|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071176 | Estimate Number | 0104 | Estimate Type FINAL | |||
| District Office | SOMERSET (08320) Robertson, Mark E. P.E. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code VC0000099559 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 07/13/2013 TO 10/01/2013 | ||||||
| Date Approved | 10/15/2013 | ||||||
| Primary Proj Number | DE00100610776 | ||||||
| Project No. | FD04 001 0061 006-011 | ||||||
| Primary County | ADAIR | ||||||
| Name of Road | SPARKSVILLE ROAD (KY 61) | ||||||
| Description | RECONSTRUCT KY 61 FROM SPARKSVILLE TO 1000 FEET SOUTH OF THE LOUIE B. NUNN PARKWAY | ||||||
| Date Let | 11/16/2007 | Formal Acceptance | 11/26/2012 | ||||
| Date Awarded | 10/16/2008 | Date Work Began | 11/06/2008 | ||||
| Date Contract Executed | 11/03/2008 | Open To Traffic | 08/16/2012 | ||||
| Date NTP Issued | 11/03/2008 | Actual Completion Date | 08/16/2012 | ||||
| Current Contract Amount | $23,865,742.16 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,692,128.54 |
Total Earnings | $22,244,216.14 |
$22,167,721.39 |
$76,494.75 |
|
| Percent Complete | 93.21 |
Stockpiled Materials | $0.11 |
$0.11 |
$0.00 |
|
| Funds Available | $1,621,525.91 |
Gross Earnings | $22,244,216.25 |
$22,167,721.50 |
$76,494.75 |
|
| Total Change Orders | $1,173,613.62 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $22,244,216.25 |
$22,167,721.50 |
$76,494.75 |
|||
| Contract Id | 071176 | Change Order Summary |
County | ADAIR | ||||||
| Estimate Nbr | 0104 | Project Number | FD04 001 0061 006-011 | |||||||
| Contractor | HI-VIEW LLC | Period | 07/13/2013 TO 10/01/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Revised prices and Wage Rate adjs. for delayed award | Approved | 01/21/2009 | $662,530.71 | 0.0 | |||||
| 002 | Temp Silt Fence &Temp Seeding Overrun, Stru Ex.-SR Overrun, | Approved | 09/23/2011 | $282,863.67 | 22.0 | |||||
| 003 | Transverse Benching Correction, Construction Revision #1 | Approved | 12/14/2011 | $171,782.73 | 199.0 | |||||
| 004 | R/W Momuments & Witness Posts, Rock Roadbed | Approved | 03/22/2012 | $46,135.01 | 12.0 | |||||
| 005 | Slide Repair, Time Extension Due to Utility Conflict | Approved | 04/27/2012 | $10,338.50 | 13.0 | |||||
| 006 | Time Extension, G/R Adj.,Additional Traffic Cont., Etc. | Approved | 07/30/2012 | $-37.00 | 56.0 | |||||
| 007 | Non Spec Material Override | Approved | 11/19/2012 | $0.00 | 0.0 | |||||
| 008 | Non Spec Material and Rideability Override | Approved | 11/28/2012 | $0.00 | 0.0 | |||||
| 009 | Earthwork Quantity Dispute Resolution, CSB Underrun | Approved | 05/23/2013 | $0.00 | 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 |
||
| DE00100610776 | 0020 | TRAFFIC BOUND BASE | NON-SPEC MATERIAL DEDUCTION | 0081 | -111.42 |
$3.07 |
$-342.62 |
||
| DE00100610776 | 0020 | TRAFFIC BOUND BASE | NON-SPEC MATERIAL DEDUCTION | 0100 | 111.42 |
$3.07 |
$342.62 |
||
| Contract Id | 071176 | COMMONWEALTH OF KENTUCKY |
County | ADAIR | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE00100610776 | |||||||
| Estimate Nbr | 0104 | Period | 07/13/2013 TO 10/01/2013 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | 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 STONE BASE | 00003 | TON | 95,534.00 | 90,714.500 | 24.430 | 87,349.650 | 87,374.080 | 20.00 | 488.60 | 1,747,481.60 | |
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,310.00 | 3,310.000 | 4,140.130 | 4,140.130 | 20.00 | 82,802.60 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 27.00 | 27.000 | 25.280 | 25.280 | 30.00 | 758.40 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,234.00 | 1,234.000 | 706.850 | 706.850 | 80.00 | 56,548.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 97,277.00 | 97,277.000 | 81,799.710 | 81,799.710 | 53.00 | 4,335,384.63 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,218.00 | 4,218.000 | 3,386.510 | 3,386.510 | 57.00 | 193,031.07 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 148.00 | 148.000 | 87.440 | 87.440 | 600.00 | 52,464.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 19,993.00 | 20,139.080 | 15,541.350 | 15,541.350 | 58.00 | 901,398.30 | |||
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | LF | 318.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0100 | ENTRANCE PIPE-18 INCH | 00441 | LF | 348.00 | 0.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0110 | ENTRANCE PIPE-24 INCH | 00443 | LF | 374.00 | 0.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0120 | ENTRANCE PIPE-30 INCH | 00445 | LF | 224.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 399.00 | 0.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0140 | CULVERT PIPE-24 INCH | 00464 | LF | 2,005.00 | 0.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0150 | CULVERT PIPE-30 INCH | 00466 | LF | 334.00 | 0.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0160 | CULVERT PIPE-36 INCH | 00468 | LF | 854.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0170 | CULVERT PIPE-42 INCH | 00469 | LF | 16.00 | 0.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0180 | CULVERT PIPE-48 INCH | 00470 | LF | 370.00 | 0.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0190 | CULVERT PIPE-54 INCH | 00471 | LF | 1,962.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0200 | CULVERT PIPE-30 INCH EQUIV | 00494 | LF | 68.00 | 0.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0210 | CULVERT PIPE-42 INCH EQUIV | 00498 | LF | 45.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0220 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,294.00 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | LF | 203.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0240 | STORM SEWER PIPE-24 INCH | 00524 | LF | 317.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,703.00 | 1,703.000 | 232.000 | 232.000 | 10.00 | 2,320.00 | |||
