|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051010 | Estimate Number | 0061 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07380) Campbell, Harry B., P.E. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | ADDR SN 0 VC Code VC0000093326 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 10/16/2009 TO 06/27/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE08704600510 | ||||||
| Project No. | FD04 087 0460 007-009 | ||||||
| Primary County | MONTGOMERY | ||||||
| Name of Road | MT.STERLING-PARIS ROAD (US 460) | ||||||
| Description | WIDEN TO 5 LANES FROM KY686 TO NORTH OF I-64 INTERCHANGE IN MT. STERLING | ||||||
| Date Let | 10/21/2005 | Formal Acceptance | 02/27/2009 | ||||
| Date Awarded | 10/27/2005 | Date Work Began | 11/22/2005 | ||||
| Date Contract Executed | 11/04/2005 | Open To Traffic | 10/19/2007 | ||||
| Date NTP Issued | 11/03/2005 | Actual Completion Date | 10/19/2007 | ||||
| Current Contract Amount | $8,694,916.62 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,073,718.69 |
Total Earnings | $8,552,682.96 |
$8,523,621.21 |
$29,061.75 |
|
| Percent Complete | 98.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $142,233.66 |
Gross Earnings | $8,552,682.96 |
$8,523,621.21 |
$29,061.75 |
|
| Total Change Orders | $621,197.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,552,682.96 |
$8,523,621.21 |
$29,061.75 |
|||
| Contract Id | 051010 | Change Order Summary |
County | MONTGOMERY | ||||||
| Estimate Nbr | 0061 | Project Number | FD04 087 0460 007-009 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 10/16/2009 TO 06/27/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Changes Encountered During Bridge Construction | Approved | 05/23/2006 | $211,434.71 | 16.0 | |||||
| 002 | Delay Costs | Approved | 08/25/2006 | $145,755.45 | 34.0 | |||||
| 003 | Revision No. 1 | Approved | 09/22/2006 | $12,600.00 | 0.0 | |||||
| 004 | Traffic Bound Base and L&W | Approved | 09/25/2006 | $129,792.00 | 0.0 | |||||
| 005 | Temporary Striping & Additional Clearing & Grubbing | Approved | 05/14/2007 | $5,860.00 | 0.0 | |||||
| 006 | Time Adjustment, Turn Lane, Striping | Approved | 01/09/2008 | $115,816.49 | 58.0 | |||||
| 007 | Repairs to Highmast Lighting | Approved | 07/01/2008 | $-55.69 | 0.0 | |||||
| 008 | Storm Sewer Pipe Cleaning and Traffic Control | Approved | 09/11/2008 | $-5.03 | 0.0 | |||||
| 009 | Fuel and Asphalt Adjustment Override | Approved | 07/28/2008 | $0.00 | 0.0 | |||||
| 010 | Lot Pay Override | Approved | 12/10/2008 | $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 |
||
| Contract Id | 051010 | COMMONWEALTH OF KENTUCKY |
County | MONTGOMERY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE08704600510 | |||||||
| Estimate Nbr | 0061 | Period | 10/16/2009 TO 06/27/2011 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | DGA BASE | 00001 | TON | 39,505.00 | 40,705.000 | 42,829.460 | 42,829.460 | 19.85 | 850,164.78 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 7,480.00 | 7,480.000 | 7,097.160 | 7,097.160 | 40.40 | 286,725.26 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 78.00 | 78.000 | 51.350 | 51.350 | 80.00 | 4,108.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 131.00 | 131.000 | 163.810 | 163.810 | 85.00 | 13,923.85 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,812.00 | 3,812.000 | 3,934.490 | 3,934.490 | 53.85 | 211,872.28 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,219.00 | 20,439.000 | 19,053.460 | 19,053.460 | 53.35 | 1,016,502.09 | |||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,625.00 | 7,795.000 | 8,553.860 | 8,553.860 | 61.85 | 529,056.24 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 16.00 | 16.000 | 19.660 | 19.660 | 550.00 | 10,813.00 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,479.00 | 1,479.000 | 1,835.140 | 1,835.140 | 61.40 | 112,677.59 | |||
| 0100 | ASPHALT CURING SEAL | 00358 | TON | 41.00 | 41.000 | 34.490 | 34.490 | 450.00 | 15,520.50 | |||
| 0110 | CULVERT PIPE-15 INCH | 00461 | LF | 14.00 | 14.000 | 57.000 | 57.000 | 100.00 | 5,700.00 | |||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 233.00 | 233.000 | 386.000 | 386.000 | 60.00 | 23,160.00 | |||
| 0130 | CULVERT PIPE-36 INCH | 00468 | LF | 14.00 | 14.000 | 14.000 | 14.000 | 130.00 | 1,820.00 | |||
