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
1080 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 92.00 | 0.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
1090 | CONCRETE-CLASS A | 08100 | CUYD | 155.65 | 160.560 | 53.810 | 53.810 | 752.50 | 40,492.02 | |||
1100 | STEEL REINFORCEMENT | 08150 | LB | 3,641.00 | 4,020.000 | 3,433.600 | 3,433.600 | 1.00 | 3,433.60 | |||
1110 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 5,220.00 | 0.00 | |||
1120 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 527.00 | 116.000 | 116.000 | 116.000 | 2.50 | 290.00 | |||
1130 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 39.00 | 34.000 | 32.000 | 32.000 | 12.50 | 400.00 | |||
1140 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1150 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,000.00 | 3,000.000 | 460.200 | 460.200 | 1.60 | 736.32 | |||
8000 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 500,000.000 | 101,867.110 | 101,867.110 | 0.20 | 20,373.42 | |||
8008 | CHAIN LINK FENCE-7 FT 2X9X84TT | 08709 | LF | 0.00 | 670.000 | 660.000 | 660.000 | 21.70 | 14,322.00 | |||
8009 | FUEL ADJUSTMENT embankment in place | 10020NS | DOLL | 0.00 | 101,441.000 | 70,443.710 | 70,443.710 | 1.00 | 70,443.71 | |||
8014 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 200.000 | 80.000 | 80.000 | 8.50 | 680.00 | |||
8015 | NON-SPEC MATERIAL #67 Aggregate | 10070NS | DOLL | 0.00 | 0.001 | -268.520 | -268.520 | 1.00 | -268.52 | |||
8016 | NON-SPEC MATERIAL Yellow Traffic Paint | 10070NS | DOLL | 0.00 | 0.001 | -5.000 | -5.000 | 1.00 | -5.00 | |||
8018 | SAFELOADING | 02690 | CUYD | 0.00 | 6.500 | 6.540 | 6.540 | 375.00 | 2,452.50 | |||
8019 | PLUG PIPE | 01314 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
8021 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 4,750.000 | -4,750.000 | 0.000 | 1.00 | 4,750.00 | 0.00 | |
8032 | ASPHALT WEDGE CURB 4 inch height | 01897 | LF | 0.00 | 2,516.300 | 2,175.000 | 2,175.000 | 5.50 | 11,962.50 | |||
8033 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 7.000 | 6.000 | 6.000 | 3,950.00 | 23,700.00 | |||
8034 | CHANNEL LINING CLASS III flume to ditch | 02484 | TON | 0.00 | 305.000 | 281.620 | 281.620 | 26.00 | 7,322.12 | |||
8035 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 980.000 | 980.000 | 980.000 | 1.75 | 1,715.00 | |||
8036 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 980.000 | 980.000 | 980.000 | 1.75 | 1,715.00 | |||
8037 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 424.000 | 699.500 | 699.500 | 11.05 | 7,729.47 | |||
8038 | GUARDRAIL END TREATMENT TYPE 4A temporary | 02391 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,415.00 | 0.00 | |||
8039 | GUARDRAIL END TREATMENT TYPE 7 temporary | 02371 | EACH | 0.00 | 3.000 | 5.000 | 5.000 | 1,260.00 | 6,300.00 | |||
8040 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -17,488.580 | -17,488.580 | 1.00 | -17,488.58 | |||
8041 | REMOVE PIPE | 01310 | LF | 0.00 | 27.000 | 27.000 | 27.000 | 18.50 | 499.50 | |||
8042 | REIMBURSEMENT credit for 15 inch entrance pipe | 10299N | DOLL | 0.00 | 27.000 | 27.000 | 27.000 | -5.85 | -157.95 | |||
8043 | DROP BOX INLET TYPE 13G modified | 01559 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
8047 | NON-SPEC MATERIAL #67 Aggregate | 10070NS | DOLL | 0.00 | 0.001 | -60.520 | -60.520 | 1.00 | -60.52 | |||
8056 | COST PLUS WORK SINKHOLES KY 144 | 10080NSD | DOLL | 0.00 | 10,000.000 | 2,107.700 | 2,107.700 | 1.00 | 2,107.70 | |||
8057 | TOPDRESSING FERTILIZER | 05966 | TON | 0.00 | 30.000 | 24.400 | 24.400 | 935.00 | 22,814.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0002 PAVING-ASPH ALT 1 | |||||||
1160 | DGA BASE | 00001 | TON | 71,953.00 | 38,953.000 | 646.420 | 42,148.210 | 42,794.630 | 16.65 | 10,762.89 | 712,530.58 | |
1170 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 116,205.00 | 77,999.000 | 77,556.010 | 77,556.010 | 1.71 | 132,620.77 | |||
1180 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 18,999.00 | 12,526.000 | -2,117.030 | 12,669.410 | 10,552.380 | 33.86 | -71,682.63 | 357,303.58 | |
1190 | TRAFFIC BOUND BASE | 00020 | TON | 27.00 | 57.000 | 22.420 | 22.420 | 35.00 | 784.70 | |||
1200 | ASPHALT SEAL AGGREGATE | 00100 | TON | 509.00 | 379.000 | 248.770 | 248.770 | 57.00 | 14,179.89 | |||
1210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,140.00 | 2,216.000 | 1,811.790 | 1,811.790 | 49.40 | 89,502.42 | |||
1220 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 26,806.00 | 18,976.000 | 48.470 | 18,860.080 | 18,908.550 | 44.20 | 2,142.37 | 835,757.91 | |
1230 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 22,118.00 | 17,018.000 | 0.080 | 17,421.140 | 17,421.220 | 41.00 | 3.28 | 714,270.02 | |
1240 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 8,720.00 | 6,239.000 | 6,217.320 | 6,217.320 | 48.25 | 299,985.69 | |||
1250 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 16,366.00 | 8,693.000 | 8,809.210 | 8,809.210 | 52.25 | 460,281.22 | |||
1260 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 61.00 | 46.000 | 32.720 | 32.720 | 838.00 | 27,419.36 | |||
1270 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,464.00 | 1,663.000 | 1,984.910 | 1,984.910 | 62.50 | 124,056.87 | |||
1280 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 1,787.00 | 0.000 | 636.760 | 350.380 | 987.140 | 69.75 | 44,414.01 | 68,853.01 | |
1290 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 1,948.00 | 1,373.000 | 1,038.480 | 1,038.480 | 57.00 | 59,193.36 | |||
1300 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 2,211.00 | 0.000 | 1,789.050 | 1,789.050 | 74.00 | 132,389.70 | |||
1310 | CL4 ASPH SURF 0.50B PG76-22 | 00329 | TON | 3,989.00 | 3,139.000 | 2,626.860 | 2,626.860 | 65.90 | 173,110.07 | |||
1320 | ASPHALT CURING SEAL | 00358 | TON | 174.00 | 119.000 | 122.850 | 122.850 | 632.00 | 77,641.20 | |||
1330 | CEMENT | 02542 | TON | 2,278.00 | 1,573.750 | 0.010 | 1,105.890 | 1,105.900 | 113.40 | 1.13 | 125,409.06 | |
1340 | SAND FOR BLOTTER | 02702 | TON | 290.00 | 261.000 | 274.080 | 274.080 | 12.00 | 3,288.96 | |||
1350 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 388,768.00 | 0.00 | |||
8010 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 100,000.000 | -7,704.160 | 271,601.250 | 263,897.090 | 1.00 | -7,704.16 | 263,897.09 | |
8012 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 220,000.000 | -4,353.940 | 314,988.000 | 310,634.060 | 1.00 | -4,353.94 | 310,634.06 | |
8017 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 14,600.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
8044 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 0.00 | 53.000 | 51.670 | 51.670 | 75.00 | 3,875.25 | |||
8046 | CEMENT Non Spec | 02542 | TON | 0.00 | 474.250 | 474.240 | 474.240 | 57.70 | 27,363.64 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0004 PAVING-ASPH ALT 2- PLEASANT VALLEY CONNECTOR | |||||||
1510 | DGA BASE | 00001 | TON | 17,508.00 | 17,508.000 | 15,532.110 | 15,532.110 | 16.40 | 254,726.60 | |||
1520 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 32,599.00 | 32,599.000 | 28,677.490 | 28,677.490 | 1.71 | 49,038.50 | |||
1530 | TRAFFIC BOUND BASE | 00020 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1540 | ASPHALT SEAL AGGREGATE | 00100 | TON | 72.00 | 72.000 | 71.050 | 71.050 | 57.00 | 4,049.85 | |||
1550 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,920.00 | 2,920.000 | 72.770 | 2,522.640 | 2,595.410 | 43.50 | 3,165.49 | 112,900.33 | |
1560 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 14,972.00 | 14,972.000 | 14,616.930 | 14,616.930 | 40.25 | 588,331.43 | |||
1570 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,068.00 | 3,068.000 | 3,490.740 | 3,490.740 | 49.50 | 172,791.63 | |||
1580 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 9.00 | 9.000 | 8.150 | 8.150 | 838.00 | 6,829.70 | |||
1590 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 511.00 | 511.000 | 683.550 | 683.550 | 60.25 | 41,183.88 | |||
1600 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 604.00 | 604.000 | 595.780 | 595.780 | 58.50 | 34,853.13 | |||
1610 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,966.00 | 1,966.000 | 2,169.330 | 2,169.330 | 70.00 | 151,853.10 | |||
1620 | ASPHALT CURING SEAL | 00358 | TON | 33.00 | 33.000 | 31.870 | 31.870 | 498.00 | 15,871.26 | |||
1630 | CEMENT | 02542 | TON | 639.00 | 153.340 | 0.000 | 0.000 | 113.00 | 0.00 | |||
1640 | SAND FOR BLOTTER | 02702 | TON | 82.00 | 82.000 | 80.950 | 80.950 | 12.00 | 971.40 | |||
1650 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 172,673.00 | 0.00 | |||
8011 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 40,000.000 | 38,196.510 | 38,196.510 | 1.00 | 38,196.51 | |||
8013 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 100,000.000 | 51,405.270 | 51,405.270 | 1.00 | 51,405.27 | |||
8045 | CEMENT Non Spec | 02542 | TON | 0.00 | 485.660 | 485.660 | 485.660 | 57.70 | 28,022.58 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0006 BRIDGE-25915 | |||||||
1790 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 530.00 | 530.000 | 530.000 | 530.000 | 42.15 | 22,339.50 | |||
1800 | MASONRY COATING | 02998 | SQYD | 2,417.00 | 2,417.000 | 2,292.270 | 2,292.270 | 8.10 | 18,567.38 | |||
1810 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 193.50 | 193.500 | 193.500 | 193.500 | 65.25 | 12,625.87 | |||
1820 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 692.00 | 692.000 | 692.000 | 692.000 | 21.10 | 14,601.20 | |||
1830 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 864.00 | 864.000 | 1,183.150 | 1,183.150 | 25.10 | 29,697.06 | |||