| 0260 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,709.00 | 2,709.000 | 151.000 | 151.000 | 10.00 | 1,510.00 | |||
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 17.00 | 17.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 0300 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,750.00 | 14,000.00 | |||
| 0310 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 6.00 | 8.000 | 10.000 | 10.000 | 2,450.00 | 24,500.00 | |||
| 0320 | METAL END SECTION TY 1-30 INCH | 01374 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,450.00 | 8,900.00 | |||
| 0330 | METAL END SECTION TY 3-15 INCH | 01390 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 0340 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0350 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,125.00 | 2,250.00 | |||
| 0360 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,670.00 | 9,340.00 | |||
| 0370 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,745.00 | 5,745.00 | |||
| 0380 | METAL END SECTION TY 4-18 INCH | 01411 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,145.00 | 0.00 | |||
| 0390 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0400 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0410 | DROP BOX INLET TYPE 13G | 01559 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0420 | JUNCTION BOX-42 INCH | 01646 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0430 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0440 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 169.00 | 169.000 | 160.000 | 160.000 | 45.00 | 7,200.00 | |||
| 0450 | ASPHALT WEDGE CURB | 01897 | LF | 8,060.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0460 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 0470 | REMOVE PAVEMENT | 02091 | SQYD | 11,877.90 | 9,427.900 | 4,986.700 | 4,986.700 | 2.00 | 9,973.40 | |||
| 0480 | TEMPORARY DITCH | 02159 | LF | 20,520.00 | 20,520.000 | 10,904.000 | 10,904.000 | 0.50 | 5,452.00 | |||
| 0490 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,726,085.00 | 0.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0500 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 42.00 | 42.000 | 39.000 | 39.000 | 48.04 | 1,873.56 | |||
| 0510 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 0.000 | 0.000 | 0.000 | 2,257.50 | 0.00 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 21.00 | 0.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | |||
| 0530 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 51.00 | 0.000 | 0.000 | 0.000 | 2,248.33 | 0.00 | |||
| 0540 | TEMPORARY GUARDRAIL | 02397 | LF | 1,700.00 | 0.000 | 0.000 | 0.000 | 8.93 | 0.00 | |||
| 0550 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 340.00 | 0.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0560 | CHANNEL LINING CLASS II | 02483 | TON | 11,069.10 | 11,069.100 | 11,468.030 | 11,468.030 | 19.22 | 220,415.53 | |||
| 0570 | CHANNEL LINING CLASS IV | 02488 | CUYD | 7,926.70 | 7,926.700 | 8,457.180 | 8,457.180 | 6.00 | 50,743.08 | |||
| 0580 | CLEARING AND GRUBBING 143.91 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0590 | SIGNS | 02562 | SQFT | 712.50 | 712.500 | 951.000 | 951.000 | 6.00 | 5,706.00 | |||
| 0600 | EDGE KEY | 02585 | LF | 179.00 | 179.000 | 433.000 | 433.000 | 20.00 | 8,660.00 | |||
| 0610 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 211,132.00 | 0.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0620 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0630 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0640 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,000.00 | 160,000.00 | |||
| 0650 | SAFELOADING | 02690 | CUYD | 44.00 | 44.000 | 40.000 | 40.000 | 200.00 | 8,000.00 | |||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 4,220.00 | 17,220.000 | 24,230.000 | 24,230.000 | 4.00 | 96,920.00 | |||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 107.00 | 107.000 | 47.000 | 47.000 | 150.00 | 7,050.00 | |||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 786.00 | 786.000 | 122.500 | 122.500 | 100.00 | 12,250.00 | |||
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 321.00 | 321.000 | 2.000 | 2.000 | 10.00 | 20.00 | |||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2,358.00 | 2,358.000 | 209.000 | 209.000 | 10.00 | 2,090.00 | |||
| 0710 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 12,660.00 | 12,660.000 | 200.000 | 200.000 | 1.00 | 200.00 | |||