| 0140 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 122.00 | 122.000 | 142.000 | 142.000 | 60.00 | 8,520.00 | |||
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | LF | 336.00 | 211.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | LF | 540.00 | 540.000 | 432.000 | 432.000 | 55.00 | 23,760.00 | |||
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | LF | 5.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | LF | 115.00 | 60.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | LF | 37.00 | 0.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0200 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 280.00 | 280.000 | 142.000 | 142.000 | 75.00 | 10,650.00 | |||
| 0210 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 17,319.00 | 17,319.000 | 9,719.000 | 9,719.000 | 7.20 | 69,976.80 | |||
| 0230 | PERFORATED PIPE-6 INCH | 01001 | LF | 37.00 | 37.000 | 940.000 | 940.000 | 15.00 | 14,100.00 | |||
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 634.00 | 634.000 | 654.000 | 654.000 | 18.00 | 11,772.00 | |||
| 0250 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 16.00 | 16.000 | 10.000 | 10.000 | 10.00 | 100.00 | |||
| 0260 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | |||
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 30.00 | 30.000 | 6.000 | 6.000 | 475.00 | 2,850.00 | |||
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 475.00 | 4,750.00 | |||
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 525.00 | 2,625.00 | |||
| 0300 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0310 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 24.00 | 24.000 | 15.000 | 15.000 | 525.00 | 7,875.00 | |||
| 0320 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0330 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0350 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0360 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0370 | CURB BOX INLET TYPE A | 01456 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0390 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0400 | JUNCTION BOX-18 INCH | 01642 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0410 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0420 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0430 | STANDARD CURB AND GUTTER | 01810 | LF | 400.00 | 400.000 | 27.000 | 27.000 | 25.00 | 675.00 | |||
| 0440 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 25.000 | 25.000 | 50.00 | 1,250.00 | |||
| 0450 | STANDARD HEADER CURB | 01875 | LF | 1,254.00 | 1,254.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0460 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 855.00 | 855.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0470 | CONC MEDIAN BARRIER TYPE 12B2 | 01953 | LF | 449.00 | 449.000 | 449.000 | 449.000 | 100.00 | 44,900.00 | |||
| 0480 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 41.00 | 141.000 | 20.000 | 20.000 | 10.00 | 200.00 | |||
| 0490 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 120.00 | 120.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 0500 | INSTALL TEMP CONC MED BARR TY 9T | 01992 | LF | 1,580.00 | 2,780.000 | 2,400.000 | 2,400.000 | 32.00 | 76,800.00 | |||
| 0510 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 15.000 | 15.000 | 200.00 | 3,000.00 | |||
| 0520 | REMOVE PAVEMENT | 02091 | SQYD | 3,935.00 | 3,935.000 | 3,935.000 | 3,935.000 | 2.50 | 9,837.50 | |||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 68,122.00 | 69,334.000 | 74,768.000 | 74,768.000 | 9.40 | 702,819.20 | |||
| 0540 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,448.00 | 7,448.000 | 9,224.930 | 9,224.930 | 14.00 | 129,149.02 | |||
| 0550 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0560 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 453.00 | 453.000 | 1,314.000 | 1,314.000 | 4.05 | 5,321.70 | |||
| 0570 | REMOVE FENCE | 02265 | LF | 331.00 | 331.000 | 331.000 | 331.000 | 1.48 | 489.88 | |||
| 0580 | REMOVE & REPLACE FENCE | 02268 | LF | 7,671.00 | 7,671.000 | 5,029.000 | 5,029.000 | 4.91 | 24,692.39 | |||
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,800.00 | 3,800.000 | 4,637.500 | 4,637.500 | 13.70 | 63,533.75 | |||
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,715.00 | 3,430.00 | |||