1840 | TEST PILES | 08033 | LF | 502.00 | 1,132.000 | 1,128.610 | 1,128.610 | 58.25 | 65,741.53 | |||
1850 | PILES-STEEL HP14X89 | 08051 | LF | 6,943.00 | 16,328.000 | 16,286.250 | 16,286.250 | 55.20 | 899,001.00 | |||
1860 | CONCRETE-CLASS A | 08100 | CUYD | 785.30 | 810.100 | 810.100 | 810.100 | 373.50 | 302,572.35 | |||
1870 | CONCRETE-CLASS AA | 08104 | CUYD | 959.30 | 959.300 | 959.300 | 959.300 | 487.00 | 467,179.10 | |||
1880 | STEEL REINFORCEMENT | 08150 | LB | 104,220.00 | 104,220.000 | 104,220.450 | 104,220.450 | 0.88 | 91,713.99 | |||
1890 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 252,562.00 | 252,562.000 | 252,562.000 | 252,562.000 | 0.92 | 232,357.04 | |||
1900 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,910.00 | 2,910.000 | 2,910.000 | 2,910.000 | 218.00 | 634,380.00 | |||
1910 | RAIL SYSTEM TYPE III | 21532ED | LF | 591.00 | 591.000 | 591.000 | 591.000 | 98.50 | 58,213.50 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0007 BRIDGE-25917 | |||||||
1920 | JUNCTION BOX-24 IN | 01643 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 286.00 | 3,432.00 | |||
1930 | STRUCTURE GRANULAR BACKFILL BRIDGE DRAWING 25917 | 02231 | CUYD | 565.40 | 565.400 | 565.400 | 565.400 | 42.15 | 23,831.61 | |||
1940 | MASONRY COATING | 02998 | SQYD | 5,061.00 | 5,061.000 | 5,005.160 | 5,005.160 | 8.10 | 40,541.79 | |||
1950 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 260.20 | 260.200 | 260.200 | 260.200 | 65.25 | 16,978.05 | |||
1960 | CONDUIT-3 IN | 04797 | LF | 1,746.60 | 1,746.600 | 1,698.560 | 1,698.560 | 2.25 | 3,821.76 | |||
1970 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,885.00 | 1,885.000 | 1,708.830 | 1,708.830 | 21.10 | 36,056.31 | |||
1980 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,424.60 | 1,724.600 | 1,778.860 | 1,778.860 | 25.10 | 44,649.38 | |||
1990 | TEST PILES | 08033 | LF | 544.00 | 1,574.000 | 1,282.750 | 1,282.750 | 58.25 | 74,720.18 | |||
2000 | PILES-STEEL HP14X89 | 08051 | LF | 13,394.00 | 19,871.400 | 19,502.920 | 19,502.920 | 55.20 | 1,076,561.18 | |||
2010 | CONCRETE-CLASS A | 08100 | CUYD | 1,449.50 | 1,449.500 | 1,449.500 | 1,449.500 | 373.50 | 541,388.25 | |||
2020 | CONCRETE-CLASS AA | 08104 | CUYD | 1,493.90 | 1,493.900 | 1,493.900 | 1,493.900 | 487.00 | 727,529.30 | |||
2030 | STEEL REINFORCEMENT BRIDGE DRAWING 25917 | 08150 | LB | 24,986.00 | 242,986.000 | 242,986.000 | 242,986.000 | 0.88 | 213,827.68 | |||
2040 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 436,095.00 | 436,095.000 | 436,095.000 | 436,095.000 | 0.92 | 401,207.40 | |||
2050 | APPROACH SLAB | 08500 | SQYD | 466.60 | 466.600 | 466.600 | 466.600 | 136.00 | 63,457.60 | |||
2060 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 4,185.00 | 4,185.000 | 4,185.000 | 4,185.000 | 260.00 | 1,088,100.00 | |||
2070 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 702.00 | 0.00 | |||
2080 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,698.60 | 1,698.600 | 1,698.600 | 1,698.600 | 98.50 | 167,312.10 | |||
2090 | DYNAMIC PILE TESTING | 23233EC | EACH | 20.00 | 20.000 | 8.000 | 8.000 | 2,207.00 | 17,656.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0008 BRIDGE-25916 | |||||||
2100 | JUNCTION BOX-24 IN | 01643 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 286.00 | 6,864.00 | |||
2110 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 469.60 | 469.600 | 469.600 | 469.600 | 42.15 | 19,793.64 | |||
2120 | MASONRY COATING | 02998 | SQYD | 8,001.10 | 8,001.100 | 7,566.560 | 7,566.560 | 8.10 | 61,289.13 | |||
2130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 168.00 | 168.000 | 168.000 | 168.000 | 65.25 | 10,962.00 | |||
2140 | CONDUIT-3 IN | 04797 | LF | 3,717.30 | 3,717.300 | 3,669.000 | 3,669.000 | 2.25 | 8,255.25 | |||
2150 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 3,638.90 | 3,638.900 | 3,508.860 | 3,508.860 | 21.10 | 74,036.94 | |||
2160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,825.20 | 2,825.200 | 3,310.850 | 3,310.850 | 25.10 | 83,102.33 | |||
2170 | TEST PILES | 08033 | LF | 1,066.00 | 1,966.000 | 1,914.490 | 1,914.490 | 58.25 | 111,519.04 | |||
2180 | PILES-STEEL HP14X89 | 08051 | LF | 21,846.00 | 44,311.000 | 43,883.460 | 43,883.460 | 55.20 | 2,422,366.99 | |||
2190 | CONCRETE-CLASS A | 08100 | CUYD | 3,290.90 | 3,290.900 | 3,290.900 | 3,290.900 | 373.50 | 1,229,151.15 | |||
2200 | CONCRETE-CLASS AA | 08104 | CUYD | 2,600.80 | 2,600.800 | 2,600.800 | 2,600.800 | 487.00 | 1,266,589.60 | |||
2210 | STEEL REINFORCEMENT | 08150 | LB | 477,614.00 | 477,614.000 | 477,614.000 | 477,614.000 | 0.88 | 420,300.32 | |||
2220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 905,853.00 | 937,298.000 | 937,298.000 | 937,298.000 | 0.92 | 862,314.16 | |||
2230 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 168.00 | 168.000 | 168.000 | 168.000 | 166.00 | 27,888.00 | |||
2240 | APPROACH SLAB | 08500 | SQYD | 466.60 | 466.600 | 466.600 | 466.600 | 136.00 | 63,457.60 | |||
2250 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 8,744.60 | 8,744.600 | 8,744.600 | 8,744.600 | 218.00 | 1,906,322.80 | |||
2260 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 702.00 | 0.00 | |||
2270 | RAIL SYSTEM TYPE III | 21532ED | LF | 3,669.30 | 3,669.300 | 3,669.300 | 3,669.300 | 98.50 | 361,426.05 | |||
2280 | DYNAMIC PILE TESTING | 23233EC | EACH | 40.00 | 40.000 | 24.000 | 24.000 | 2,207.00 | 52,968.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0009 BRIDGE-25914 | |||||||
2290 | JUNCTION BOX-24 IN | 01643 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 286.00 | 2,574.00 | |||
2300 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 480.00 | 480.000 | 480.000 | 480.000 | 42.15 | 20,232.00 | |||
2310 | MASONRY COATING | 02998 | SQYD | 2,735.00 | 2,735.000 | 2,733.300 | 2,733.300 | 8.10 | 22,139.73 | |||
2320 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 188.70 | 188.700 | 188.700 | 188.700 | 65.25 | 12,312.67 | |||
2330 | CONDUIT-3 IN | 04797 | LF | 822.00 | 822.000 | 818.000 | 818.000 | 2.25 | 1,840.50 | |||
2340 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 551.00 | 551.000 | 537.040 | 537.040 | 21.10 | 11,331.54 | |||
2350 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 574.00 | 574.000 | 819.390 | 819.390 | 25.10 | 20,566.68 | |||
2360 | TEST PILES | 08033 | LF | 418.00 | 1,068.000 | 994.520 | 994.520 | 58.25 | 57,930.79 | |||
2370 | PILES-STEEL HP14X89 | 08051 | LF | 4,356.00 | 11,556.000 | 10,314.650 | 10,314.650 | 55.20 | 569,368.68 | |||
2380 | CONCRETE-CLASS A | 08100 | CUYD | 753.70 | 753.700 | 741.110 | 741.110 | 373.50 | 276,804.58 | |||
2390 | CONCRETE-CLASS AA | 08104 | CUYD | 624.10 | 624.100 | 624.100 | 624.100 | 487.00 | 303,936.70 | |||
2400 | STEEL REINFORCEMENT | 08150 | LB | 75,096.00 | 77,349.000 | 76,580.560 | 76,580.560 | 0.88 | 67,390.89 | |||
2410 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 189,794.00 | 189,794.000 | 189,794.000 | 189,794.000 | 0.92 | 174,610.48 | |||
2420 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,898.90 | 1,898.900 | 1,898.900 | 1,898.900 | 186.00 | 353,195.40 | |||
2430 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 702.00 | 2,808.00 | |||
2440 | RAIL SYSTEM TYPE III | 21532ED | LF | 774.00 | 774.000 | 774.000 | 774.000 | 98.50 | 76,239.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0010 SIGNALIZATION | |||||||
2450 | CONDUIT-1 1/4 IN | 04793 | LF | 1,119.00 | 1,299.000 | 1,350.000 | 1,350.000 | 6.35 | 8,572.50 | |||
2460 | CONDUIT-2 IN | 04795 | LF | 622.00 | 622.000 | 585.000 | 585.000 | 7.90 | 4,621.50 | |||
2470 | JUNCTION BOX TYPE B | 04811 | EACH | 13.00 | 15.000 | 10.000 | 10.000 | 325.00 | 3,250.00 | |||
2480 | TRENCHING AND BACKFILLING | 04820 | LF | 1,741.00 | 1,781.000 | 1,490.000 | 1,490.000 | 2.45 | 3,650.50 | |||
2490 | LOOP WIRE | 04830 | LF | 3,558.00 | 3,558.000 | 2,420.000 | 2,420.000 | 0.65 | 1,573.00 | |||
2500 | CABLE-NO. 14/5C | 04844 | LF | 3,575.00 | 3,775.000 | 2,819.000 | 2,819.000 | 1.10 | 3,100.90 | |||
2510 | CABLE-NO. 14/1 PAIR | 04850 | LF | 5,692.00 | 5,692.000 | 5,515.000 | 5,515.000 | 0.75 | 4,136.25 | |||
2520 | MESSENGER-10800 LB | 04885 | LF | 1,223.00 | 1,223.000 | 1,100.000 | 1,100.000 | 2.50 | 2,750.00 | |||
2530 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,077.00 | 1,077.000 | 944.000 | 944.000 | 4.40 | 4,153.60 | |||
2540 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,445.00 | 2,445.00 | |||
2550 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,885.00 | 18,850.00 | |||
2560 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,385.00 | 0.00 | |||
2570 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 86.25 | 0.00 | |||
2580 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 21.00 | 21.000 | 8.000 | 8.000 | 240.00 | 1,920.00 | |||
2590 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
2600 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 6.00 | 10.000 | 4.000 | 4.000 | 335.00 | 1,340.00 | |||
2610 | ADVANCE BEACON CONTROL | 23053NN | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 1,420.00 | 5,680.00 | |||
2620 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 43.70 | 43.700 | 40.290 | 40.290 | 397.00 | 15,995.13 | |||
8020 | BORE AND JACK CONDUIT 1 1/4 IN conduit | 21543EN | LF | 0.00 | 140.000 | 120.000 | 120.000 | 21.43 | 2,571.60 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0011 LIGHTING | |||||||
2630 | POLE 40 FT MTG HT | 04701 | EACH | 16.00 | 9.000 | 9.000 | 9.000 | 1,385.00 | 12,465.00 | |||
2640 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 35,745.00 | 142,980.00 | |||