| 0720 | SCARIFYING AND RESHAPING | 02710 | SQYD | 42,664.00 | 42,664.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0730 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0740 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,981.80 | 15,981.800 | 20,049.100 | 20,049.100 | 1.26 | 25,261.86 | |||
| 0750 | TEMPORARY MULCH | 05952 | SQYD | 414,372.00 | 0.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0760 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 168,328.00 | 0.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0770 | TOPDRESSING FERTILIZER | 05966 | TON | 24.94 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0780 | SEEDING AND PROTECTION | 05985 | SQYD | 483,243.20 | 483,243.200 | 529,126.500 | 529,126.500 | 0.33 | 174,611.74 | |||
| 0790 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 168,328.40 | 168,328.400 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0800 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 193,516.00 | 193,516.000 | 187,329.000 | 187,329.000 | 0.22 | 41,212.38 | |||
| 0810 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 125,725.00 | 125,725.000 | -11,011.800 | 132,268.000 | 121,256.200 | 0.22 | -2,422.59 | 26,676.36 | |
| 0820 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 11,500.00 | 11,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0830 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,900.00 | 8,900.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0840 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 176.00 | 176.000 | 344.000 | 344.000 | 15.00 | 5,160.00 | |||
| 0850 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0860 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,046.00 | 1,046.000 | 932.000 | 932.000 | 30.00 | 27,960.00 | |||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 145.09 | 0.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 9,475.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0890 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 239,370.00 | 239,370.000 | 28,051.750 | 28,051.750 | 1.00 | 28,051.75 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 350,748.00 | 200,440.000 | -209,226.540 | -209,226.540 | 1.00 | -209,226.54 | |||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 206,608.00 | 206,608.000 | 1,053,409.010 | 1,053,409.010 | 1.00 | 1,053,409.01 | |||
| 0920 | GRANULAR PILE CORE | 20209EP69 | CUYD | 750.00 | 750.000 | 750.000 | 750.000 | 30.00 | 22,500.00 | |||
| 0930 | SAW CUT | 20430ED | LF | 1,562.00 | 1,562.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 35.00 | 35.000 | 19.000 | 19.000 | 250.00 | 4,750.00 | |||
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 105.00 | 105.000 | 22.000 | 22.000 | 10.00 | 220.00 | |||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0970 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 18,479.00 | 18,479.000 | 6,259.000 | 6,259.000 | 2.00 | 12,518.00 | |||
| 0980 | METAL END SECTION TY 3-30 IN (EQUIV) | 21588NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0990 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 20,837.50 | 0.000 | 0.000 | 0.000 | 15.49 | 0.00 | |||
| 1000 | METAL END SECTION TY 3-42 IN EQUIV | 21880NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 8001 | ENTRANCE PIPE-15 INCH REVISED | 00440 | LF | 0.00 | 318.000 | 310.000 | 310.000 | 33.16 | 10,279.60 | |||
| 8002 | ENTRANCE PIPE-18 INCH REVISED | 00441 | LF | 0.00 | 348.000 | 248.000 | 248.000 | 34.76 | 8,620.48 | |||
| 8003 | ENTRANCE PIPE-24 INCH REVISED | 00443 | LF | 0.00 | 374.000 | 306.000 | 306.000 | 36.98 | 11,315.88 | |||
| 8004 | ENTRANCE PIPE-30 INCH REVISED | 00445 | LF | 0.00 | 224.000 | 304.000 | 304.000 | 41.21 | 12,527.84 | |||
| 8005 | CULVERT PIPE-18 INCH REVISED | 00462 | LF | 0.00 | 399.000 | 373.000 | 373.000 | 57.89 | 21,592.97 | |||
| 8006 | CULVERT PIPE-24 INCH REVISED | 00464 | LF | 0.00 | 2,105.000 | 2,105.000 | 2,105.000 | 62.18 | 130,888.90 | |||
| 8007 | CULVERT PIPE-30 INCH REVISED | 00466 | LF | 0.00 | 334.000 | 394.000 | 394.000 | 65.77 | 25,913.38 | |||
| 8008 | CULVERT PIPE-36 INCH REVISED | 00468 | LF | 0.00 | 854.000 | 854.000 | 854.000 | 88.59 | 75,655.86 | |||
| 8009 | CULVERT PIPE-42 INCH REVISED | 00469 | LF | 0.00 | 16.000 | 16.000 | 16.000 | 415.70 | 6,651.20 | |||
| 8010 | CULVERT PIPE-48 INCH REVISED | 00470 | LF | 0.00 | 370.000 | 370.000 | 370.000 | 112.81 | 41,739.70 | |||
| 8011 | CULVERT PIPE-54 INCH REVISED | 00471 | LF | 0.00 | 1,962.000 | 1,962.000 | 1,962.000 | 140.24 | 275,150.88 | |||
| 8012 | CULVERT PIPE-30 INCH EQUIV REVISED | 00494 | LF | 0.00 | 68.000 | 68.000 | 68.000 | 191.09 | 12,994.12 | |||
| 8013 | CULVERT PIPE-42 INCH EQUIV REVISED | 00498 | LF | 0.00 | 45.000 | 45.000 | 45.000 | 217.35 | 9,780.75 | |||
| 8014 | STORM SEWER PIPE-15 INCH REVISED | 00521 | LF | 0.00 | 1,294.000 | 1,192.000 | 1,192.000 | 43.16 | 51,446.72 | |||
| 8015 | STORM SEWER PIPE-18 INCH REVISED | 00522 | LF | 0.00 | 203.000 | 106.000 | 106.000 | 48.76 | 5,168.56 | |||
| 8016 | STORM SEWER PIPE-24 INCH REVISED | 00524 | LF | 0.00 | 317.000 | 317.000 | 317.000 | 54.98 | 17,428.66 | |||
| 8017 | CURB BOX INLET TYPE B REVISED | 01480 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,781.00 | 15,124.00 | |||