| 0610 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 416.00 | 3,744.00 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 428.75 | 428.75 | |||
| 0630 | REMOVE GUARDRAIL | 02381 | LF | 2,200.00 | 2,200.000 | 5,012.500 | 5,012.500 | 1.20 | 6,015.00 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,597.00 | 6,388.00 | |||
| 0650 | CHANNEL LINING CLASS II | 02483 | TON | 2,452.00 | 2,452.000 | 1,624.760 | 1,624.760 | 20.00 | 32,495.20 | |||
| 0660 | CHANNEL LINING CLASS III | 02484 | TON | 2,968.00 | 2,968.000 | 2,328.380 | 2,328.380 | 20.00 | 46,567.60 | |||
| 0670 | CLEARING AND GRUBBING 28 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0675 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0680 | SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 808.000 | 808.000 | 8.50 | 6,868.00 | |||
| 0690 | EDGE KEY | 02585 | LF | 291.00 | 291.000 | 268.000 | 268.000 | 85.00 | 22,780.00 | |||
| 0700 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 4,975.00 | 4,975.000 | 3,799.000 | 3,799.000 | 2.00 | 7,598.00 | |||
| 0710 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,478.00 | 2,478.000 | 1,500.000 | 1,500.000 | 2.00 | 3,000.00 | |||
| 0720 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 70,639.00 | 70,639.000 | 53,134.280 | 53,134.280 | 2.25 | 119,552.13 | |||
| 0730 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 117,000.00 | 117,000.00 | |||
| 0740 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 450.00 | 450.000 | 384.550 | 384.550 | 65.00 | 24,995.75 | |||
| 0750 | TEMPORARY SILT FENCE | 02701 | LF | 9,850.00 | 9,850.000 | 3,124.000 | 3,124.000 | 2.00 | 6,248.00 | |||
| 0760 | SAND FOR BLOTTER | 02702 | TON | 61.00 | 61.000 | 222.420 | 222.420 | 45.00 | 10,008.90 | |||
| 0770 | SILT TRAP TYPE B TY II | 02704 | EACH | 60.00 | 60.000 | 66.000 | 66.000 | 200.00 | 13,200.00 | |||
| 0771 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,440.00 | 1,440.000 | 18.000 | 18.000 | 5.00 | 90.00 | |||
| 0790 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 23,640.00 | 23,640.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0800 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 70.00 | 70.000 | 80.000 | 80.000 | 60.00 | 4,800.00 | |||
| 0810 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0820 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0830 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0840 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0850 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,912.75 | 9,825.50 | |||
| 0860 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,178.00 | 9,178.000 | 12,801.600 | 12,801.600 | 1.10 | 14,081.76 | |||
| 0861 | TEMPORARY MULCH | 05952 | SQYD | 83,568.00 | 83,568.000 | 15,514.000 | 15,514.000 | 0.12 | 1,861.68 | |||
| 0870 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 83,568.00 | 83,568.000 | 41,834.000 | 41,834.000 | 0.16 | 6,693.44 | |||
| 0880 | TOPDRESSING FERTILIZER | 05966 | TON | 4.30 | 4.300 | 4.300 | 4.300 | 403.00 | 1,732.90 | |||
| 0890 | SEEDING AND PROTECTION | 05985 | SQYD | 65,768.00 | 65,768.000 | 107,175.420 | 107,175.420 | 0.22 | 23,578.59 | |||
| 0900 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 17,800.00 | 17,800.000 | 17,992.600 | 17,992.600 | 0.17 | 3,058.74 | |||
| 0910 | SODDING | 05990 | SQYD | 1,064.00 | 1,064.000 | 1,100.000 | 1,100.000 | 3.40 | 3,740.00 | |||
| 0920 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 89.00 | 89.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0930 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,700.00 | 26,700.000 | 39,426.000 | 39,426.000 | 0.17 | 6,702.42 | |||
| 0940 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 30,775.00 | 30,775.000 | 26,739.000 | 26,739.000 | 0.21 | 5,615.19 | |||
| 0950 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 14,173.00 | 14,173.000 | 20,601.000 | 20,601.000 | 0.17 | 3,502.17 | |||
| 0960 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 9,249.00 | 9,249.000 | 10,290.000 | 10,290.000 | 0.65 | 6,688.50 | |||
| 0970 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 4,101.00 | 4,101.000 | 3,768.000 | 3,768.000 | 0.63 | 2,373.84 | |||
| 0980 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 3,578.00 | 3,578.000 | 2,864.000 | 2,864.000 | 7.00 | 20,048.00 | |||