2650 | BRACKET 15 FT | 04725 | EACH | 16.00 | 9.000 | 9.000 | 9.000 | 178.00 | 1,602.00 | |||
2660 | POLE BASE | 04740 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,040.00 | 14,560.00 | |||
2670 | TRANSFORMER BASE | 04750 | EACH | 14.00 | 7.000 | 7.000 | 7.000 | 285.00 | 1,995.00 | |||
2680 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,980.00 | 9,980.00 | |||
2690 | HPS LUMINAIRE | 04770 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 335.00 | 5,360.00 | |||
2700 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 1,220.00 | 28,060.00 | |||
2710 | FUSED CONNECTOR KIT | 04780 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 68.00 | 2,176.00 | |||
2720 | CONDUIT-1 1/4 IN | 04793 | LF | 2,716.00 | 950.000 | 950.000 | 950.000 | 6.30 | 5,985.00 | |||
2730 | CONDUIT-2 IN | 04795 | LF | 585.00 | 450.000 | 450.000 | 450.000 | 8.00 | 3,600.00 | |||
2740 | CONDUIT-3 1/2 IN | 04798 | LF | 1,810.00 | 1,810.000 | 1,840.000 | 1,840.000 | 14.10 | 25,944.00 | |||
2750 | MARKER | 04800 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 65.00 | 910.00 | |||
2760 | TRENCHING AND BACKFILLING | 04820 | LF | 8,853.00 | 6,068.000 | 5,668.000 | 5,668.000 | 2.40 | 13,603.20 | |||
2770 | WIRE-NO. 12 | 04832 | LF | 1,760.00 | 1,610.000 | 1,850.000 | 1,850.000 | 0.50 | 925.00 | |||
2780 | WIRE-NO. 8 | 04833 | LF | 12,426.00 | 5,046.000 | 6,000.000 | 6,000.000 | 0.95 | 5,700.00 | |||
2790 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 3,600.00 | 3,600.000 | 3,490.000 | 3,490.000 | 4.20 | 14,658.00 | |||
2800 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 5,600.00 | 5,600.000 | 5,675.000 | 5,675.000 | 5.50 | 31,212.50 | |||
2810 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 16.00 | 12.000 | 12.000 | 12.000 | 475.00 | 5,700.00 | |||
2820 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,285.00 | 8,995.00 | |||
2830 | POLE BASE-HIGH MAST | 23161EN | CUYD | 35.35 | 35.350 | 34.430 | 34.430 | 389.00 | 13,393.27 | |||
8025 | POLE 40 FT MTG HT | 04701 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 1,542.00 | 10,794.00 | |||
8026 | BRACKET 15 FT | 04725 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 228.00 | 1,596.00 | |||
8027 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 335.00 | 2,345.00 | |||
8028 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 1,050.000 | 940.000 | 940.000 | 6.90 | 6,486.00 | |||
8029 | CONDUIT-2 IN | 04795 | LF | 0.00 | 245.000 | 240.000 | 240.000 | 8.89 | 2,133.60 | |||
8030 | WIRE-NO. 8 | 04833 | LF | 0.00 | 4,000.000 | 3,633.000 | 3,633.000 | 1.29 | 4,686.57 | |||
8031 | INSTALL LIGHTING CONTROL EQUIPMENT | 24039EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0012 UTILITY-ELECTRICAL | |||||||
2840 | INSTALL POLE 175-2S | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,225.00 | 1,225.00 | |||
2850 | INSTALL POLE 175-37 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 862.00 | 862.00 | |||
2860 | INSTALL POLE 175-3S | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,064.00 | 3,064.00 | |||
2870 | INSTALL POLE 175-4S | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,320.00 | 1,320.00 | |||
2880 | INSTALL POLE 175-9 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,765.00 | 2,765.00 | |||
2890 | INSTALL POLE 178.27 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2900 | INSTALL POLE 178-24 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2910 | INSTALL POLE 178-25 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2920 | INSTALL POLE 178-26 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
2930 | INSTALL POLE 178-28 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
2940 | INSTALL POLE 178-29 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2950 | INSTALL POLE 178-30 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
2960 | INSTALL POLE 178-31 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
2970 | INSTALL POLE 178-32 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2980 | INSTALL POLE 178-33 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
2990 | INSTALL POLE 178-34 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
3000 | INSTALL POLE 178-35 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
3010 | INSTALL POLE 178-36 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
3020 | INSTALL POLE 178-37 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
3030 | INSTALL POLE 178-38 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
3040 | INSTALL POLE 178-39 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
3050 | INSTALL POLE 178-40 | 23509EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,675.00 | 1,675.00 | |||
3060 | PROJECT CLEANUP | 23510EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,510.00 | 2,510.00 | |||
3070 | INSTALL 3 PHASE 1/0AL OVERHEAD CONDUCTOR | 23511EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,125.00 | 9,125.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0013 WATERLINE-E. DAVIESS CO. WATER ASSOCIATION | |||||||
3080 | STEEL ENCASEMENT PIPE-24 IN JACK AND BORE | 01081 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 286.00 | 10,010.00 | |||
3090 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 700.00 | 700.000 | 700.000 | 700.000 | 56.00 | 39,200.00 | |||
3100 | STEEL ENCASEMENT PIPE-20 IN | 01076 | LF | 250.00 | 250.000 | 250.000 | 250.000 | 91.50 | 22,875.00 | |||
3110 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 779.00 | 781.000 | 781.000 | 781.000 | 45.75 | 35,730.75 | |||
3120 | PVC PIPE-3/4 IN | 03379 | LF | 258.00 | 258.000 | 258.000 | 258.000 | 5.90 | 1,522.20 | |||
3130 | PVC PIPE-6 IN | 03385 | LF | 2,216.00 | 2,246.000 | 2,246.000 | 2,246.000 | 9.30 | 20,887.80 | |||
3140 | PVC PIPE-12 IN | 03391 | LF | 1,419.00 | 1,419.000 | 1,416.000 | 1,416.000 | 17.75 | 25,134.00 | |||
3150 | REMOVE METER | 03423 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 105.00 | 105.00 | |||
3160 | REMOVE FIRE HYDRANT | 03434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 135.00 | 135.00 | |||
3170 | TIE-IN 6 IN | 03466 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,455.00 | 7,275.00 | |||
3180 | TIE-IN 12 IN | 03472 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
3190 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 960.00 | 960.00 | |||
3200 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 695.00 | 1,390.00 | |||
3210 | CUT AND PLUG 16 IN | 20707ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,685.00 | 15,370.00 | |||
3220 | CUT AND PLUG 12 IN | 20708ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,665.00 | 9,330.00 | |||
3230 | CUT AND PLUG 6 IN | 21114ND | EACH | 6.00 | 8.000 | 8.000 | 8.000 | 1,465.00 | 11,720.00 | |||
3240 | DISCONNECT MAIN | 21272ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 325.00 | 325.00 | |||
3250 | LINE STOPPER-6 IN | 22610NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,680.00 | 17,040.00 | |||
3260 | PE WATER TUBING-2 IN | 23005EN | LF | 192.00 | 192.000 | 192.000 | 192.000 | 7.50 | 1,440.00 | |||
3270 | HOT TAP-16 X 16 IN | 23500EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,050.00 | 20,100.00 | |||
3280 | HOT TAP-6 X 6 IN | 23501EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 510.00 | 1,530.00 | |||
3290 | FIRE HYDRANT WITH GATE VALVE | 23502EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,450.00 | 3,450.00 | |||
3300 | LINE STOP-16 IN | 23503EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,940.00 | 17,880.00 | |||
3310 | CONNECT TO WATER METER | 23504EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 290.00 | 290.00 | |||
3890 | STEEL ENCASEMENT PIPE-10 IN JACK AND BORE | 01067 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 110.00 | 15,950.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0014 WATERLINE-REGIONAL WATER RESOURCE AGENCY | |||||||
3320 | STEEL ENCASEMENT PIPE-20 IN BORE AND JACK | 01076 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 210.00 | 16,800.00 | |||
3330 | STEEL ENCASEMENT PIPE-20 IN OPEN CUT | 01076 | LF | 174.00 | 174.000 | 174.000 | 174.000 | 98.00 | 17,052.00 | |||
3340 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 275.00 | 275.000 | 275.000 | 275.000 | 234.00 | 64,350.00 | |||
3350 | SANITARY SEWER MANHOLE | 01799 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,500.00 | 19,500.00 | |||
3360 | TIE-IN 12 IN | 03472 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
3370 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 960.00 | 960.00 | |||
3380 | CONNECT TO EXIST MANHOLE | 20424EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,415.00 | 2,830.00 | |||
3390 | CUT AND PLUG 12 IN | 20708ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,665.00 | 18,660.00 | |||
3410 | PVC FORCE MAIN-12 IN | 23356EC | LF | 1,665.00 | 890.000 | 895.000 | 895.000 | 23.75 | 21,256.25 | |||
3420 | DUCTILE IRON PIPE-42 IN | 23505EC | LF | 1,563.00 | 532.000 | 500.000 | 500.000 | 170.00 | 85,000.00 | |||
3430 | STEEL ENCASEMENT PIPE-54 IN | 23506EC | LF | 532.00 | 532.000 | 532.000 | 532.000 | 401.00 | 213,332.00 | |||
3440 | DUCTILE IRON PIPE-48 IN Alt not bid | 23507EC | LF | 1,563.00 | 1,563.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
8001 | DUCTILE IRON PIPE-42 IN SN72 HOBAS Gravity Sewer Line | 23505EC | LF | 0.00 | 1,031.000 | 1,064.000 | 1,064.000 | 186.15 | 198,063.60 | |||
8005 | TIE-IN 16 IN | 21113ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,818.00 | 7,636.00 | |||
8006 | PVC PIPE-16 IN Force Main-16 IN | 21239ED | LF | 0.00 | 775.000 | 775.000 | 775.000 | 52.25 | 40,493.75 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0015 WATERLINE-OWENSBORO MUNICIPAL UTILITIES | |||||||