| 8018 | DROP BOX INLET TYPE 1 REVISED | 01490 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,061.50 | 2,061.50 | |||
| 8019 | DROP BOX INLET TYPE 13G REVISED | 01559 | EACH | 0.00 | 27.000 | 24.000 | 24.000 | 2,369.50 | 56,868.00 | |||
| 8020 | JUNCTION BOX-42 INCH REVISED | 01646 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,124.00 | 3,124.00 | |||
| 8021 | EMBANKMENT IN PLACE REVISED | 02230 | CUYD | 0.00 | 1,771,987.000 | 1,774,359.000 | 1,774,359.000 | 3.57 | 6,348,656.50 | |||
| 8022 | GUARDRAIL CONNECTOR TO BRIDGE END TY A REVISED | 02363 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 2,357.50 | 18,860.00 | |||
| 8023 | GUARDRAIL END TREATMENT TYPE 1 REVISED | 02367 | EACH | 0.00 | 21.000 | 13.000 | 13.000 | 2,410.00 | 31,330.00 | |||
| 8024 | GUARDRAIL END TREATMENT TYPE 4A REVISED | 02391 | EACH | 0.00 | 51.000 | 40.000 | 40.000 | 2,348.33 | 93,933.20 | |||
| 8025 | TEMPORARY GUARDRAIL REVISED | 02397 | LF | 0.00 | 1,700.000 | 2,156.250 | 2,156.250 | 9.93 | 21,411.56 | |||
| 8026 | FABRIC-GEOTEXTILE TYPE IV REVISED | 02599 | SQYD | 0.00 | 211,132.000 | 10,309.000 | 10,309.000 | 1.31 | 13,504.79 | |||
| 8027 | TEMPORARY MULCH REVISED | 05952 | SQYD | 0.00 | 414,372.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 8028 | TEMP SEEDING AND PROTECTION REVISED | 05953 | SQYD | 0.00 | 518,328.000 | -400.000 | 718,928.000 | 718,528.000 | 0.19 | -76.00 | 136,520.32 | |
| 8029 | TOPDRESSING FERTILIZER REVISED | 05966 | TON | 0.00 | 24.942 | 27.030 | 27.030 | 1,225.00 | 33,111.75 | |||
| 8030 | CONCRETE-CLASS A (RDWY) REVISED | 08100 | CUYD | 0.00 | 145.090 | 144.340 | 144.340 | 1,074.75 | 155,129.41 | |||
| 8031 | STEEL REINFORCEMENT (RDWY) REVISED | 08150 | LB | 0.00 | 9,475.000 | 9,468.000 | 9,468.000 | 1.11 | 10,509.48 | |||
| 8032 | G/R STEEL W BEAM-S FACE (7 FT POST) REVISED | 21802EN | LF | 0.00 | 20,837.500 | 21,286.250 | 21,286.250 | 17.49 | 372,296.51 | |||
| 8056 | STEEL ENCASEMENT PIPE-6 INCH (STA. 874+50) | 01063 | LF | 0.00 | 204.000 | 204.000 | 204.000 | 52.80 | 10,771.20 | |||
| 8057 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 760.000 | 2,201.000 | 2,201.000 | 1.28 | 2,817.28 | |||
| 8058 | CONCRETE ENCASEMENT PIPE 12-INCH (STA. 918+20) | 20096ES601 | LF | 0.00 | 152.000 | 152.000 | 152.000 | 61.09 | 9,285.68 | |||
| 8059 | RIVER BIRCH | 20537NS724 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 62.31 | 1,495.56 | |||
| 8060 | SHAGBARK HICKORY | 20449MS724 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 62.31 | 1,495.56 | |||
| 8061 | PAW PAW | 22922NS724 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 62.31 | 1,495.56 | |||
| 8062 | WHITE OAK | 20451MS724 | EACH | 0.00 | 25.000 | 25.000 | 25.000 | 62.31 | 1,557.87 | |||
| 8063 | RED OAK -- SOUTHERN | 20005ES724 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 62.31 | 1,495.56 | |||
| 8064 | WILLOW OAK | 20536NS724 | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 62.31 | 1,495.56 | |||
| 8065 | CONCRETE WEDGE CURB | 22883EN | LF | 0.00 | 8,060.000 | 7,430.000 | 7,430.000 | 25.00 | 185,750.00 | |||
| 8066 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 0.00 | 340.000 | 300.000 | 300.000 | 100.00 | 30,000.00 | |||
| 8067 | WITNESS POST | 02432 | EACH | 0.00 | 340.000 | 150.000 | 150.000 | 75.00 | 11,250.00 | |||
| 8068 | ROCK ROADBED (STA.744+50 - 750+00) | 22653EN | CUYD | 0.00 | 1,500.000 | 0.000 | 0.000 | 7.75 | 0.00 | |||
| 8069 | GRANULAR REFILL (STA. 744+50 - 750+00) | 20747ED | TON | 0.00 | 0.001 | -174.240 | 1,909.650 | 1,735.410 | 12.50 | -2,178.00 | 21,692.62 | |
| 8070 | SPECIAL EXCAVATION (SLIDE RT. STA. 775+00) | 02204 | CUYD | 0.00 | 667.000 | 667.000 | 667.000 | 7.75 | 5,169.25 | |||
| 8071 | SPECIAL EMBANKMENT (Rt. Sta. 775+00) | 02233 | CUYD | 0.00 | 667.000 | 667.000 | 667.000 | 7.75 | 5,169.25 | |||
| 8072 | ADJUST DRAINAGE STRUCTURE FRAME TO REVISED GRADE | 23074NN | EACH | 0.00 | 24.000 | 24.000 | 24.000 | 650.00 | 15,600.00 | |||
| 8073 | ADJUST GUARDRAIL TO REVISED GRADE | 02350 | LF | 0.00 | 10,000.000 | 13,749.000 | 13,749.000 | 3.50 | 48,121.50 | |||
| 8074 | CRUSHED STONE BASE (@ GUARDRAIL LOCATIONS) | 00003 | TON | 0.00 | 1,500.000 | 1,497.560 | 1,497.560 | 30.00 | 44,926.80 | |||
| 8075 | POST ( 7 FT STEEL FOR GUARDRAIL) | 04883 | EACH | 0.00 | 20.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 8076 | SHOULDER CLOSURE | 20068ES112 | EACH | 0.00 | 6.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 8077 | MAINTAIN & CONTROL TRAFFIC (PER DAY) | 21741NC | EACH | 0.00 | 10.000 | 8.000 | 8.000 | 2,415.00 | 19,320.00 | |||
| 8078 | SHOULDER RUMBLE STRIPS-SAWED 16 INCH | 20362ES403 | LF | 0.00 | 63,300.000 | 61,161.000 | 61,161.000 | 0.37 | 22,629.57 | |||
| 8079 | NON-SPEC MATERIAL CL2 ASPH BASE 1.00D PG64-22 | 10070NS | DOLL | 0.00 | 0.001 | -9,812.950 | -9,812.950 | 1.00 | -9,812.95 | |||
| 8080 | NON-SPEC MATERIAL Pave Striping-Perm Paint-4 inch | 10070NS | DOLL | 0.00 | 0.001 | -1,447.200 | -1,447.200 | 1.00 | -1,447.20 | |||
| 8081 | NON-SPEC MATERIAL Traffic Bound Base | 10070NS | DOLL | 0.00 | 0.001 | -342.620 | -342.620 | 1.00 | -342.62 | |||