| 0990 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 903.00 | 903.000 | 728.000 | 728.000 | 7.75 | 5,642.00 | |||
| 1000 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 4,848.00 | 4,848.000 | 1,738.000 | 1,738.000 | 1.75 | 3,041.50 | |||
| 1010 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,752.00 | 1,752.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1020 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
| 1030 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 71.00 | 71.000 | 58.000 | 58.000 | 90.00 | 5,220.00 | |||
| 1040 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 1050 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 130.00 | 130.000 | 215.000 | 215.000 | 27.50 | 5,912.50 | |||
| 1060 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 103.00 | 103.000 | 337.000 | 337.000 | 27.50 | 9,267.50 | |||
| 1080 | CONCRETE-CLASS A | 08100 | CUYD | 18.71 | 18.710 | 34.940 | 34.940 | 975.00 | 34,066.50 | |||
| 1090 | STEEL REINFORCEMENT | 08150 | LB | 720.00 | 720.000 | 819.000 | 819.000 | 1.25 | 1,023.75 | |||
| 1101 | TEMPORARY DITCH | 02159 | LF | 10,840.00 | 10,840.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1120 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 3,673.00 | 3,748.000 | 4,364.540 | 4,364.540 | 75.70 | 330,395.67 | |||
| 1121 | SILT TRAP TYPE C | 20496NS843 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1122 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 72.00 | 72.000 | 12.000 | 12.000 | 5.00 | 60.00 | |||
| 1130 | SAW CUT PAVE LONGITUDINAL AND MILLING | 20567ED | LF | 4,553.00 | 4,553.000 | 4,791.000 | 4,791.000 | 3.00 | 14,373.00 | |||
| 1760 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8000 | REMOVE AND RELAY PIPE | 01312 | LF | 0.00 | 175.000 | 20.000 | 20.000 | 33.00 | 660.00 | |||
| 8001 | CULVERT PIPE-15 INCH EQUIV | 00490 | LF | 0.00 | 175.000 | 120.000 | 120.000 | 57.00 | 6,840.00 | |||
| 8002 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 0.00 | 500.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8003 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 8004 | LANE CLOSURE | 02653 | EACH | 0.00 | 4.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 8011 | EW~ 3 " Force Main Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,320.82 | 1,320.82 | |||
| 8012 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 8,250.00 | 16,500.00 | |||
| 8013 | DROP BOX INLET TYPE 2 MODIFIED /w apron | 01494 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 7,097.07 | 14,194.14 | |||
| 8014 | STANDARD BARRIER MEDIAN TYPE 2 Revised Price | 01917 | SQYD | 0.00 | 227.000 | 227.000 | 227.000 | 161.44 | 36,648.82 | |||
| 8015 | STANDARD HEADER CURB Revised Price | 01875 | LF | 0.00 | 371.000 | 435.000 | 435.000 | 52.97 | 23,043.11 | |||
| 8016 | CURB BOX INLET TYPE A Revised Price | 01456 | EACH | 0.00 | 4.000 | 1.000 | 1.000 | 5,632.06 | 5,632.06 | |||
| 8017 | STORM SEWER PIPE-30 INCH EQUIV | 00556 | LF | 0.00 | 84.000 | 84.000 | 84.000 | 150.00 | 12,600.00 | |||
| 8018 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 3,500.000 | 671.250 | 671.250 | 18.00 | 12,082.50 | |||
| 8019 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 800.000 | 560.000 | 560.000 | 83.49 | 46,754.40 | |||
| 8020 | CLEARING AND GRUBBING Additional Work | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8021 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 1,000.000 | 698.000 | 698.000 | 1.43 | 998.14 | |||
| 8022 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 1,000.000 | 655.000 | 655.000 | 1.43 | 936.65 | |||
| 8023 | METAL END SECTION TY 2-18 INCH | 01381 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 8024 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 0.00 | 1,200.000 | 815.000 | 815.000 | 2.95 | 2,404.25 | |||
| 8025 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 0.00 | 1,200.000 | 1,093.000 | 1,093.000 | 2.95 | 3,224.35 | |||
| 8026 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 0.00 | 340.000 | 308.590 | 308.590 | 12.63 | 3,897.49 | |||
| 8027 | GMSS GALV STEEL TYPE A | 06400 | LB | 0.00 | 1,800.000 | 1,617.000 | 1,617.000 | 2.07 | 3,347.19 | |||
| 8028 | GMSS GALV STEEL TYPE C | 20815ED | LB | 0.00 | 7,050.000 | 6,402.000 | 6,402.000 | 5.83 | 37,323.66 | |||