3450 | STEEL ENCASEMENT PIPE-20 IN | 01076 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 91.50 | 25,620.00 | |||
3460 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 1,098.00 | 1,098.000 | 1,073.000 | 1,073.000 | 35.50 | 38,091.50 | |||
3470 | CUT AND PLUG 12 IN | 20708ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,665.00 | 9,330.00 | |||
3480 | LINE STOPPER 12 IN | 21182ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,520.00 | 15,040.00 | |||
3490 | HOT TAP-12 X 12 IN | 23508EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 507.00 | 1,014.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0016 WATERLINE-SOUTHEAST DAVIESS CO. WATER DIST. | |||||||
3500 | STEEL ENCASEMENT PIPE-14 IN | 01071 | LF | 260.00 | 260.000 | 260.000 | 260.000 | 145.50 | 37,830.00 | |||
3510 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 196.00 | 8,820.00 | |||
3520 | COPPER PIPE-3/4 IN | 03360 | LF | 170.00 | 170.000 | 208.000 | 208.000 | 9.20 | 1,913.60 | |||
3530 | COPPER PIPE-1 IN | 03361 | LF | 10.00 | 10.000 | 11.000 | 11.000 | 12.00 | 132.00 | |||
3540 | COPPER PIPE-2 IN | 03363 | LF | 470.00 | 470.000 | 490.000 | 490.000 | 18.00 | 8,820.00 | |||
3550 | PVC PIPE-6 IN | 03385 | LF | 2,515.00 | 1,393.000 | 1,283.000 | 1,283.000 | 9.30 | 11,931.90 | |||
3560 | PVC PIPE-10 IN | 03389 | LF | 3,723.00 | 3,723.000 | 3,750.000 | 3,750.000 | 11.10 | 41,625.00 | |||
3570 | PVC PIPE-12 IN | 03391 | LF | 402.00 | 402.000 | 423.000 | 423.000 | 17.75 | 7,508.25 | |||
3580 | REMOVE AND RELOCATE METER | 03432 | EACH | 13.00 | 13.000 | 8.500 | 8.500 | 1,110.00 | 9,435.00 | |||
3590 | TIE-IN 4 IN | 03464 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,360.00 | 1,360.00 | |||
3600 | GATE VALVE-6 IN | 03526 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 695.00 | 695.00 | |||
3610 | GATE VALVE-10 IN | 03530 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
3620 | BEND 11.25 DEG 6 IN | 03538 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 545.00 | 1,635.00 | |||
3630 | BEND 22.50 DEG 10 IN | 03547 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 868.00 | 868.00 | |||
3640 | BEND 45 DEG 6 IN | 03554 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 545.00 | 1,090.00 | |||
3650 | BEND 45 DEG 10 IN | 03555 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,310.00 | 10,480.00 | |||
3660 | BEND 45 DEG 12 IN | 03556 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 1,570.00 | 9,420.00 | |||
3670 | CONCRETE ENCASEMENT | 20057ES601 | LF | 125.00 | 125.000 | 22.000 | 22.000 | 26.75 | 588.50 | |||
3680 | TEE AND BLOCK 6 IN X 6 IN X 6 IN | 20644ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,224.00 | 0.00 | |||
3690 | CUT AND PLUG 12 IN | 20708ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,665.00 | 9,330.00 | |||
3700 | REDUCER 6 IN X 4 IN | 20825ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 466.00 | 466.00 | |||
3710 | SOLID SLEEVE 4IN | 20826ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
3720 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 6,250.00 | 18,750.00 | |||
3730 | CUT AND CAP 10 IN | 20890ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,085.00 | 6,170.00 | |||
3740 | TEE-10 IN X 10 IN | 20953ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,610.00 | 2,610.00 | |||
3750 | REDUCER-10 IN X 6 IN | 20957ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 745.00 | 745.00 | |||
3760 | TEE 12 IN X 6 IN | 21095ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,850.00 | 2,850.00 | |||
3770 | CUT AND PLUG 6 IN | 21114ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,465.00 | 1,465.00 | |||
3780 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,385.00 | 8,770.00 | |||
3790 | CONNECT TO NEW SYSTEM VIA CORP STOP | 21899NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 512.00 | 0.00 | |||
3800 | CONN TO SYS VIA TAPPING SLEEVE 6X6X6 IN | 21900NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,745.00 | 5,235.00 | |||
3810 | CONN TO 10X10X10 IN TAP SLEEVE W/10 IN | 22118NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,625.00 | 3,625.00 | |||
3820 | CONN TO TAP SLEEVE & VALVE 12X12X10 IN | 23498EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,280.00 | 4,280.00 | |||
3830 | CONN TO TAP SLEEVE & VALVE-10X10X6 | 23499EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,820.00 | 3,640.00 | |||
8002 | RELOCATE FIRE HYDRANT | 03433 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
8003 | TAPPING SLEEVE & VALVE 12X12X4 | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
8004 | HOT TAP 12X4 | 09900 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
8007 | REIMBURSEMENT Restocking fee for waterline elimination | 10299N | DOLL | 0.00 | 785.450 | 785.450 | 785.450 | 1.00 | 785.45 | |||
8048 | STEEL ENCASEMENT PIPE-16 IN Open Cut | 01073 | LF | 0.00 | 205.000 | 205.000 | 205.000 | 89.40 | 18,327.00 | |||
8049 | FREE BORE Uncased 12 IN Bore | 21939EN | LF | 0.00 | 50.000 | 50.000 | 50.000 | 57.25 | 2,862.50 | |||
8050 | COPPER PIPE-3/4 IN | 03360 | LF | 0.00 | 18.000 | 0.000 | 0.000 | 18.90 | 0.00 | |||
8051 | PVC PIPE-12 IN | 03391 | LF | 0.00 | 670.000 | 669.000 | 669.000 | 33.87 | 22,659.03 | |||
8052 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,522.30 | 6,522.30 | |||
8053 | BEND 45 DEG 12 IN | 03556 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 772.64 | 5,408.48 | |||
8054 | CUT AND PLUG 12 IN | 20708ND | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 561.92 | 561.92 | |||
8055 | PLUG PIPE | 01314 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 370.00 | 370.00 | |||
8058 | TEE MJ 8 IN | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 813.00 | 0.00 | |||
8059 | GATE VALVE-8 IN MJ | 03528 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,320.00 | 0.00 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0017 DEMOB AND MOB | |||||||
3840 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 960,000.00 | 960,000.00 | |||
3850 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500,546.78 | 500,546.78 | 500,546.78 | |
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0018 TRAINEES | |||||||
3860 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING/OFF ROAD TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,266.000 | 1,266.000 | 1.00 | 1,266.00 | |||
3870 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 1,375.500 | 1,375.500 | 15.00 | 20,632.50 | |||
3880 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS A OR B OPERATORS | 02742 | HOUR | 3,200.00 | 3,200.000 | 657.500 | 657.500 | 1.00 | 657.50 | |||
Project | DE03000600939 | Fed/State Project Number | ARRA 3023 (014) | Category | 0019 TEST PILE PROGRAM 6597102D | |||||||
8022 | TEST PILES 18 inch (3/8 inch wall thickness) closed end pipe pile | 08033 | LF | 0.00 | 135.000 | 135.000 | 135.000 | 230.00 | 31,050.00 | |||
8023 | TEST PILES 18 inch (1/2 inch wall thickness) closed end pipe pile | 08033 | LF | 0.00 | 135.000 | 135.000 | 135.000 | 246.00 | 33,210.00 | |||
8024 | DYNAMIC PILE TESTING pipe pile | 23233EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,207.00 | 8,828.00 | |||
SUBTOT | $488,735.08 |
$33,297,023.31 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2180-1-0I |
PILES | LF |
16,485.00 | 0002 | $32.40000 | $534,114.00 | ||||||
2180-1-1I |
PILES | LF |
520.00 | 0003 | $33.610000 | $17,477.20 | ||||||
2180-1-2I |
PILES | LF |
520.00 | 0003 | $33.970000 | $17,664.40 | ||||||
2180-1-3I |
PILES | LF |
520.00 | 0003 | $33.970000 | $17,664.40 | ||||||
2180-1-4I |
PILES | LF |
520.00 | 0003 | $33.970000 | $17,664.40 | ||||||
2180-1-5I |
PILES | LF |
520.00 | 0003 | $33.970000 | $17,664.40 | ||||||
2180-1-6I |
PILES | LF |
1,570.00 | 0003 | $32.480000 | $50,993.60 | ||||||
2180-1-7I |
PILES | LF |
540.00 | 0003 | $32.020000 | $17,290.80 | ||||||
2180-1-8I |
PILES | LF |
480.00 | 0003 | $33.610000 | $16,132.80 | ||||||
2180-1-9I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-10I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-11I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-12I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-13I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-14I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-15I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-16I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-17I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-18I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-19I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-20I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-21I |
PILES | LF |
520.00 | 0004 | $31.590000 | $16,426.80 | ||||||
2180-1-22I |
PILES | LF |
2,160.00 | 0004 | $32.020000 | $69,163.20 | ||||||
2210-1-0I |
STEEL REINUN 615GR60 | LB |
47,904.00 | 0004 | $0.330000 | $15,808.32 | ||||||
2210-1-1I |
STEEL REINUN 615GR60 | LB |
49,078.00 | 0004 | $0.330000 | $16,195.74 | ||||||
2180-1-23I |
PILES | LF |
27,251.33 | 0005 | $32.020000 | $872,587.58 | ||||||
2210-1-2I |
STEEL REINUN 615GR60 | LB |
47,728.00 | 0005 | $0.290000 | $13,841.12 | ||||||
2210-1-3I |
STEEL REINUN 615GR60 | LB |
43,998.00 | 0005 | $0.330000 | $14,519.34 | ||||||
2210-1-4I |
STEEL REINUN 615GR60 | LB |
43,003.00 | 0005 | $0.330000 | $14,190.99 | ||||||
2370-1-0I |
PILES | LF |
200.00 | 0005 | $31.740000 | $6,348.00 | ||||||
2370-1-1I |
PILES | LF |
300.00 | 0005 | $31.240000 | $9,372.00 | ||||||
2370-1-2I |
PILES | LF |
495.00 | 0005 | $33.610000 | $16,636.95 | ||||||
2400-1-0I |
STEEL REINUN 615GR60 | LB |
37,546.00 | 0005 | $0.330000 | $12,390.18 | ||||||
2210-1-5I |
STEEL REINUN 615GR60 | LB |