| 8082 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 32,027.270 | 32,027.270 | 1.00 | 32,027.27 | |||
| 8083 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 96,390.00 | 96,390.00 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1010 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 854,000.00 | 854,000.00 | |||
| 1020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 322,731.00 | 80,682.75 | 322,731.00 | |
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 153,263.360 | 153,263.360 | 153,263.360 | 1.00 | 153,263.36 | |||
| 8055 | DEFERRED PAYMENT ADJUSTMENT (TEMPORARY) | 07635 | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0003 BRIDGE | |||||||
| 1030 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 382.00 | 382.000 | 381.600 | 381.600 | 35.00 | 13,356.00 | |||
| 1040 | MASONRY COATING | 02998 | SQYD | 1,280.00 | 1,280.000 | 550.230 | 550.230 | 9.00 | 4,952.07 | |||
| 1050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 137.00 | 137.000 | 137.000 | 137.000 | 65.00 | 8,905.00 | |||
| 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 87.00 | 473.980 | 473.980 | 473.980 | 85.00 | 40,288.30 | |||
| 1070 | FOUNDATION PREPARATION 25342 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 1080 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 487.00 | 487.000 | 408.550 | 408.550 | 20.00 | 8,171.00 | |||
| 1090 | TEST PILES | 08033 | LF | 25.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1100 | PILES-STEEL HP12X53 | 08046 | LF | 366.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1110 | PILE POINTS-12 INCH | 08094 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 100.00 | 2,000.00 | |||
| 1120 | CONCRETE-CLASS A | 08100 | CUYD | 265.40 | 265.400 | 265.400 | 265.400 | 390.00 | 103,506.00 | |||
| 1130 | CONCRETE-CLASS AA | 08104 | CUYD | 579.30 | 0.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 1140 | STEEL REINFORCEMENT | 08150 | LB | 42,122.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 1150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 128,090.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1160 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,587.30 | 0.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 8033 | TEST PILES REVISED | 08033 | LF | 0.00 | 25.000 | 25.000 | 25.000 | 62.35 | 1,558.75 | |||
| 8034 | PILES-STEEL HP12X53 REVISED | 08046 | LF | 0.00 | 366.000 | 357.410 | 357.410 | 62.35 | 22,284.51 | |||
| 8035 | CONCRETE-CLASS AA REVISED | 08104 | CUYD | 0.00 | 579.300 | 579.300 | 579.300 | 481.66 | 279,025.63 | |||
| 8036 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 42,122.000 | 42,122.000 | 42,122.000 | 0.98 | 41,279.56 | |||
| 8037 | STEEL REINFORCEMENT-EPOXY COATED REVISED | 08151 | LB | 0.00 | 128,090.000 | 128,090.000 | 128,090.000 | 1.11 | 142,179.90 | |||
| 8038 | PRECAST PC I BEAM TYPE 6 REVISED | 08635 | LF | 0.00 | 1,587.300 | 1,587.300 | 1,587.300 | 306.00 | 485,713.80 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0004 BRIDGE | |||||||
| 1170 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 43.00 | 51.150 | 51.150 | 51.150 | 85.00 | 4,347.75 | |||
| 1180 | FOUNDATION PREPARATION 25330 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 101.10 | 101.100 | 101.100 | 101.100 | 390.00 | 39,429.00 | |||
| 1200 | STEEL REINFORCEMENT | 08150 | LB | 9,701.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8039 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 9,701.000 | 9,701.000 | 9,701.000 | 0.98 | 9,506.98 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0005 BRIDGE | |||||||
| 1210 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 529.00 | 529.000 | 529.120 | 529.120 | 35.00 | 18,519.20 | |||
| 1220 | MASONRY COATING | 02998 | SQYD | 974.00 | 974.000 | 325.440 | 325.440 | 9.00 | 2,928.96 | |||
| 1230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 107.00 | 107.000 | 107.000 | 107.000 | 65.00 | 6,955.00 | |||
| 1240 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 28.00 | 292.370 | 292.370 | 292.370 | 85.00 | 24,851.45 | |||
| 1250 | FOUNDATION PREPARATION 25343 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 1260 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 365.00 | 365.000 | 456.060 | 456.060 | 20.00 | 9,121.20 | |||
| 1270 | TEST PILES | 08033 | LF | 20.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1280 | PILES-STEEL HP12X53 | 08046 | LF | 225.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1290 | PILE POINTS-12 INCH | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 1300 | CONCRETE-CLASS A | 08100 | CUYD | 309.50 | 309.500 | 309.500 | 309.500 | 390.00 | 120,705.00 | |||
| 1310 | CONCRETE-CLASS AA | 08104 | CUYD | 359.80 | 0.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 1320 | STEEL REINFORCEMENT | 08150 | LB | 38,455.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 1330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 89,637.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1340 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 943.30 | 0.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 8040 | TEST PILES REVISED | 08033 | LF | 0.00 | 20.000 | 20.000 | 20.000 | 62.35 | 1,247.00 | |||