| 8029 | STAKING Turning Lane | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8033 | CLEAN OUT PIPE STORM SYSTEM | 20464EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,444.97 | 4,444.97 | |||
| 8034 | MAINTAIN & CONTROL TRAFFIC FOR RETAINING WALL REMOVAL | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,425.00 | 2,425.00 | |||
| 8035 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 170,584.910 | 170,584.910 | 1.00 | 170,584.91 | |||
| 8036 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -49,855.390 | -49,855.390 | 1.00 | -49,855.39 | |||
| 8037 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 25,974.230 | 25,974.230 | 1.00 | 25,974.23 | |||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0002 BRIDGE | |||||||
| 1140 | GRANULAR EMBANKMENT | 02223 | CUYD | 144.50 | 144.500 | 287.700 | 287.700 | 30.00 | 8,631.00 | |||
| 1150 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 497.80 | 765.800 | 546.300 | 546.300 | 30.00 | 16,389.00 | |||
| 1160 | MASONRY COATING | 02998 | SQYD | 1,608.80 | 1,840.400 | 2,791.300 | 2,791.300 | 11.00 | 30,704.30 | |||
| 1170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 224.70 | 224.700 | 224.700 | 224.700 | 50.00 | 11,235.00 | |||
| 1180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 298.50 | 872.400 | 1,086.330 | 1,086.330 | 25.00 | 27,158.25 | |||
| 1190 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1200 | REINF CONC SLOPE WALL-6 INCH | 08016 | SQYD | 567.00 | 484.300 | 576.700 | 576.700 | 125.00 | 72,087.50 | |||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 711.20 | 834.700 | 834.700 | 834.700 | 360.00 | 300,492.00 | |||
| 1220 | CONCRETE-CLASS AA | 08104 | CUYD | 818.70 | 818.700 | 818.700 | 818.700 | 430.00 | 352,041.00 | |||
| 1230 | STEEL REINFORCEMENT | 08150 | LB | 76,627.00 | 94,607.000 | 94,607.000 | 94,607.000 | 0.75 | 70,955.25 | |||
| 1240 | STEEL REINF-EPOXY COATED | 08151 | LB | 224,812.00 | 224,812.000 | 224,812.000 | 224,812.000 | 0.85 | 191,090.20 | |||
| 1250 | STRUCTURAL STEEL 17600 LB | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1260 | ELECTRICAL CONDUIT 2630 LF | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1270 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,630.30 | 2,630.300 | 2,630.300 | 2,630.300 | 190.00 | 499,757.00 | |||
| 8005 | REIMBURSEMENT Abutment No. 2 Re-design Cost | 10299N | DOLL | 0.00 | 9,556.000 | 9,556.000 | 9,556.000 | 1.00 | 9,556.00 | |||
| 8006 | STEEL REINFORCEMENT Steel Reinforcement Deleted From Abutment No. 2 | 08150 | LB | 0.00 | 10,186.600 | 10,186.600 | 10,186.600 | 0.44 | 4,493.30 | |||
| 8007 | MASS CONCRETE Pier and Abutment Footers | 10040ES | CUYD | 0.00 | 160.000 | 105.650 | 105.650 | 165.00 | 17,432.25 | |||
| 8008 | EW~ Abutment # 2 Re-design Delay Cost | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,146.20 | 14,146.20 | |||
| 8009 | EW~ Cost of Forming Pier Footers | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,167.48 | 11,167.48 | |||
| 8010 | EW~ Cost for Forming Abutment #2 Footer | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,693.93 | 16,693.93 | |||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0003 SIGNALIZATION | |||||||
| 1280 | CONDUIT-1 1/4 INCH | 04793 | LF | 461.00 | 461.000 | 210.000 | 210.000 | 6.00 | 1,260.00 | |||
| 1290 | CONDUIT-2 INCH | 04795 | LF | 160.00 | 160.000 | 240.000 | 240.000 | 15.00 | 3,600.00 | |||
| 1300 | JUNCTION BOX TYPE B | 04811 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 350.00 | 5,250.00 | |||
| 1310 | TRENCHING AND BACKFILLING | 04820 | LF | 621.00 | 621.000 | 230.000 | 230.000 | 3.50 | 805.00 | |||
| 1320 | LOOP WIRE | 04830 | LF | 6,821.00 | 6,821.000 | 9,265.000 | 9,265.000 | 0.50 | 4,632.50 | |||
| 1330 | CABLE-NO. 14/5C | 04844 | LF | 4,266.00 | 4,266.000 | 3,463.000 | 3,463.000 | 1.00 | 3,463.00 | |||
| 1340 | CABLE-NO. 14/1 PAIR | 04850 | LF | 6,058.00 | 6,058.000 | 6,065.000 | 6,065.000 | 1.00 | 6,065.00 | |||
| 1350 | MESSENGER-10800 LB | 04885 | LF | 1,429.00 | 1,429.000 | 1,575.000 | 1,575.000 | 4.00 | 6,300.00 | |||
| 1360 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,608.00 | 2,608.000 | 3,195.000 | 3,195.000 | 13.50 | 43,132.50 | |||