34,881.00 | 0007 | $0.330000 | $11,510.73 | ||||||
2250-1-0I |
I BEAM, TYPE 4 | LF |
2,910.00 | 0007 | $133.930000 | $389,736.30 | ||||||
2060-1-0I |
I BEAM TYP 5 | LF |
3,334.00 | 0008 | $151.050000 | $503,600.70 | ||||||
2250-1-1I |
I BEAM, TYPE 4 | LF |
2,713.50 | 0008 | $133.930000 | $363,419.05 | ||||||
2420-1-0I |
I BEAM, TYPE 3 | LF |
1,898.90 | 0008 | $111.780000 | $212,259.04 | ||||||
2060-1-1I |
I BEAM TYP 5 | LF |
851.00 | 0009 | $151.050000 | $128,543.55 | ||||||
2180-1-24I |
PILES | LF |
1,300.00 | 0009 | $32.020000 | $41,626.00 | ||||||
2210-1-6I |
STEEL REINUN 615GR60 | LB |
40,010.00 | 0009 | $0.340000 | $13,603.40 | ||||||
2250-1-2I |
I BEAM, TYPE 4 | LF |
798.00 | 0009 | $133.930000 | $106,876.14 | ||||||
2210-1-7I |
STEEL REINUN 615GR60 | LB |
36,243.00 | 0010 | $0.330000 | $11,960.19 | ||||||
2210-1-8I |
STEEL REINUN 615GR60 | LB |
40,592.00 | 0010 | $0.330000 | $13,395.36 | ||||||
1890-1-0I |
DOWEL BARS, EP A36 | LB |
504.00 | 0011 | $0.480000 | $241.92 | ||||||
1990-1-0I |
PILES | LF |
658.00 | 0011 | $32.020000 | $21,069.16 | ||||||
2000-1-0I |
PILES | LF |
12,382.00 | 0011 | $32.020000 | $396,471.64 | ||||||
2040-1-0I |
DOWEL BARS, EP A36 | LB |
1,692.00 | 0011 | $0.480000 | $812.16 | ||||||
2180-1-25I |
PILES | LF |
14,129.04 | 0011 | $32.020000 | $452,411.86 | ||||||
2220-1-0I |
DOWEL BARS, EP A36 | LB |
1,998.00 | 0011 | $0.480000 | $959.04 | ||||||
2410-1-0I |
DOWEL BARS, EP A36 | LB |
306.00 | 0011 | $0.480000 | $146.88 | ||||||
2030-1-0I |
STEEL REINUN 615GR60 | LB |
43,449.00 | 0012 | $0.330000 | $14,338.17 | ||||||
2030-1-1I |
STEEL REINUN 615GR60 | LB |
44,091.00 | 0012 | $0.330000 | $14,550.03 | ||||||
2030-1-2I |
STEEL REINUN 615GR60 | LB |
29,439.00 | 0012 | $0.320000 | $9,420.48 | ||||||
1840-1-0I |
PILES | LF |
1,300.00 | 0013 | $32.050000 | $41,665.00 | ||||||
1850-1-0I |
PILES | LF |
16,036.33 | 0013 | $32.050000 | $513,964.38 | ||||||
1850-1-1I |
PILES | LF |
1,440.00 | 0013 | $32.300000 | $46,512.00 | ||||||
1850-1-2I |
PILES | LF |
480.00 | 0013 | $32.730000 | $15,710.40 | ||||||
1990-1-1I |
PILES | LF |
800.00 | 0013 | $32.040000 | $25,632.00 | ||||||
2000-1-1I |
PILES | LF |
3,800.00 | 0013 | $32.040000 | $121,752.00 | ||||||
2030-1-3I |
STEEL REINUN 615GR60 | LB |
44,410.00 | 0013 | $0.330000 | $14,655.30 | ||||||
2030-1-4I |
STEEL REINUN 615GR60 | LB |
42,358.00 | 0013 | $0.330000 | $13,978.14 | ||||||
2170-1-0I |
PILES | LF |
400.00 | 0013 | $32.020000 | $12,808.00 | ||||||
2180-1-26I |
PILES | LF |
2,800.00 | 0013 | $32.050000 | $89,740.00 | ||||||
2360-1-0I |
PILES | LF |
850.00 | 0013 | $32.050000 | $27,242.50 | ||||||
2370-1-3I |
PILES | LF |
8,100.00 | 0013 | $32.050000 | $259,605.00 | ||||||
2640-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0013 | $20867.080000 | $83,468.32 | ||||||
0510-1-0I |
FENCE, WOVEN | LF |
22,038.00 | 0014 | $1.880000 | $41,431.44 | ||||||
0520-1-0I |
GDRAIL GALV BW .135 | LF |
16,600.00 | 0014 | $9.000000 | $149,400.00 | ||||||
2030-1-5I |
STEEL REINUN 615GR60 | LB |
45,696.00 | 0014 | $0.330000 | $15,079.68 | ||||||
2210-1-9I |
STEEL REINUN 615GR60 | LB |
38,119.00 | 0014 | $0.330000 | $12,579.27 | ||||||
1850-1-3I |
PILES | LF |
990.00 | 0015 | $32.480000 | $32,155.20 | ||||||
1850-1-4I |
PILES | LF |
1,101.67 | 0015 | $32.400000 | $35,694.10 | ||||||
1870-1-0I |
STAY IN PL FORMS | CUYD |
959.30 | 0015 | $44.280000 | $42,477.80 | ||||||
1900-1-0I |
I BEAM, TYPE 4 | LF |
2,910.00 | 0015 | $133.930000 | $389,736.30 | ||||||
2000-1-2I |
PILES | LF |
2,910.00 | 0015 | $32.640000 | $94,982.40 | ||||||
2020-1-0I |
STAY IN PL FORMS | CUYD |
1,493.90 | 0015 | $44.280000 | $66,149.89 | ||||||
2200-1-0I |
STAY IN PL FORMS | CUYD |
2,600.80 | 0015 | $44.280000 | $115,163.42 | ||||||
2210-1-10I |
STEEL REINUN 615GR60 | LB |
38,391.00 | 0015 | $0.330000 | $12,669.03 | ||||||
2250-1-3I |
I BEAM, TYPE 4 | LF |
3,429.90 | 0015 | $133.930000 | $459,366.50 | ||||||
2390-1-0I |
STAY IN PL FORMS | CUYD |
624.10 | 0015 | $44.280000 | $27,635.14 | ||||||
2210-1-11I |
STEEL REINUN 615GR60 | LB |
37,704.00 | 0016 | $0.330000 | $12,442.32 | ||||||
2250-1-4I |
I BEAM, TYPE 4 | LF |
1,803.20 | 0016 | $133.930000 | $241,502.57 | ||||||
1880-1-0I |
STEEL REINUN 615GR60 | LB |
35,814.00 | 0024 | $0.330000 | $11,818.62 | ||||||
1880-1-1I |
STEEL REINUN 615GR60 | LB |
33,300.00 | 0024 | $0.330000 | $10,989.00 | ||||||
1880-1-2I |
STEEL REINUN 615GR60 | LB |
35,814.00 | 0024 | $0.330000 | $11,818.62 | ||||||
2220-2-0I |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0024 | $0.360000 | $15,080.40 | ||||||
2220-2-1I |
STEEL REINCO 615GR60 | LB |
43,649.00 | 0024 | $0.360000 | $15,713.64 | ||||||
2220-2-2I |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0024 | $0.360000 | $15,080.40 | ||||||
2220-2-3I |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0024 | $0.360000 | $15,080.40 | ||||||
2270-1-0I |
STEEL REINCO 615GR60 | LB |
2,397.00 | 0024 | $0.360000 | $862.92 | ||||||
2270-1-1I |
STEEL REINCO 615GR60 | LB |
2,397.00 | 0024 | $0.360000 | $862.92 | ||||||
2270-1-2I |
STEEL REINCO 615GR60 | LB |
2,397.00 | 0024 | $0.360000 | $862.92 | ||||||
2200-1-1I |
STAY IN PL FORMS | CUYD |
2,600.80 | 0025 | $54.080000 | $140,651.26 | ||||||
2220-2-4I |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0025 | $0.360000 | $15,080.40 | ||||||
2220-2-5I |
STEEL REINCO 615GR60 | LB |
43,649.00 | 0025 | $0.360000 | $15,713.64 | ||||||
2220-2-6I |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0025 | $0.360000 | $15,080.40 | ||||||
2270-1-3I |
STEEL REINCO 615GR60 | LB |
2,397.00 | 0025 | $0.360000 | $862.92 | ||||||
2270-1-4I |
STEEL REINCO 615GR60 | LB |
2,397.00 | 0025 | $0.360000 | $862.92 | ||||||
2220-2-7I |
STEEL REINCO 615GR60 | LB |
45,003.00 | 0026 | $0.360000 | $16,201.08 | ||||||
2220-2-8I |
STEEL REINCO 615GR60 | LB |
43,607.00 | 0027 | $0.360000 | $15,698.52 | ||||||
2270-1-5I |
STEEL REINCO 615GR60 | LB |
5,244.00 | 0027 | $0.360000 | $1,887.84 | ||||||
2410-1-1I |
STEEL REINCO 615GR60 | LB |
48,806.00 | 0027 | $0.360000 | $17,570.16 | ||||||
1890-1-1I |
STEEL REINCO 615GR60 | LB |
19,343.00 | 0028 | $0.360000 | $6,963.48 | ||||||
2220-2-9I |
STEEL REINCO 615GR60 | LB |
15,888.00 | 0028 | $0.360000 | $5,719.68 | ||||||
2410-1-2I |
STEEL REINCO 615GR60 | LB |
45,205.00 | 0028 | $0.360000 | $16,273.80 | ||||||
2220-2-10I |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0030 | $0.360000 | $14,582.52 | ||||||
2220-2-11I |
STEEL REINCO 615GR60 | LB |
42,494.00 | 0030 | $0.360000 | $15,297.84 | ||||||
2220-2-12I |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0030 | $0.360000 | $14,582.52 | ||||||
2220-2-13I |
STEEL REINCO 615GR60 | LB |
46,572.00 | 0030 | $0.360000 | $16,765.92 | ||||||
2220-2-14I |
STEEL REINCO 615GR60 | LB |
47,259.00 | 0030 | $0.360000 | $17,013.24 | ||||||
2220-2-15I |
STEEL REINCO 615GR60 | LB |
46,557.00 | 0030 | $0.360000 | $16,760.52 | ||||||
2220-2-16I |
STEEL REINCO 615GR60 | LB |
46,557.00 | 0030 | $0.360000 | $16,760.52 | ||||||
2220-2-17I |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0030 | $0.360000 | $14,582.52 | ||||||
2270-1-6I |
STEEL REINCO 615GR60 | LB |
2,368.00 | 0030 | $0.360000 | $852.48 | ||||||
2270-1-7I |
STEEL REINCO 615GR60 | LB |
2,366.00 | 0030 | $0.360000 | $851.76 | ||||||
2270-1-8I |
STEEL REINCO 615GR60 | LB |
2,368.00 | 0030 | $0.360000 | $852.48 | ||||||
2630-1-0I |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0031 | $813.660000 | $13,018.56 | ||||||
2040-1-1I |
STEEL REINCO 615GR60 | LB |
33,359.00 | 0040 | $0.360000 | $12,009.24 | ||||||
2220-2-18I |
STEEL REINCO 615GR60 | LB |
17,496.00 | 0040 | $0.360000 | $6,298.56 | ||||||
2220-2-19I |
STEEL REINCO 615GR60 | LB |
34,585.00 | 0044 | $0.360000 | $12,450.60 | ||||||
2220-2-20I |
STEEL REINCO 615GR60 | LB |
46,038.00 | 0044 | $0.360000 | $16,573.68 | ||||||
2220-2-21I |
STEEL REINCO 615GR60 | LB |
42,356.00 | 0044 | $0.360000 | $15,248.16 | ||||||
2220-2-22I |
STEEL REINCO 615GR60 | LB |
48,779.00 | 0044 | $0.360000 | $17,560.44 | ||||||
2240-1-0I |
STEEL REINCO 615GR60 | SQYD |
233.33 | 0044 | $22.710000 | $5,298.92 | ||||||
2270-1-9I |
STEEL REINCO 615GR60 | LB |
10,638.00 | 0044 | $0.360000 | $3,829.68 | ||||||
1890-1-2I |
STEEL REINCO 615GR60 | LB |
45,244.00 | 0046 | $0.360000 | $16,287.84 | ||||||
1890-1-3I |
STEEL REINCO 615GR60 | LB |
40,764.00 | 0046 | $0.360000 | $14,675.04 | ||||||
1890-1-4I |
STEEL REINCO 615GR60 | LB |
41,522.00 | 0046 | $0.360000 | $14,947.92 | ||||||
1890-1-5I |
STEEL REINCO 615GR60 | LB |
41,773.00 | 0046 | $0.360000 | $15,038.28 | ||||||
1890-1-6I |
STEEL REINCO 615GR60 | LB |
40,692.00 | 0046 | $0.360000 | $14,649.12 | ||||||
1890-1-7I |
STEEL REINCO 615GR60 | LB |
41,316.00 | 0046 | $0.360000 | $14,873.76 | ||||||
2040-1-2I |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0048 | $0.360000 | $17,417.52 | ||||||
2040-1-3I |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0048 | $0.360000 | $17,417.52 | ||||||
2040-1-4I |
STEEL REINCO 615GR60 | LB |
39,986.00 | 0048 | $0.360000 | $14,394.96 | ||||||
2040-1-5I |
STEEL REINCO 615GR60 | LB |
36,547.00 | 0048 | $0.360000 | $13,156.92 | ||||||
2040-1-6I |
STEEL REINCO 615GR60 | LB |
36,547.00 | 0048 | $0.360000 | $13,156.92 | ||||||
2360-1-1I |
PILES | LF |
500.00 | 0049 | $32.050000 | $16,025.00 | ||||||
2370-1-4I |
PILES | LF |
5,500.00 | 0049 | $32.050000 | $176,275.00 | ||||||
2040-1-7I |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0050 | $0.360000 | $17,417.52 | ||||||
2040-1-8I |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0050 | $0.360000 | $17,417.52 | ||||||
2040-1-9I |
STEEL REINCO 615GR60 | LB |