| 8041 | PILES-STEEL HP12X53 REVISED | 08046 | LF | 0.00 | 225.000 | 212.310 | 212.310 | 62.35 | 13,237.52 | |||
| 8042 | CONCRETE-CLASS AA REVISED | 08104 | CUYD | 0.00 | 359.800 | 359.800 | 359.800 | 481.66 | 173,301.26 | |||
| 8043 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 38,455.000 | 38,455.000 | 38,455.000 | 0.98 | 37,685.90 | |||
| 8044 | STEEL REINFORCEMENT-EPOXY COATED REVISED | 08151 | LB | 0.00 | 89,637.000 | 89,637.000 | 89,637.000 | 1.11 | 99,497.07 | |||
| 8045 | PRECAST PC I BEAM TYPE 4 REVISED | 08634 | LF | 0.00 | 943.300 | 943.300 | 943.300 | 269.00 | 253,747.70 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0006 BRIDGE | |||||||
| 1350 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 35.990 | 35.990 | 35.990 | 85.00 | 3,059.15 | |||
| 1360 | FOUNDATION PREPARATION 25331 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1370 | CONCRETE-CLASS A | 08100 | CUYD | 87.20 | 87.200 | 87.200 | 87.200 | 390.00 | 34,008.00 | |||
| 1380 | STEEL REINFORCEMENT | 08150 | LB | 7,653.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8046 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 7,653.000 | 7,653.000 | 7,653.000 | 0.98 | 7,499.94 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0007 BRIDGE | |||||||
| 1390 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 13.070 | 13.070 | 13.070 | 85.00 | 1,110.95 | |||
| 1400 | FOUNDATION PREPARATION 25332 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1410 | CONCRETE-CLASS A | 08100 | CUYD | 60.90 | 60.900 | 60.900 | 60.900 | 390.00 | 23,751.00 | |||
| 1420 | STEEL REINFORCEMENT | 08150 | LB | 4,608.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8047 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 4,608.000 | 4,608.000 | 4,608.000 | 0.98 | 4,515.84 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0008 BRIDGE | |||||||
| 1430 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 50.00 | 142.000 | 142.000 | 142.000 | 85.00 | 12,070.00 | |||
| 1440 | FOUNDATION PREPARATION 25333 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1450 | CONCRETE-CLASS A | 08100 | CUYD | 183.70 | 183.700 | 183.700 | 183.700 | 390.00 | 71,643.00 | |||
| 1460 | STEEL REINFORCEMENT | 08150 | LB | 29,483.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8048 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 29,483.000 | 29,483.000 | 29,483.000 | 0.98 | 28,893.34 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0009 BRIDGE | |||||||
| 1470 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 43.000 | 43.000 | 43.000 | 85.00 | 3,655.00 | |||
| 1480 | FOUNDATION PREPARATION 25334 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1490 | CONCRETE-CLASS A | 08100 | CUYD | 102.30 | 102.300 | 102.300 | 102.300 | 390.00 | 39,897.00 | |||
| 1500 | STEEL REINFORCEMENT | 08150 | LB | 10,121.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8049 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 10,121.000 | 10,121.000 | 10,121.000 | 0.98 | 9,918.58 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0010 BRIDGE | |||||||
| 1510 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 67.00 | 177.840 | 177.840 | 177.840 | 85.00 | 15,116.40 | |||
| 1520 | FOUNDATION PREPARATION 25335 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1530 | CONCRETE-CLASS A | 08100 | CUYD | 153.10 | 153.100 | 153.100 | 153.100 | 390.00 | 59,709.00 | |||
| 1540 | STEEL REINFORCEMENT | 08150 | LB | 21,596.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8050 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 21,596.000 | 21,596.000 | 21,596.000 | 0.98 | 21,164.08 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0011 BRIDGE | |||||||
| 1550 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 38.500 | 38.500 | 38.500 | 85.00 | 3,272.50 | |||
| 1560 | FOUNDATION PREPARATION 25336 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1570 | CONCRETE-CLASS A | 08100 | CUYD | 124.50 | 124.500 | 124.500 | 124.500 | 390.00 | 48,555.00 | |||
| 1580 | STEEL REINFORCEMENT | 08150 | LB | 13,836.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8051 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 13,836.000 | 13,836.000 | 13,836.000 | 0.98 | 13,559.28 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0012 BRIDGE | |||||||
| 1590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 24.00 | 70.000 | 70.000 | 70.000 | 85.00 | 5,950.00 | |||
| 1600 | FOUNDATION PREPARATION 25337 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1610 | CONCRETE-CLASS A | 08100 | CUYD | 105.40 | 105.400 | 105.400 | 105.400 | 390.00 | 41,106.00 | |||
| 1620 | STEEL REINFORCEMENT | 08150 | LB | 11,034.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8052 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 11,034.000 | 11,034.000 | 11,034.000 | 0.98 | 10,813.32 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0013 BRIDGE | |||||||
| 1630 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 11.00 | 29.430 | 29.430 | 29.430 | 85.00 | 2,501.55 | |||
| 1640 | FOUNDATION PREPARATION 25338 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1650 | CONCRETE-CLASS A | 08100 | CUYD | 82.90 | 82.900 | 82.900 | 82.900 | 390.00 | 32,331.00 | |||