| 1370 | PEDESTRIAN DETECTOR | 04900 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 1380 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 1390 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 3,500.00 | 42,000.00 | |||
| 1400 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1410 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 1420 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 15.00 | 15.000 | 16.000 | 16.000 | 350.00 | 5,600.00 | |||
| 1430 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 200.00 | 3,800.00 | |||
| 1440 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1441 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1450 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1460 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0004 LIGHTING | |||||||
| 1470 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 24,000.00 | 144,000.00 | |||
| 1480 | POLE BASE-HIGH MAST | 04742 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 6,000.00 | 36,000.00 | |||
| 1490 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 1500 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 800.00 | 25,600.00 | |||
| 1510 | CONDUIT-3 1/2 INCH | 04798 | LF | 905.00 | 905.000 | 900.000 | 900.000 | 40.00 | 36,000.00 | |||
| 1520 | MARKER | 04800 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 1530 | TRENCHING AND BACKFILLING | 04820 | LF | 4,880.00 | 4,880.000 | 4,850.000 | 4,850.000 | 5.00 | 24,250.00 | |||
| 1540 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,700.00 | 1,700.000 | 1,645.000 | 1,645.000 | 3.00 | 4,935.00 | |||
| 1550 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 4,850.00 | 4,850.000 | 4,900.000 | 4,900.000 | 4.00 | 19,600.00 | |||
| 1560 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1570 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 1580 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1590 | MAINTAIN EXIST LIGHTING OR EQUIVALENT | 20393ES835 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8030 | AC POWER CIRCUIT BREAKER BOX GE 20A/480V/29 and Holophane EC-866 | 22558NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,149.31 | 4,149.31 | |||
| 8031 | CABLE-NO. 8/3C DUCTED LIGHTING REPAIR | 04860 | LF | 0.00 | 500.000 | 771.000 | 771.000 | 3.32 | 2,559.72 | |||
| 8032 | TRENCHING AND BACKFILLING LIGHTING REPAIR | 04820 | LF | 0.00 | 500.000 | 750.000 | 750.000 | 5.00 | 3,750.00 | |||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0005 SIGNING | |||||||
| 1600 | OSS GALV STEEL CANTILEVER MOD | 06201 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,285.00 | 22,570.00 | |||
| 1610 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 711.00 | 1,723.000 | 920.000 | 920.000 | 14.42 | 13,266.40 | |||
| 1620 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 83.00 | 293.000 | 188.250 | 188.250 | 11.50 | 2,164.87 | |||
| 1650 | STEEL POST TYPE 2 | 06411 | LF | 1,141.00 | 1,141.000 | 1,181.000 | 1,181.000 | 3.46 | 4,086.26 | |||
| 1660 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 40.00 | 40.000 | 43.000 | 43.000 | 24.40 | 1,049.20 | |||
| 1670 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 30.00 | 30.000 | 25.000 | 25.000 | 24.40 | 610.00 | |||
| 1680 | GMSS GALV STEEL TYPE B | 06440 | LB | 11,965.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 1700 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 125.00 | 2,500.00 | |||
| 1710 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 61.20 | 61.200 | 67.620 | 67.620 | 275.00 | 18,595.50 | |||
| 1720 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 2,788.00 | 2,788.000 | 4,649.000 | 4,649.000 | 1.21 | 5,625.29 | |||
| 1730 | ROADWAY CROSS SECTION | 20419ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | Category | 0006 DEMOBILIZATION | |||||||
| 1740 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,700.00 | 207,700.00 | |||
| 1750 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 116,247.00 | 29,061.75 | 116,247.00 | |
| SUBTOT | $29,061.75 |
$8,552,682.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1250-1-0I |
STRUCTURAL STEEL |
|
0003 | $ | $5,032.68 | |||||||
1230-2-0I |
STEEL REINFORCEMENT | LB |
14,362.00 | 0005 | $0.369200 | $0.00 | ||||||
1230-1-0I |
Added Steel for Abutment 2 | LB |
5,565.00 | 0005 | $0.371580 | $2,067.84 | ||||||
1240-1-0I |