39,986.00 | 0050 | $0.360000 | $14,394.96 | ||||||
2040-1-10I |
STEEL REINCO 615GR60 | LB |
36,547.00 | 0050 | $0.360000 | $13,156.92 | ||||||
2040-1-11I |
STEEL REINCO 615GR60 | LB |
41,400.00 | 0050 | $0.360000 | $14,904.00 | ||||||
2050-1-0I |
STEEL REINUN 615GR60 | SQYD |
466.60 | 0052 | $25.510000 | $11,902.96 | ||||||
2240-2-0I |
STEEL REINUN 615GR60 | SQYD |
233.00 | 0052 | $22.740000 | $5,298.42 | ||||||
2400-1-1I |
STEEL REINUN 615GR60 | LB |
38,466.00 | 0054 | $0.360000 | $13,847.76 | ||||||
2410-1-3I |
STEEL REINCO 615GR60 | LB |
10,883.00 | 0056 | $0.360000 | $3,917.88 | ||||||
2410-1-4I |
STEEL REINCO 615GR60 | LB |
42,675.00 | 0058 | $0.360000 | $15,363.00 | ||||||
2410-1-5I |
STEEL REINCO 615GR60 | LB |
42,675.00 | 0058 | $0.360000 | $15,363.00 | ||||||
2440-1-0I |
STEEL REINCO 615GR60 | LF |
387.00 | 0058 | $4.300000 | $1,664.10 | ||||||
2440-1-1I |
STEEL REINCO 615GR60 | LF |
387.00 | 0058 | $4.300000 | $1,664.10 | ||||||
2180-1-0A |
PILES | LF |
1,528.00 | 0002 | $32.400000 | $-49,507.20 | ||||||
2180-1-0A |
PILES | LF |
1,293.00 | 0003 | $32.400000 | $-41,893.20 | ||||||
2180-1-0A |
PILES | LF |
10,494.07 | 0004 | $32.400000 | $-340,007.87 | ||||||
2210-1-0A |
STEEL REINUN 615GR60 | LB |
22,629.28 | 0004 | $0.330000 | $-7,467.66 | ||||||
2180-1-0A |
PILES | LF |
581.45 | 0005 | $32.400000 | $-18,838.98 | ||||||
2210-1-1A |
STEEL REINUN 615GR60 | LB |
11,881.48 | 0005 | $0.330000 | $-3,920.89 | ||||||
2210-1-0A |
STEEL REINUN 615GR60 | LB |
25,274.72 | 0005 | $0.330000 | $-8,340.66 | ||||||
2370-1-2A |
PILES | LF |
346.15 | 0005 | $33.610000 | $-11,634.10 | ||||||
2370-1-1A |
PILES | LF |
300.00 | 0005 | $31.240000 | $-9,372.00 | ||||||
2370-1-0A |
PILES | LF |
200.00 | 0005 | $31.740000 | $-6,348.00 | ||||||
2180-1-3A |
PILES | LF |
511.62 | 0006 | $33.970000 | $-17,379.73 | ||||||
2180-1-2A |
PILES | LF |
520.00 | 0006 | $33.970000 | $-17,664.40 | ||||||
2180-1-1A |
PILES | LF |
520.00 | 0006 | $33.610000 | $-17,477.20 | ||||||
2180-1-0A |
PILES | LF |
2,588.48 | 0006 | $32.400000 | $-83,866.75 | ||||||
2210-1-1A |
STEEL REINUN 615GR60 | LB |
17,833.40 | 0006 | $0.330000 | $-5,885.02 | ||||||
2370-1-2A |
PILES | LF |
148.85 | 0006 | $33.610000 | $-5,002.85 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
3,052.49 | 0006 | $0.330000 | $-1,007.32 | ||||||
2180-1-9A |
PILES | LF |
512.47 | 0007 | $31.590000 | $-16,188.93 | ||||||
2180-1-7A |
PILES | LF |
540.00 | 0007 | $32.020000 | $-17,290.80 | ||||||
2180-1-6A |
PILES | LF |
1,570.00 | 0007 | $32.480000 | $-50,993.60 | ||||||
2180-1-5A |
PILES | LF |
520.00 | 0007 | $33.970000 | $-17,664.40 | ||||||
2180-1-4A |
PILES | LF |
520.00 | 0007 | $33.970000 | $-17,664.40 | ||||||
2180-1-3A |
PILES | LF |
8.38 | 0007 | $33.970000 | $-284.67 | ||||||
2210-1-1A |
STEEL REINUN 615GR60 | LB |
12,935.92 | 0007 | $0.330000 | $-4,268.85 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
9,851.14 | 0007 | $0.330000 | $-3,250.88 | ||||||
2210-1-2A |
STEEL REINUN 615GR60 | LB |
14,599.40 | 0008 | $0.290000 | $-4,233.83 | ||||||
2210-1-1A |
STEEL REINUN 615GR60 | LB |
6,427.20 | 0008 | $0.330000 | $-2,120.98 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
15,531.14 | 0008 | $0.330000 | $-5,125.28 | ||||||
2180-1-23A |
PILES | LF |
82.29 | 0009 | $32.020000 | $-2,634.93 | ||||||
2180-1-21A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-20A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-15A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-14A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-12A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-11A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-10A |
PILES | LF |
520.00 | 0009 | $31.590000 | $-16,426.80 | ||||||
2180-1-9A |
PILES | LF |
7.53 | 0009 | $31.590000 | $-237.87 | ||||||
2210-1-2A |
STEEL REINUN 615GR60 | LB |
11,569.48 | 0009 | $0.290000 | $-3,355.15 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
2,638.58 | 0009 | $0.330000 | $-870.73 | ||||||
2210-1-2A |
STEEL REINUN 615GR60 | LB |
10,843.33 | 0010 | $0.290000 | $-3,144.57 | ||||||
1990-1-0A |
PILES | LF |
443.10 | 0011 | $32.020000 | $-14,188.06 | ||||||
2000-1-0A |
PILES | LF |
3,026.60 | 0011 | $32.020000 | $-96,911.73 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
6,284.65 | 0011 | $0.330000 | $-2,073.93 | ||||||
2000-1-0A |
PILES | LF |
1,324.45 | 0012 | $32.020000 | $-42,408.89 | ||||||
2030-1-0A |
STEEL REINUN 615GR60 | LB |
14,700.00 | 0012 | $0.330000 | $-4,851.00 | ||||||
2000-1-0A |
PILES | LF |
3,313.84 | 0013 | $32.020000 | $-106,109.16 | ||||||
2030-1-1A |
STEEL REINUN 615GR60 | LB |
22,680.69 | 0013 | $0.330000 | $-7,484.63 | ||||||
2030-1-0A |
STEEL REINUN 615GR60 | LB |
28,749.00 | 0013 | $0.330000 | $-9,487.17 | ||||||
2210-1-2A |
STEEL REINUN 615GR60 | LB |
5,904.65 | 0013 | $0.290000 | $-1,712.35 | ||||||
1990-1-1A |
PILES | LF |
1.10 | 0014 | $32.040000 | $-35.24 | ||||||
1990-1-0A |
PILES | LF |
214.90 | 0014 | $32.020000 | $-6,881.10 | ||||||
2000-1-0A |
PILES | LF |
1,544.90 | 0014 | $32.020000 | $-49,467.70 | ||||||
2030-1-3A |
STEEL REINUN 615GR60 | LB |
985.78 | 0014 | $0.330000 | $-325.31 | ||||||
2030-1-2A |
STEEL REINUN 615GR60 | LB |
29,439.00 | 0014 | $0.320000 | $-9,420.48 | ||||||
2030-1-1A |
STEEL REINUN 615GR60 | LB |
21,410.31 | 0014 | $0.330000 | $-7,065.40 | ||||||
2420-1-0A |
I BEAM, TYPE 3 | LF |
342.45 | 0014 | $111.780000 | $-38,279.06 | ||||||
2000-1-0A |
PILES | LF |
1,416.77 | 0015 | $32.020000 | $-45,364.98 | ||||||
2030-1-4A |
STEEL REINUN 615GR60 | LB |
11,259.16 | 0015 | $0.330000 | $-3,715.52 | ||||||
2030-1-3A |
STEEL REINUN 615GR60 | LB |
43,424.22 | 0015 | $0.330000 | $-14,329.99 | ||||||
2040-1-0A |
DOWEL BARS, EP A36 | LB |
192.00 | 0015 | $0.480000 | $-92.16 | ||||||
2210-1-3A |
STEEL REINUN 615GR60 | LB |
10,519.35 | 0015 | $0.330000 | $-3,471.39 | ||||||
2210-1-2A |
STEEL REINUN 615GR60 | LB |
4,811.14 | 0015 | $0.290000 | $-1,395.23 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0015 | $0.480000 | $-46.08 | ||||||
2000-1-0A |
PILES | LF |
1,632.42 | 0016 | $32.020000 | $-52,270.09 | ||||||
2030-1-4A |
STEEL REINUN 615GR60 | LB |
19,545.28 | 0016 | $0.330000 | $-6,449.94 | ||||||
2040-1-0A |
DOWEL BARS, EP A36 | LB |
192.00 | 0016 | $0.480000 | $-92.16 | ||||||
2210-1-3A |
STEEL REINUN 615GR60 | LB |
31,250.18 | 0016 | $0.330000 | $-10,312.56 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0016 | $0.480000 | $-46.08 | ||||||
2000-1-1A |
PILES | LF |
314.98 | 0017 | $32.040000 | $-10,091.96 | ||||||
2000-1-0A |
PILES | LF |
123.02 | 0017 | $32.020000 | $-3,939.10 | ||||||
2030-1-5A |
STEEL REINUN 615GR60 | LB |
29,110.42 | 0017 | $0.330000 | $-9,606.44 | ||||||
2030-1-4A |
STEEL REINUN 615GR60 | LB |
11,553.56 | 0017 | $0.330000 | $-3,812.67 | ||||||
2040-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0017 | $0.480000 | $-46.08 | ||||||
2210-1-4A |
STEEL REINUN 615GR60 | LB |
16,924.94 | 0017 | $0.330000 | $-5,585.23 | ||||||
2210-1-3A |
STEEL REINUN 615GR60 | LB |
2,228.47 | 0017 | $0.330000 | $-735.40 | ||||||
2030-1-5A |
STEEL REINUN 615GR60 | LB |
10,190.68 | 0018 | $0.330000 | $-3,362.92 | ||||||
2040-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0018 | $0.480000 | $-46.08 | ||||||
2180-1-25A |
PILES | LF |
702.65 | 0018 | $32.020000 | $-22,498.85 | ||||||
2180-1-24A |
PILES | LF |
1,300.00 | 0018 | $32.020000 | $-41,626.00 | ||||||
2210-1-4A |
STEEL REINUN 615GR60 | LB |
9,582.36 | 0018 | $0.330000 | $-3,162.18 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0018 | $0.480000 | $-46.08 | ||||||
2030-1-5A |
STEEL REINUN 615GR60 | LB |
-62.10 | 0019 | $0.330000 | $20.49 | ||||||
2180-1-25A |
PILES | LF |
2,354.67 | 0019 | $32.020000 | $-75,396.53 | ||||||
2210-1-5A |
STEEL REINUN 615GR60 | LB |
25,908.69 | 0019 | $0.330000 | $-8,549.87 | ||||||
2210-1-4A |
STEEL REINUN 615GR60 | LB |
16,495.70 | 0019 | $0.330000 | $-5,443.58 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
288.00 | 0019 | $0.480000 | $-138.24 | ||||||
2170-1-0A |
PILES | LF |
-14.50 | 0020 | $32.020000 | $464.29 | ||||||
2180-1-25A |
PILES | LF |
2,264.23 | 0020 | $32.020000 | $-72,500.64 | ||||||
2210-1-6A |
STEEL REINUN 615GR60 | LB |
17,984.00 | 0020 | $0.340000 | $-6,114.56 | ||||||
2210-1-5A |
STEEL REINUN 615GR60 | LB |
8,972.31 | 0020 | $0.330000 | $-2,960.86 | ||||||
2250-1-1A |
I BEAM, TYPE 4 | LF |
2,713.50 | 0020 | $133.930000 | $-363,419.05 | ||||||
2250-1-2A |
I BEAM, TYPE 4 | LF |
727.00 | 0020 | $133.930000 | $-97,367.11 | ||||||
2060-1-0A |
I BEAM TYP 5 | LF |
2,092.50 | 0021 | $151.050000 | $-316,072.13 | ||||||
2210-1-7A |
STEEL REINUN 615GR60 | LB |
19,845.31 | 0021 | $0.330000 | $-6,548.95 | ||||||
2210-1-6A |
STEEL REINUN 615GR60 | LB |
22,026.00 | 0021 | $0.340000 | $-7,488.84 | ||||||
2210-1-8A |
STEEL REINUN 615GR60 | LB |
20,566.21 | 0022 | $0.330000 | $-6,786.85 | ||||||
2210-1-7A |
STEEL REINUN 615GR60 | LB |
16,397.69 | 0022 | $0.330000 | $-5,411.24 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
192.00 | 0022 | $0.480000 | $-92.16 | ||||||
2170-1-0A |
PILES | LF |
-11.42 | 0023 | $32.020000 | $365.67 | ||||||
2180-1-25A |
PILES | LF |
2,354.93 | 0023 | $32.020000 | $-75,404.86 | ||||||
2210-1-9A |
STEEL REINUN 615GR60 | LB |
15,460.44 | 0023 | $0.330000 | $-5,101.95 | ||||||
2210-1-8A |
STEEL REINUN 615GR60 | LB |
20,025.79 | 0023 | $0.330000 | $-6,608.51 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
192.00 | 0023 | $0.480000 | $-92.16 | ||||||
2170-1-0A |
PILES | LF |
-10.92 | 0024 | $32.020000 | $349.66 | ||||||
2180-1-25A |
PILES | LF |
1,843.68 | 0024 | $32.020000 | $-59,034.63 | ||||||
2210-1-10A |
STEEL REINUN 615GR60 | LB |