| 1660 | STEEL REINFORCEMENT | 08150 | LB | 7,287.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8053 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 7,287.000 | 7,287.000 | 7,287.000 | 0.98 | 7,141.26 | |||
| Project | DE00100610776 | Fed/State Project Number | FD04 001 0061 006-011 | Category | 0014 BRIDGE | |||||||
| 1670 | FOUNDATION PREPARATION 25339 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1680 | CONCRETE-CLASS A | 08100 | CUYD | 71.00 | 71.000 | 71.000 | 71.000 | 390.00 | 27,690.00 | |||
| 1690 | STEEL REINFORCEMENT | 08150 | LB | 6,334.00 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 8054 | STEEL REINFORCEMENT REVISED | 08150 | LB | 0.00 | 6,334.000 | 6,334.000 | 6,334.000 | 0.98 | 6,207.32 | |||
| SUBTOT | $76,494.75 |
$22,244,216.02 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
8005-1-0I |
18" Pipe Sta. 49+18 Appr. Connection #3 | LF |
94.00 | 0011 | $11.499620 | $1,026.91 | ||||||
8007-1-0I |
30" Pipe Sta. 1048+50 | LF |
135.00 | 0011 | $20.038710 | $2,569.96 | ||||||
8008-3-0I |
36" Pipe Sta. 1019+50 | LF |
68.00 | 0011 | $27.401000 | $1,770.10 | ||||||
8008-2-0I |
36" Pipe Sta. 1005+50 | LF |
120.00 | 0011 | $25.117580 | $2,863.40 | ||||||
8008-1-0I |
36" Culvert Pipe Sta. 1053+25 | LF |
145.00 | 0011 | $30.235580 | $4,164.95 | ||||||
8011-1-0I |
54" Pipe Sta. 52+40 Appr. Curry Rd. | LF |
154.00 | 0011 | $45.424370 | $6,645.58 | ||||||
8001-1-0I |
15" Entrance Pipe | LF |
60.00 | 0021 | $6.550800 | $373.40 | ||||||
8003-1-0I |
24" Entrance Pipe | LF |
54.00 | 0021 | $11.091520 | $569.00 | ||||||
8005-1-1I |
18" Pipe Sta. 49+18 Appr. Connection #3 | LF |
92.00 | 0021 | $7.950000 | $694.83 | ||||||
8006-3-0I |
24" Entrance Pipe - Bird Road | LF |
68.00 | 0021 | $10.695400 | $690.92 | ||||||
8006-2-0I |
Metal End Section TY 3 24" Sta. 753+00 | EACH |
2.00 | 0021 | $355.683000 | $675.80 | ||||||
8006-1-1I |
24" culvert pipe Sta. 823+25 | LF |
370.00 | 0021 | $16.373390 | $5,755.25 | ||||||
8006-1-0I |
24" culvert pipe Sta. 753+00 | LF |
102.00 | 0021 | $15.613800 | $1,512.98 | ||||||
8007-2-0I |
30" Entrance Pipe | LF |
52.00 | 0021 | $14.409060 | $711.81 | ||||||
8011-1-2I |
54" Pipe Sta. 812+00 & 818+65 | LF |
638.00 | 0021 | $76.785950 | $46,539.97 | ||||||
8011-1-1I |
54" Pipe Sta. 818+65 | LF |
320.00 | 0021 | $71.474180 | $21,728.15 | ||||||
8038-1-0I |
Precast PC I Beam Type 6 Revised Sta. 868+48 | LF |
1,587.30 | 0035 | $183.379990 | $276,525.12 | ||||||
8035-1-1I |
SIP Decking (Sta. 868+48 | SQFT |
19.40 | 0036 | $277.318040 | $5,110.97 | ||||||
8035-1-0I |
SIP Decking (Sta. 868+48 | SQFT |
60.60 | 0036 | $280.258580 | $16,134.48 | ||||||
8042-1-1I |
SIP Forms (Sta. 905+92) | SQFT |
14.78 | 0036 | $278.771310 | $3,914.22 | ||||||
8042-1-0I |
SIP Forms (Sta. 905+92) | SQFT |
46.40 | 0036 | $280.321330 | $12,356.56 | ||||||
8045-1-0I |
Precast PC I Beam Type 4 (Sta. 905+92) | LF |
943.30 | 0036 | $151.950990 | $136,168.60 | ||||||
8036-1-0I |
Steel Reinf. (Drawing No. 25343 Abutment # 1) | LB |
12,283.00 | 0046 | $0.545900 | $6,370.03 | ||||||
8037-1-0I |
Epoxy Steel (Drawing No. 25343 Abut & EndBen | LB |
1,684.00 | 0046 | $0.612150 | $979.33 | ||||||
8043-1-0I |
Steel Reinf. (Drawing No. 25343 Pier) | LB |
17,041.00 | 0046 | $0.545900 | $8,837.55 | ||||||
8044-1-0I |
Epoxy Steel (Drawing No. 25343 Abutment # 1) | LB |
1,060.00 | 0046 | $0.612160 | $616.45 | ||||||
8024-1-0I |
Type 4A End Treatment | EACH |
51.00 | 0047 | $1182.500000 | $57,292.12 | ||||||
8032-1-0I |
Guardrail | LF |
20,000.00 | 0047 | $9.510000 | $180,690.00 | ||||||
8036-2-0I |
Reinf Steel (Pier, End Bent #2, Drawing 25342) | LB |
26,963.00 | 0047 | $0.545900 | $13,983.15 | ||||||
8043-2-0I |
Reinf. Steel (Abut # 1, End Bent # 2 Draw 25343 | LB |
20,577.00 | 0047 | $0.545900 | $10,671.34 | ||||||
8037-2-1I |
Steel Reinf Epoxy (Deck) 868+48 | LB |
47,980.00 | 0059 | $0.537950 | $24,520.30 | ||||||
8037-2-0I |
Steel Reinf Epoxy (Deck & Diaph) 868+48 | LB |
45,460.00 | 0059 | $0.537950 | $23,232.45 | ||||||
8044-2-1I |
Steel Reinf Epoxy (Deck) 905+92 | LB |
48,255.00 | 0059 | $0.511450 | $23,446.02 | ||||||
8044-2-0I |
Steel Reinf Epoxy (Deck & Diaph) 905+92 | LB |
40,729.00 | 0059 | $0.511450 | $19,789.32 | ||||||
8007-1-0A |
30" Pipe Sta. 1048+50 | LF |
135.00 | 0014 | $20.038710 | $-2,569.96 | ||||||
8008-3-0A |
36" Pipe Sta. 1019+50 | LF |
68.00 | 0024 | $27.401000 | $-1,770.10 | ||||||
8008-2-0A |
36" Pipe Sta. 1005+50 | LF |
110.00 | 0024 | $25.117580 | $-2,624.78 | ||||||
8008-1-0A |
36" Culvert Pipe Sta. 1053+25 | LF |
110.00 | 0024 | $30.235580 | $-3,159.62 | ||||||
8011-1-2A |
54" Pipe Sta. 812+00 & 818+65 | LF |
21.00 | 0024 | $76.785950 | $-1,531.88 | ||||||
8011-1-1A |
54" Pipe Sta. 818+65 | LF |
320.00 | 0024 | $71.474180 | $-21,728.15 | ||||||
8011-1-0A |
54" Pipe Sta. 52+40 Appr. Curry Rd. | LF |
154.00 | 0024 | $45.424370 | $-6,645.58 | ||||||
8007-2-0A |
30" Entrance Pipe | LF |
52.00 | 0026 | $14.409060 | $-711.81 | ||||||
8008-2-0A |
36" Pipe Sta. 1005+50 | LF |
10.00 | 0026 | $25.117580 | $-238.62 | ||||||
8008-1-0A |
36" Culvert Pipe Sta. 1053+25 | LF |
35.00 | 0026 | $30.235580 | $-1,005.33 | ||||||