STEEL REINF-EPOXY COATED | LB |
240.00 | 0005 | $0.424450 | $101.86 | ||||||
1230-3-0I |
STEEL REINFORCEMENT | LB |
14,362.00 | 0006 | $0.369200 | $5,302.45 | ||||||
1230-5-0I |
STEEL REINFORCEMENT | LB |
9,639.00 | 0007 | $0.367300 | $3,540.40 | ||||||
1230-4-0I |
STEEL REINFORCEMENT | LB |
12,132.00 | 0007 | $0.371580 | $4,508.00 | ||||||
0700-1-0I |
FABRIC-GEOTEXTILE TYPE I | SQYD |
4,975.00 | 0009 | $0.650000 | $3,233.75 | ||||||
0710-1-0I |
FABRIC-GEOTEXTILE TYPE III | SQYD |
2,478.00 | 0009 | $0.450000 | $0.00 | ||||||
0720-1-0I |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
37,500.00 | 0009 | $0.600000 | $0.00 | ||||||
0120-1-0I |
CULVERT PIPE-18 INCH | LF |
200.00 | 0010 | $34.664400 | $6,932.88 | ||||||
0710-1-1I |
FABRIC-GEOTEXTILE TYPE III | SQYD |
2,478.00 | 0010 | $0.450000 | $1,115.10 | ||||||
0720-1-1I |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
37,500.00 | 0010 | $0.600000 | $22,500.00 | ||||||
1240-3-0I |
STEEL REINF-EPOXY COATED | LB |
39,329.00 | 0010 | $0.424440 | $16,692.80 | ||||||
1240-2-0I |
STEEL REINF-EPOXY COATED | LB |
41,873.00 | 0010 | $0.424450 | $17,772.99 | ||||||
1270-1-0I |
PRECAST PC I BEAM TYPE 4 | LF |
101.16 | 0010 | $134.351500 | $13,590.99 | ||||||
1270-2-0I |
PRECAST PC I BEAM TYPE 4 | LF |
1,517.50 | 0012 | $134.353930 | $203,882.08 | ||||||
0120-2-0I |
Various Pipe Material Incl. Pipe | LF |
30.00 | 0020 | $256.160000 | $7,684.80 | ||||||
0720-2-0I |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
17,500.00 | 0024 | $0.604200 | $10,573.50 | ||||||
1470-1-0I |
POLE 120 FT MTG HT HIGH MAST | EACH |
6.00 | 0024 | $11646.561420 | $69,879.36 | ||||||
8006-2-0I |
STEEL REINFORCEMENT | LB |
15,751.00 | 0024 | $0.372710 | $5,870.55 | ||||||
8006-1-0I |
STEEL REINFORCEMENT | LB |
2,052.00 | 0024 | $0.371580 | $762.48 | ||||||
0150-1-0I |
Various bands 17" x 13" | LF |
1.00 | 0026 | $1479.390000 | $1,479.39 | ||||||
1230-6-0I |
STEEL REINFORCEMENT | LB |
39,537.00 | 0026 | $0.371580 | $14,691.15 | ||||||
1220-2-0I |
CONCRETE-CLASS AA | CUYD |
800.00 | 0033 | $35.114000 | $28,091.20 | ||||||
1220-1-0I |
CONCRETE-CLASS AA | CUYD |
800.00 | 0033 | $35.114090 | $0.00 | ||||||
1240-5-0I |
STEEL REINF-EPOXY COATED | LB |
144,180.00 | 0033 | $0.424450 | $61,197.20 | ||||||
1240-4-0I |
STEEL REINF-EPOXY COATED | LB |
144,180.00 | 0033 | $0.424450 | $0.00 | ||||||
1230-2-0A |
STEEL REINFORCEMENT | LB |
7,910.16 | 0006 | $0.369200 | $0.00 | ||||||
1230-1-0A |
Added Steel for Abutment 2 | LB |
5,565.00 | 0006 | $0.371580 | $-2,067.84 | ||||||
1230-3-0A |
STEEL REINFORCEMENT | LB |
7,910.16 | 0006 | $0.369200 | $-2,920.43 | ||||||
1230-5-0A |
STEEL REINFORCEMENT | LB |
8,535.86 | 0007 | $0.367300 | $-3,135.22 | ||||||
1230-4-0A |
STEEL REINFORCEMENT | LB |
8,535.86 | 0007 | $0.371580 | $-3,171.75 | ||||||
1230-3-0A |
STEEL REINFORCEMENT | LB |
6,451.84 | 0007 | $0.369200 | $-2,382.02 | ||||||
1230-2-0A |
STEEL REINFORCEMENT | LB |
6,451.84 | 0007 | $0.369200 | $0.00 | ||||||
1230-5-0A |
STEEL REINFORCEMENT | LB |
1,103.14 | 0008 | $0.367300 | $-405.18 | ||||||
1230-4-0A |
STEEL REINFORCEMENT | LB |
3,596.14 | 0008 | $0.371580 | $-1,336.25 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
327.18 | 0009 | $0.600000 | $0.00 | ||||||
1240-2-0A |
STEEL REINF-EPOXY COATED | LB |
41,873.00 | 0011 | $0.424450 | $-17,772.99 | ||||||
1240-3-0A |
STEEL REINF-EPOXY COATED | LB |
39,329.00 | 0011 | $0.424440 | $-16,692.80 | ||||||
1240-1-0A |
STEEL REINF-EPOXY COATED | LB |
240.00 | 0011 | $0.424450 | $-101.86 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
156.00 | 0012 | $0.600000 | $0.00 | ||||||
0120-1-0A |
CULVERT PIPE-18 INCH | LF |
48.00 | 0016 | $34.664400 | $-1,663.89 | ||||||
0710-1-0A |
FABRIC-GEOTEXTILE TYPE III | SQYD |
1,500.00 | 0016 | $0.450000 | $0.00 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
9,403.80 | 0016 | $0.600000 | $0.00 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
2,824.00 | 0017 | $0.600000 | $0.00 | ||||||
0700-1-0A |
FABRIC-GEOTEXTILE TYPE I | SQYD |
328.00 | 0018 | $0.650000 | $-213.20 | ||||||
0700-1-0A |
FABRIC-GEOTEXTILE TYPE I | SQYD |
933.00 | 0020 | $0.650000 | $-606.45 | ||||||
0700-1-0A |
FABRIC-GEOTEXTILE TYPE I | SQYD |
383.00 | 0021 | $0.650000 | $-248.95 | ||||||
0120-2-0A |
Various Pipe Material Incl. Pipe | LF |