19,780.64 | 0024 | $0.330000 | $-6,527.61 | ||||||
2210-1-9A |
STEEL REINUN 615GR60 | LB |
22,658.56 | 0024 | $0.330000 | $-7,477.32 | ||||||
2220-2-0A |
STEEL REINCO 615GR60 | LB |
96.00 | 0024 | $0.360000 | $-34.56 | ||||||
2220-1-0A |
DOWEL BARS, EP A36 | LB |
96.00 | 0024 | $0.480000 | $-46.08 | ||||||
1840-1-0A |
PILES | LF |
95.33 | 0025 | $32.050000 | $-3,055.33 | ||||||
1850-1-0A |
PILES | LF |
684.72 | 0025 | $32.050000 | $-21,945.28 | ||||||
2180-1-25A |
PILES | LF |
1,676.92 | 0025 | $32.020000 | $-53,694.98 | ||||||
2210-1-11A |
STEEL REINUN 615GR60 | LB |
36,277.36 | 0025 | $0.330000 | $-11,971.53 | ||||||
2220-2-0A |
STEEL REINCO 615GR60 | LB |
288.00 | 0025 | $0.360000 | $-103.68 | ||||||
2170-1-0A |
PILES | LF |
117.50 | 0026 | $32.020000 | $-3,762.35 | ||||||
2180-1-25A |
PILES | LF |
1,908.62 | 0026 | $32.020000 | $-61,114.01 | ||||||
2220-2-0A |
STEEL REINCO 615GR60 | LB |
11,536.63 | 0026 | $0.360000 | $-4,153.19 | ||||||
2360-1-0A |
PILES | LF |
124.07 | 0026 | $32.050000 | $-3,976.44 | ||||||
2370-1-3A |
PILES | LF |
1,008.19 | 0026 | $32.050000 | $-32,312.49 | ||||||
1840-1-0A |
PILES | LF |
120.50 | 0027 | $32.050000 | $-3,862.02 | ||||||
1850-1-0A |
PILES | LF |
603.71 | 0027 | $32.050000 | $-19,348.91 | ||||||
2250-1-3A |
I BEAM, TYPE 4 | LF |
420.50 | 0027 | $133.930000 | $-56,317.56 | ||||||
2250-1-2A |
I BEAM, TYPE 4 | LF |
71.00 | 0027 | $133.930000 | $-9,509.03 | ||||||
2360-1-0A |
PILES | LF |
250.96 | 0027 | $32.050000 | $-8,043.27 | ||||||
2370-1-3A |
PILES | LF |
968.94 | 0027 | $32.050000 | $-31,054.53 | ||||||
2410-1-1A |
STEEL REINCO 615GR60 | LB |
4,006.64 | 0027 | $0.360000 | $-1,442.39 | ||||||
2410-1-0A |
DOWEL BARS, EP A36 | LB |
306.00 | 0027 | $0.480000 | $-146.88 | ||||||
2420-1-0A |
I BEAM, TYPE 3 | LF |
597.25 | 0027 | $111.780000 | $-66,760.60 | ||||||
1840-1-0A |
PILES | LF |
120.38 | 0028 | $32.050000 | $-3,858.18 | ||||||
1850-1-0A |
PILES | LF |
1,209.61 | 0028 | $32.050000 | $-38,768.00 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
375.80 | 0028 | $54.080000 | $-20,323.26 | ||||||
2220-2-3A |
STEEL REINCO 615GR60 | LB |
17,270.79 | 0028 | $0.360000 | $-6,217.48 | ||||||
2220-2-2A |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0028 | $0.360000 | $-15,080.40 | ||||||
2220-2-1A |
STEEL REINCO 615GR60 | LB |
43,649.00 | 0028 | $0.360000 | $-15,713.64 | ||||||
2220-2-0A |
STEEL REINCO 615GR60 | LB |
29,969.37 | 0028 | $0.360000 | $-10,788.97 | ||||||
2250-1-4A |
I BEAM, TYPE 4 | LF |
831.40 | 0028 | $133.930000 | $-111,349.40 | ||||||
2250-1-3A |
I BEAM, TYPE 4 | LF |
3,009.40 | 0028 | $133.930000 | $-403,048.94 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
287.45 | 0029 | $54.080000 | $-15,545.30 | ||||||
2220-2-5A |
STEEL REINCO 615GR60 | LB |
35,423.37 | 0029 | $0.360000 | $-12,752.41 | ||||||
2220-2-4A |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0029 | $0.360000 | $-15,080.40 | ||||||
2220-2-3A |
STEEL REINCO 615GR60 | LB |
24,619.21 | 0029 | $0.360000 | $-8,862.92 | ||||||
2390-1-0A |
STAY IN PL FORMS | CUYD |
308.90 | 0029 | $44.280000 | $-13,678.09 | ||||||
2410-1-2A |
STEEL REINCO 615GR60 | LB |
44,755.00 | 0029 | $0.360000 | $-16,111.80 | ||||||
2410-1-1A |
STEEL REINCO 615GR60 | LB |
44,799.36 | 0029 | $0.360000 | $-16,127.77 | ||||||
0510-1-0A |
FENCE, WOVEN | LF |
6,069.00 | 0030 | $1.880000 | $-11,409.72 | ||||||
1840-1-0A |
PILES | LF |
100.90 | 0030 | $32.050000 | $-3,233.85 | ||||||
1850-1-0A |
PILES | LF |
3,933.20 | 0030 | $32.050000 | $-126,059.06 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
263.62 | 0030 | $54.080000 | $-14,256.57 | ||||||
2220-2-6A |
STEEL REINCO 615GR60 | LB |
41,890.00 | 0030 | $0.360000 | $-15,080.40 | ||||||
2220-2-5A |
STEEL REINCO 615GR60 | LB |
8,225.63 | 0030 | $0.360000 | $-2,961.23 | ||||||
2220-2-7A |
STEEL REINCO 615GR60 | LB |
33,782.23 | 0030 | $0.360000 | $-12,161.60 | ||||||
1880-1-0A |
STEEL REINUN 615GR60 | LB |
13,001.88 | 0031 | $0.330000 | $-4,290.62 | ||||||
1890-1-1A |
STEEL REINCO 615GR60 | LB |
11,944.64 | 0031 | $0.360000 | $-4,300.07 | ||||||
1890-1-0A |
DOWEL BARS, EP A36 | LB |
504.00 | 0031 | $0.480000 | $-241.92 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
366.14 | 0031 | $54.080000 | $-19,800.85 | ||||||
2220-2-11A |
STEEL REINCO 615GR60 | LB |
5,302.38 | 0031 | $0.360000 | $-1,908.86 | ||||||
2220-2-10A |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0031 | $0.360000 | $-14,582.52 | ||||||
2220-2-9A |
STEEL REINCO 615GR60 | LB |
15,888.00 | 0031 | $0.360000 | $-5,719.68 | ||||||
2220-2-8A |
STEEL REINCO 615GR60 | LB |
43,607.00 | 0031 | $0.360000 | $-15,698.52 | ||||||
2220-2-7A |
STEEL REINCO 615GR60 | LB |
11,220.77 | 0031 | $0.360000 | $-4,039.48 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
263.57 | 0032 | $54.080000 | $-14,253.87 | ||||||
2220-2-13A |
STEEL REINCO 615GR60 | LB |
6,183.32 | 0032 | $0.360000 | $-2,226.00 | ||||||
2220-2-12A |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0032 | $0.360000 | $-14,582.52 | ||||||
2220-2-11A |
STEEL REINCO 615GR60 | LB |
37,191.62 | 0032 | $0.360000 | $-13,388.98 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
160.00 | 0034 | $0.360000 | $-57.60 | ||||||
1840-1-0A |
PILES | LF |
442.23 | 0035 | $32.050000 | $-14,173.47 | ||||||
1850-1-0A |
PILES | LF |
6,386.77 | 0035 | $32.050000 | $-204,695.98 | ||||||
1880-1-0A |
STEEL REINUN 615GR60 | LB |
10,217.36 | 0035 | $0.330000 | $-3,371.73 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
282.58 | 0035 | $54.080000 | $-15,281.93 | ||||||
2220-2-15A |
STEEL REINCO 615GR60 | LB |
12,272.61 | 0035 | $0.360000 | $-4,418.14 | ||||||
2220-2-14A |
STEEL REINCO 615GR60 | LB |
47,259.00 | 0035 | $0.360000 | $-17,013.24 | ||||||
2220-2-13A |
STEEL REINCO 615GR60 | LB |
40,388.68 | 0035 | $0.360000 | $-14,539.92 | ||||||
1840-1-0A |
PILES | LF |
248.95 | 0037 | $32.050000 | $-7,978.85 | ||||||
1850-1-1A |
PILES | LF |
290.69 | 0037 | $32.300000 | $-9,389.29 | ||||||
1850-1-0A |
PILES | LF |
3,218.32 | 0037 | $32.050000 | $-103,147.16 | ||||||
1880-1-1A |
STEEL REINUN 615GR60 | LB |
10,935.84 | 0038 | $0.330000 | $-3,608.83 | ||||||
1880-1-0A |
STEEL REINUN 615GR60 | LB |
12,594.76 | 0038 | $0.330000 | $-4,156.27 | ||||||
1890-1-1A |
STEEL REINCO 615GR60 | LB |
7,398.36 | 0038 | $0.360000 | $-2,663.41 | ||||||
1990-1-1A |
PILES | LF |
338.80 | 0038 | $32.040000 | $-10,855.15 | ||||||
2000-1-1A |
PILES | LF |
3,401.35 | 0038 | $32.040000 | $-108,979.25 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
432.00 | 0038 | $0.360000 | $-155.52 | ||||||
1880-1-1A |
STEEL REINUN 615GR60 | LB |
3,733.30 | 0039 | $0.330000 | $-1,231.99 | ||||||
2170-1-0A |
PILES | LF |
265.10 | 0039 | $32.020000 | $-8,488.50 | ||||||
2180-1-26A |
PILES | LF |
2,800.00 | 0039 | $32.050000 | $-89,740.00 | ||||||
2180-1-25A |
PILES | LF |
1,023.34 | 0039 | $32.020000 | $-32,767.35 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
688.00 | 0039 | $0.360000 | $-247.68 | ||||||
1880-1-2A |
STEEL REINUN 615GR60 | LB |
13,622.39 | 0040 | $0.330000 | $-4,495.39 | ||||||
1880-1-1A |
STEEL REINUN 615GR60 | LB |
18,630.86 | 0040 | $0.330000 | $-6,148.18 | ||||||
1990-1-1A |
PILES | LF |
286.92 | 0040 | $32.040000 | $-9,192.92 | ||||||
2000-1-2A |
PILES | LF |
2,910.00 | 0040 | $32.640000 | $-94,982.40 | ||||||
2000-1-1A |
PILES | LF |
83.67 | 0040 | $32.040000 | $-2,680.79 | ||||||
1880-1-2A |
STEEL REINUN 615GR60 | LB |
13,147.22 | 0041 | $0.330000 | $-4,338.58 | ||||||
2040-1-0A |
DOWEL BARS, EP A36 | LB |
1,116.00 | 0041 | $0.480000 | $-535.68 | ||||||
2040-1-1A |
STEEL REINCO 615GR60 | LB |
17,310.11 | 0041 | $0.360000 | $-6,231.64 | ||||||
2220-2-15A |
STEEL REINCO 615GR60 | LB |
11,488.42 | 0041 | $0.360000 | $-4,135.83 | ||||||
2360-1-0A |
PILES | LF |
-125.48 | 0041 | $32.050000 | $4,021.63 | ||||||
2370-1-3A |
PILES | LF |
0.30 | 0041 | $32.050000 | $-9.61 | ||||||
1990-1-1A |
PILES | LF |
-2.07 | 0043 | $32.040000 | $66.32 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
12.23 | 0043 | $54.080000 | $-661.40 | ||||||
2220-2-15A |
STEEL REINCO 615GR60 | LB |
1,078.15 | 0043 | $0.360000 | $-388.13 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
616.00 | 0043 | $0.360000 | $-221.76 | ||||||
1840-1-0A |
PILES | LF |
0.32 | 0044 | $32.050000 | $-10.26 | ||||||
1850-1-1A |
PILES | LF |
-40.77 | 0044 | $32.300000 | $1,316.87 | ||||||
1900-1-0A |
I BEAM, TYPE 4 | LF |
1,964.25 | 0044 | $133.930000 | $-263,072.00 | ||||||
2240-1-0A |
STEEL REINCO 615GR60 | SQYD |
116.67 | 0044 | $22.710000 | $-2,649.57 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
232.00 | 0044 | $0.360000 | $-83.52 | ||||||
1880-1-2A |
STEEL REINUN 615GR60 | LB |
8,336.84 | 0045 | $0.330000 | $-2,751.16 | ||||||
1900-1-0A |
I BEAM, TYPE 4 | LF |
945.75 | 0045 | $133.930000 | $-126,664.30 | ||||||
2270-1-2A |
STEEL REINCO 615GR60 | LB |
173.00 | 0045 | $0.360000 | $-62.28 | ||||||
2270-1-0A |
STEEL REINCO 615GR60 | LB |
269.00 | 0045 | $0.360000 | $-96.84 | ||||||
2060-1-1A |
I BEAM TYP 5 | LF |
851.00 | 0047 | $151.050000 | $-128,543.55 | ||||||
2060-1-0A |
I BEAM TYP 5 | LF |
1,241.50 | 0047 | $151.050000 | $-187,528.58 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
23.84 | 0047 | $54.080000 | $-1,289.27 | ||||||
2220-2-15A |
STEEL REINCO 615GR60 | LB |
2,093.87 | 0047 | $0.360000 | $-753.79 | ||||||
2250-1-4A |
I BEAM, TYPE 4 | LF |
971.80 | 0047 | $133.930000 | $-130,153.17 | ||||||
1870-1-0A |
STAY IN PL FORMS | CUYD |
421.64 | 0048 | $44.280000 | $-18,670.22 | ||||||
1890-1-4A |
STEEL REINCO 615GR60 | LB |
29,732.18 | 0048 | $0.360000 | $-10,703.58 | ||||||
1890-1-3A |
STEEL REINCO 615GR60 | LB |