8011-1-2A |
54" Pipe Sta. 812+00 & 818+65 | LF |
126.00 | 0029 | $76.785950 | $-9,191.28 | ||||||
8006-3-0A |
24" Entrance Pipe - Bird Road | LF |
68.00 | 0033 | $10.695400 | $-690.92 | ||||||
8006-2-0A |
Metal End Section TY 3 24" Sta. 753+00 | EACH |
2.00 | 0033 | $355.683000 | $-675.80 | ||||||
8006-1-1A |
24" culvert pipe Sta. 823+25 | LF |
268.00 | 0033 | $16.373390 | $-4,168.67 | ||||||
8006-1-0A |
24" culvert pipe Sta. 753+00 | LF |
102.00 | 0033 | $15.613800 | $-1,512.98 | ||||||
8011-1-2A |
54" Pipe Sta. 812+00 & 818+65 | LF |
463.00 | 0033 | $76.785950 | $-33,774.30 | ||||||
8005-1-1A |
18" Pipe Sta. 49+18 Appr. Connection #3 | LF |
19.00 | 0034 | $7.950000 | $-143.50 | ||||||
8005-1-0A |
18" Pipe Sta. 49+18 Appr. Connection #3 | LF |
94.00 | 0034 | $11.499620 | $-1,026.91 | ||||||
8006-1-1A |
24" culvert pipe Sta. 823+25 | LF |
102.00 | 0034 | $16.373390 | $-1,586.58 | ||||||
8005-1-1A |
18" Pipe Sta. 49+18 Appr. Connection #3 | LF |
73.00 | 0041 | $7.950000 | $-551.33 | ||||||
8003-1-0A |
24" Entrance Pipe | LF |
54.00 | 0042 | $11.091520 | $-569.00 | ||||||
8011-1-2A |
54" Pipe Sta. 812+00 & 818+65 | LF |
28.00 | 0046 | $76.785950 | $-2,042.51 | ||||||
8043-1-0A |
Steel Reinf. (Drawing No. 25343 Pier) | LB |
3,906.00 | 0046 | $0.545900 | $-2,025.67 | ||||||
8043-2-0A |
Reinf. Steel (Abut # 1, End Bent # 2 Draw 25343 | LB |
20,577.00 | 0047 | $0.545900 | $-10,671.34 | ||||||
8043-1-0A |
Steel Reinf. (Drawing No. 25343 Pier) | LB |
13,135.00 | 0047 | $0.545900 | $-6,811.88 | ||||||
8036-2-0A |
Reinf Steel (Pier, End Bent #2, Drawing 25342) | LB |
14,760.00 | 0048 | $0.545900 | $-7,654.61 | ||||||
8036-1-0A |
Steel Reinf. (Drawing No. 25343 Abutment # 1) | LB |
12,283.00 | 0048 | $0.545900 | $-6,370.03 | ||||||
8036-2-0A |
Reinf Steel (Pier, End Bent #2, Drawing 25342) | LB |
12,203.00 | 0049 | $0.545900 | $-6,328.54 | ||||||
8038-1-0A |
Precast PC I Beam Type 6 Revised Sta. 868+48 | LF |
1,587.30 | 0058 | $183.379990 | $-276,525.12 | ||||||
8045-1-0A |
Precast PC I Beam Type 4 (Sta. 905+92) | LF |
943.30 | 0058 | $151.950990 | $-136,168.60 | ||||||
8042-1-0A |
SIP Forms (Sta. 905+92) | SQFT |
39.97 | 0061 | $280.321330 | $-10,646.24 | ||||||
8044-2-1A |
Steel Reinf Epoxy (Deck) 905+92 | LB |
36,461.00 | 0061 | $0.511450 | $-17,715.58 | ||||||
8044-2-0A |
Steel Reinf Epoxy (Deck & Diaph) 905+92 | LB |
40,729.00 | 0061 | $0.511450 | $-19,789.32 | ||||||
8044-1-0A |
Epoxy Steel (Drawing No. 25343 Abutment # 1) | LB |
1,060.00 | 0061 | $0.612160 | $-616.45 | ||||||
8035-1-0A |
SIP Decking (Sta. 868+48 | SQFT |
10.46 | 0062 | $280.258580 | $-2,784.93 | ||||||
8037-2-0A |
Steel Reinf Epoxy (Deck & Diaph) 868+48 | LB |
22,111.00 | 0062 | $0.537950 | $-11,299.88 | ||||||
8037-1-0A |
Epoxy Steel (Drawing No. 25343 Abut & EndBen | LB |
1,684.00 | 0062 | $0.612150 | $-979.33 | ||||||
8035-1-0A |
SIP Decking (Sta. 868+48 | SQFT |
43.93 | 0063 | $280.258580 | $-11,696.70 | ||||||
8037-2-1A |
Steel Reinf Epoxy (Deck) 868+48 | LB |
47,980.00 | 0063 | $0.537950 | $-24,520.30 | ||||||
8037-2-0A |
Steel Reinf Epoxy (Deck & Diaph) 868+48 | LB |
23,349.00 | 0063 | $0.537950 | $-11,932.57 | ||||||
8042-1-1A |
SIP Forms (Sta. 905+92) | SQFT |
0.00 | 0063 | $278.771310 | $0.00 | ||||||
8042-1-0A |
SIP Forms (Sta. 905+92) | SQFT |
6.42 | 0063 | $280.321330 | $-1,710.21 | ||||||
8044-2-1A |
Steel Reinf Epoxy (Deck) 905+92 | LB |
11,794.00 | 0063 | $0.511450 | $-5,730.44 | ||||||
8024-1-0A |
Type 4A End Treatment | EACH |
2.00 | 0064 | $1182.500000 | $-2,246.75 | ||||||
8032-1-0A |
Guardrail | LF |
2,562.50 | 0064 | $9.510000 | $-23,150.91 | ||||||
8001-1-0A |
15" Entrance Pipe | LF |
28.00 | 0065 | $6.550800 | $-174.25 | ||||||
8001-1-0A |
15" Entrance Pipe | LF |
32.00 | 0067 | $6.550800 | $-199.15 | ||||||
8024-1-0A |
Type 4A End Treatment | EACH |
3.00 | 0071 | $1182.500000 | $-3,370.12 | ||||||
8032-1-0A |
Guardrail | LF |
491.25 | 0071 | $9.510000 | $-4,438.20 | ||||||
8024-1-0A |
Type 4A End Treatment | EACH |
7.00 | 0076 | $1182.500000 | $-7,863.62 | ||||||
8032-1-0A |
Guardrail | LF |
2,087.00 | 0076 | $9.510000 | $-18,855.00 | ||||||
8032-1-0A |
Guardrail | LF |
112.50 | 0082 | $9.510000 | $-1,016.38 | ||||||
8032-1-0A |
Guardrail | LF |
25.00 | 0083 | $9.510000 | $-225.86 | ||||||
8024-1-0A |
Type 4A End Treatment | EACH |
5.00 | 0085 | $1182.500000 | $-5,616.87 | ||||||
8032-1-0A |
Guardrail | LF |
932.50 | 0085 | $9.510000 | $-8,424.67 | ||||||
8032-1-0A |
Guardrail | LF |
4,680.00 | 0090 | $9.510000 | $-42,281.46 | ||||||
8032-1-0A |
Guardrail | LF |
25.00 | 0091 | $9.510000 | $-225.86 | ||||||
8024-1-0A |
Type 4A End Treatment | EACH |
23.00 | 0092 | $1182.500000 | $-25,837.62 | ||||||
8032-1-0A |
Guardrail | LF |
9,084.25 | 0092 | $9.510000 | $-82,071.66 | ||||||
8035-10C |
SIP Decking (Sta. 868+48 | SQFT |
0.00 | 0064 | $266.245545 | $-1,652.85 | ||||||
8035-11C |
SIP Decking (Sta. 868+48 | SQFT |
0.00 | 0064 | $263.452062 | $-5,110.97 | ||||||
8024-10C |
Type 4A End Treatment | EACH |
0.00 | 0093 | $1123.374902 | $-12,357.14 | ||||||
8042-11C |
SIP Forms (Sta. 905+92) | SQFT |
0.00 | 0093 | $264.832206 | $-3,914.22 | ||||||
| SUBTOT | $0.11 |
|||||||||||