40,764.00 | 0048 | $0.360000 | $-14,675.04 | ||||||
1890-1-2A |
STEEL REINCO 615GR60 | LB |
45,244.00 | 0048 | $0.360000 | $-16,287.84 | ||||||
2630-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0048 | $813.660000 | $-4,068.30 | ||||||
2640-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0048 | $20867.080000 | $-83,468.32 | ||||||
1870-1-0A |
STAY IN PL FORMS | CUYD |
537.66 | 0049 | $44.280000 | $-23,807.58 | ||||||
1890-1-7A |
STEEL REINCO 615GR60 | LB |
21,391.18 | 0049 | $0.360000 | $-7,700.82 | ||||||
1890-1-6A |
STEEL REINCO 615GR60 | LB |
40,692.00 | 0049 | $0.360000 | $-14,649.12 | ||||||
1890-1-5A |
STEEL REINCO 615GR60 | LB |
41,773.00 | 0049 | $0.360000 | $-15,038.28 | ||||||
1890-1-4A |
STEEL REINCO 615GR60 | LB |
11,789.82 | 0049 | $0.360000 | $-4,244.34 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
362.45 | 0049 | $54.080000 | $-19,601.30 | ||||||
2220-2-18A |
STEEL REINCO 615GR60 | LB |
17,496.00 | 0049 | $0.360000 | $-6,298.56 | ||||||
2220-2-17A |
STEEL REINCO 615GR60 | LB |
40,507.00 | 0049 | $0.360000 | $-14,582.52 | ||||||
2220-2-19A |
STEEL REINCO 615GR60 | LB |
21,093.26 | 0049 | $0.360000 | $-7,593.57 | ||||||
2220-2-16A |
STEEL REINCO 615GR60 | LB |
46,557.00 | 0049 | $0.360000 | $-16,760.52 | ||||||
2220-2-15A |
STEEL REINCO 615GR60 | LB |
19,623.95 | 0049 | $0.360000 | $-7,064.62 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
339.30 | 0050 | $54.080000 | $-18,349.34 | ||||||
2220-2-22A |
STEEL REINCO 615GR60 | LB |
34,112.49 | 0050 | $0.360000 | $-12,280.50 | ||||||
2220-2-21A |
STEEL REINCO 615GR60 | LB |
42,356.00 | 0050 | $0.360000 | $-15,248.16 | ||||||
2220-2-20A |
STEEL REINCO 615GR60 | LB |
46,038.00 | 0050 | $0.360000 | $-16,573.68 | ||||||
2220-2-19A |
STEEL REINCO 615GR60 | LB |
13,491.74 | 0050 | $0.360000 | $-4,857.03 | ||||||
0520-1-0A |
GDRAIL GALV BW .135 | LF |
3,018.75 | 0051 | $9.000000 | $-27,168.75 | ||||||
2240-1-0A |
STEEL REINCO 615GR60 | SQYD |
116.66 | 0051 | $22.710000 | $-2,649.35 | ||||||
2020-1-0A |
STAY IN PL FORMS | CUYD |
333.48 | 0052 | $44.280000 | $-14,766.49 | ||||||
2040-1-3A |
STEEL REINCO 615GR60 | LB |
28,676.73 | 0052 | $0.360000 | $-10,323.62 | ||||||
2040-1-2A |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0052 | $0.360000 | $-17,417.52 | ||||||
2040-1-1A |
STEEL REINCO 615GR60 | LB |
16,048.89 | 0052 | $0.360000 | $-5,777.60 | ||||||
2020-1-0A |
STAY IN PL FORMS | CUYD |
413.32 | 0053 | $44.280000 | $-18,301.81 | ||||||
2040-1-6A |
STEEL REINCO 615GR60 | LB |
19,160.67 | 0053 | $0.360000 | $-6,897.84 | ||||||
2040-1-5A |
STEEL REINCO 615GR60 | LB |
36,547.00 | 0053 | $0.360000 | $-13,156.92 | ||||||
2040-1-4A |
STEEL REINCO 615GR60 | LB |
39,986.00 | 0053 | $0.360000 | $-14,394.96 | ||||||
2040-1-3A |
STEEL REINCO 615GR60 | LB |
19,705.27 | 0053 | $0.360000 | $-7,093.90 | ||||||
2050-1-0A |
STEEL REINUN 615GR60 | SQYD |
233.30 | 0053 | $25.510000 | $-5,951.48 | ||||||
2200-1-1A |
STAY IN PL FORMS | CUYD |
11.91 | 0053 | $54.080000 | $-644.09 | ||||||
2220-2-22A |
STEEL REINCO 615GR60 | LB |
4,772.26 | 0053 | $0.360000 | $-1,718.01 | ||||||
2020-1-0A |
STAY IN PL FORMS | CUYD |
747.10 | 0054 | $44.280000 | $-33,081.59 | ||||||
2040-1-10A |
STEEL REINCO 615GR60 | LB |
36,547.00 | 0054 | $0.360000 | $-13,156.92 | ||||||
2040-1-9A |
STEEL REINCO 615GR60 | LB |
39,986.00 | 0054 | $0.360000 | $-14,394.96 | ||||||
2040-1-8A |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0054 | $0.360000 | $-17,417.52 | ||||||
2040-1-7A |
STEEL REINCO 615GR60 | LB |
48,382.00 | 0054 | $0.360000 | $-17,417.52 | ||||||
2040-1-6A |
STEEL REINCO 615GR60 | LB |
17,386.33 | 0054 | $0.360000 | $-6,259.08 | ||||||
2050-1-0A |
STEEL REINUN 615GR60 | SQYD |
116.65 | 0055 | $25.510000 | $-2,975.74 | ||||||
2240-2-0A |
STEEL REINUN 615GR60 | SQYD |
116.67 | 0055 | $22.740000 | $-2,653.08 | ||||||
2360-1-1A |
PILES | LF |
238.73 | 0055 | $32.050000 | $-7,651.30 | ||||||
2370-1-4A |
PILES | LF |
2,661.90 | 0055 | $32.050000 | $-85,313.89 | ||||||
2400-1-1A |
STEEL REINUN 615GR60 | LB |
3,388.18 | 0055 | $0.360000 | $-1,219.74 | ||||||
2400-1-0A |
STEEL REINUN 615GR60 | LB |
188.00 | 0055 | $0.330000 | $-62.04 | ||||||
2360-1-1A |
PILES | LF |
232.10 | 0056 | $32.050000 | $-7,438.80 | ||||||
2370-1-4A |
PILES | LF |
2,627.10 | 0056 | $32.050000 | $-84,198.55 | ||||||
2400-1-1A |
STEEL REINUN 615GR60 | LB |
19,546.68 | 0056 | $0.360000 | $-7,036.80 | ||||||
2400-1-1A |
STEEL REINUN 615GR60 | LB |
9,242.99 | 0057 | $0.360000 | $-3,327.48 | ||||||
2410-1-3A |
STEEL REINCO 615GR60 | LB |
8,365.52 | 0057 | $0.360000 | $-3,011.59 | ||||||
2410-1-2A |
STEEL REINCO 615GR60 | LB |
450.00 | 0057 | $0.360000 | $-162.00 | ||||||
2050-1-0A |
STEEL REINUN 615GR60 | SQYD |
116.65 | 0058 | $25.510000 | $-2,975.74 | ||||||
2400-1-1A |
STEEL REINUN 615GR60 | LB |
6,288.15 | 0058 | $0.360000 | $-2,263.73 | ||||||
2420-1-0A |
I BEAM, TYPE 3 | LF |
959.20 | 0058 | $111.780000 | $-107,219.37 | ||||||
2390-1-0A |
STAY IN PL FORMS | CUYD |
315.20 | 0059 | $44.280000 | $-13,957.05 | ||||||
2410-1-5A |
STEEL REINCO 615GR60 | LB |
41,916.00 | 0059 | $0.360000 | $-15,089.76 | ||||||
2410-1-4A |
STEEL REINCO 615GR60 | LB |
42,675.00 | 0059 | $0.360000 | $-15,363.00 | ||||||
2410-1-3A |
STEEL REINCO 615GR60 | LB |
2,517.48 | 0059 | $0.360000 | $-906.29 | ||||||
2240-2-0A |
STEEL REINUN 615GR60 | SQYD |
116.33 | 0060 | $22.740000 | $-2,645.34 | ||||||
2410-1-5A |
STEEL REINCO 615GR60 | LB |
3.00 | 0060 | $0.360000 | $-1.08 | ||||||
2440-1-0A |
STEEL REINCO 615GR60 | LF |
254.00 | 0060 | $4.300000 | $-1,092.20 | ||||||
2440-1-1A |
STEEL REINCO 615GR60 | LF |
4.00 | 0061 | $4.300000 | $-17.20 | ||||||
2440-1-0A |
STEEL REINCO 615GR60 | LF |
133.00 | 0061 | $4.300000 | $-571.90 | ||||||
2360-1-1A |
PILES | LF |
16.61 | 0062 | $32.050000 | $-532.35 | ||||||
2630-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0066 | $813.660000 | $-1,627.32 | ||||||
0510-1-0A |
FENCE, WOVEN | LF |
12,000.00 | 0067 | $1.880000 | $-22,560.00 | ||||||
2630-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0071 | $813.660000 | $-1,627.32 | ||||||
0520-1-0A |
GDRAIL GALV BW .135 | LF |
3,087.50 | 0079 | $9.000000 | $-27,787.50 | ||||||
0520-1-0A |
GDRAIL GALV BW .135 | LF |
3,251.25 | 0091 | $9.000000 | $-29,261.25 | ||||||
0510-1-0A |
FENCE, WOVEN | LF |
1,504.00 | 0093 | $1.880000 | $-2,827.52 | ||||||
2180-18C |
PILES | LF |
0.00 | 0006 | $33.610000 | $-16,132.80 | ||||||
2180-116C |
PILES | LF |
0.00 | 0006 | $31.590000 | $-16,426.80 | ||||||
2180-117C |
PILES | LF |
0.00 | 0006 | $31.590000 | $-16,426.80 | ||||||
2180-113C |
PILES | LF |
0.00 | 0008 | $31.590000 | $-16,426.80 | ||||||
2180-118C |
PILES | LF |
0.00 | 0008 | $31.590000 | $-16,426.80 | ||||||
2180-119C |
PILES | LF |
0.00 | 0008 | $31.590000 | $-16,426.80 | ||||||
2180-122C |
PILES | LF |
0.00 | 0009 | $32.020000 | $-69,163.20 | ||||||
2180-123C |
PILES | LF |
0.00 | 0011 | $32.020000 | $-869,952.65 | ||||||
2250-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0015 | $133.930000 | $-389,736.30 | ||||||
2030-15C |
STEEL REINUN 615GR60 | LB |
0.00 | 0021 | $0.330000 | $-2,130.81 | ||||||
2200-10C |
STAY IN PL FORMS | CUYD |
0.00 | 0025 | $44.279998 | $-115,163.42 | ||||||
2210-110C |
STEEL REINUN 615GR60 | LB |
0.00 | 0025 | $0.330000 | $-6,141.42 | ||||||
2220-10C |
DOWEL BARS, EP A36 | LB |
0.00 | 0025 | $0.480000 | $-452.16 | ||||||
2210-111C |
STEEL REINUN 615GR60 | LB |
0.00 | 0027 | $0.330000 | $-470.79 | ||||||
1850-13C |
PILES | LF |
0.00 | 0039 | $32.480000 | $-32,155.20 | ||||||
1850-14C |
PILES | LF |
0.00 | 0040 | $32.399993 | $-35,694.10 | ||||||
2270-11C |
STEEL REINCO 615GR60 | LB |
0.00 | 0042 | $0.360000 | $-862.92 | ||||||
2270-16C |
STEEL REINCO 615GR60 | LB |
0.00 | 0042 | $0.360000 | $-852.48 | ||||||
2270-17C |
STEEL REINCO 615GR60 | LB |
0.00 | 0042 | $0.360000 | $-851.76 | ||||||
2270-18C |
STEEL REINCO 615GR60 | LB |
0.00 | 0042 | $0.360000 | $-852.48 | ||||||
2170-10C |
PILES | LF |
0.00 | 0044 | $32.020000 | $-1,736.77 | ||||||
2270-14C |
STEEL REINCO 615GR60 | LB |
0.00 | 0044 | $0.360000 | $-862.92 | ||||||
2270-15C |
STEEL REINCO 615GR60 | LB |
0.00 | 0045 | $0.360000 | $-1,887.84 | ||||||
1840-10C |
PILES | LF |
0.00 | 0048 | $32.050000 | $-5,493.04 | ||||||
1850-11C |
PILES | LF |
0.00 | 0048 | $32.300000 | $-38,439.58 | ||||||
1850-12C |
PILES | LF |
0.00 | 0049 | $32.730000 | $-15,710.40 | ||||||
1990-11C |
PILES | LF |
0.00 | 0049 | $32.040000 | $-5,615.01 | ||||||
2360-10C |
PILES | LF |
0.00 | 0049 | $32.050000 | $-19,244.42 | ||||||
2370-13C |
PILES | LF |
0.00 | 0049 | $32.050000 | $-196,228.37 | ||||||
2270-12C |
STEEL REINCO 615GR60 | LB |
0.00 | 0051 | $0.360000 | $-800.64 | ||||||
2270-13C |
STEEL REINCO 615GR60 | LB |
0.00 | 0051 | $0.360000 | $-862.92 | ||||||
2270-19C |
STEEL REINCO 615GR60 | LB |
0.00 | 0051 | $0.360000 | $-3,829.68 | ||||||
2040-111C |
STEEL REINCO 615GR60 | LB |
0.00 | 0054 | $0.360000 | $-14,904.00 | ||||||
2200-11C |
STAY IN PL FORMS | CUYD |
0.00 | 0054 | $54.079998 | $-644.08 | ||||||
2220-222C |
STEEL REINCO 615GR60 | LB |
0.00 | 0054 | $0.360000 | $-3,561.93 | ||||||
1880-12C |
STEEL REINUN 615GR60 | LB |
0.00 | 0055 | $0.330000 | $-233.49 | ||||||
1890-17C |
STEEL REINCO 615GR60 | LB |
0.00 | 0055 | $0.360000 | $-7,172.94 | ||||||
2360-11C |
PILES | LF |
0.00 | 0063 | $32.050000 | $-402.55 | ||||||
2370-14C |
PILES | LF |
0.00 | 0063 | $32.050000 | $-6,762.56 | ||||||
2410-15C |
STEEL REINCO 615GR60 | LB |
0.00 | 0063 | $0.360000 | $-272.16 | ||||||
2440-11C |
STEEL REINCO 615GR60 | LF |
0.00 | 0063 | $4.300000 | $-1,646.90 | ||||||
SUBTOT | $75,512.32 |