30.00 | 0022 | $256.160000 | $-7,684.80 | ||||||
0120-1-0A |
CULVERT PIPE-18 INCH | LF |
39.00 | 0022 | $34.664400 | $-1,351.91 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
6,725.00 | 0023 | $0.600000 | $0.00 | ||||||
0720-2-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
8,400.00 | 0024 | $0.604200 | $-5,075.28 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
8,400.00 | 0024 | $0.600000 | $0.00 | ||||||
1230-6-0A |
STEEL REINFORCEMENT | LB |
4,938.40 | 0027 | $0.371580 | $-1,835.01 | ||||||
1230-6-0A |
STEEL REINFORCEMENT | LB |
4,813.06 | 0028 | $0.371580 | $-1,788.44 | ||||||
1230-6-0A |
STEEL REINFORCEMENT | LB |
1,086.28 | 0029 | $0.371580 | $-403.64 | ||||||
0720-2-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
102.00 | 0030 | $0.604200 | $-61.63 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
102.00 | 0030 | $0.600000 | $0.00 | ||||||
1230-6-0A |
STEEL REINFORCEMENT | LB |
9,477.30 | 0030 | $0.371580 | $-3,521.57 | ||||||
1230-6-0A |
STEEL REINFORCEMENT | LB |
19,191.07 | 0031 | $0.371580 | $-7,131.01 | ||||||
1270-2-0A |
PRECAST PC I BEAM TYPE 4 | LF |
1,517.50 | 0032 | $134.353930 | $-203,882.08 | ||||||
1270-1-0A |
PRECAST PC I BEAM TYPE 4 | LF |
101.16 | 0032 | $134.351500 | $-13,590.99 | ||||||
0720-2-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
339.30 | 0033 | $0.604200 | $-205.01 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
339.30 | 0033 | $0.600000 | $0.00 | ||||||
0120-1-0A |
CULVERT PIPE-18 INCH | LF |
99.00 | 0034 | $34.664400 | $-3,431.78 | ||||||
0700-1-0A |
FABRIC-GEOTEXTILE TYPE I | SQYD |
1,633.00 | 0034 | $0.650000 | $-1,061.45 | ||||||
1220-2-0A |
CONCRETE-CLASS AA | CUYD |
60.00 | 0034 | $35.114000 | $-2,106.84 | ||||||
1220-1-0A |
CONCRETE-CLASS AA | CUYD |
60.00 | 0034 | $35.114090 | $0.00 | ||||||
1240-5-0A |
STEEL REINF-EPOXY COATED | LB |
16,476.00 | 0034 | $0.424450 | $-6,993.24 | ||||||
1240-4-0A |
STEEL REINF-EPOXY COATED | LB |
16,476.00 | 0034 | $0.424450 | $0.00 | ||||||
0720-2-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
2,806.00 | 0035 | $0.604200 | $-1,695.39 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
2,806.00 | 0035 | $0.600000 | $0.00 | ||||||
1220-2-0A |
CONCRETE-CLASS AA | CUYD |
478.23 | 0035 | $35.114000 | $-16,792.57 | ||||||
1220-1-0A |
CONCRETE-CLASS AA | CUYD |
478.23 | 0035 | $35.114090 | $0.00 | ||||||
1240-5-0A |
STEEL REINF-EPOXY COATED | LB |
127,704.00 | 0035 | $0.424450 | $-54,203.96 | ||||||
1240-4-0A |
STEEL REINF-EPOXY COATED | LB |
127,704.00 | 0035 | $0.424450 | $0.00 | ||||||
0720-2-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
5,852.70 | 0036 | $0.604200 | $-3,536.20 | ||||||
0720-1-1A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
4,850.28 | 0036 | $0.600000 | $-2,910.17 | ||||||
0720-1-0A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
6,416.72 | 0036 | $0.600000 | $0.00 | ||||||
1470-1-0A |
POLE 120 FT MTG HT HIGH MAST | EACH |
5.00 | 0036 | $11646.561420 | $-58,232.80 | ||||||
0720-1-1A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
800.00 | 0037 | $0.600000 | $-480.00 | ||||||
0120-1-0A |
CULVERT PIPE-18 INCH | LF |
14.00 | 0038 | $34.664400 | $-485.30 | ||||||
0720-1-1A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
7,149.00 | 0038 | $0.600000 | $-4,289.40 | ||||||
0720-1-1A |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
2,689.00 | 0039 | $0.600000 | $-1,613.40 | ||||||
1470-1-0A |
POLE 120 FT MTG HT HIGH MAST | EACH |
1.00 | 0039 | $11646.561420 | $-11,646.56 | ||||||
0700-1-0A |
FABRIC-GEOTEXTILE TYPE I | SQYD |
522.00 | 0040 | $0.650000 | $-339.30 | ||||||
0150-10C |
Various bands 17" x 13" | LF |
0.00 | 0040 | $1479.390000 | $-1,479.39 | ||||||
0710-10C |
FABRIC-GEOTEXTILE TYPE III | SQYD |
0.00 | 0040 | $0.000000 | $0.00 | ||||||
0710-11C |
FABRIC-GEOTEXTILE TYPE III | SQYD |
0.00 | 0040 | $0.450000 | $-1,115.10 | ||||||
0720-11C |
FABRIC-GEOTEXTILE TYPE IV | SQYD |
0.00 | 0040 | $0.600000 | $-13,207.03 | ||||||
1220-10C |
CONCRETE-CLASS AA | CUYD |
0.00 | 0040 | $0.000000 | $0.00 | ||||||
1220-20C |
CONCRETE-CLASS AA | CUYD |
0.00 | 0040 | $35.114000 | $-9,191.79 | ||||||
1230-60C |
STEEL REINFORCEMENT | LB |
0.00 | 0040 | $0.371580 | $-11.48 | ||||||
8006-10C |
STEEL REINFORCEMENT | LB |
0.00 | 0040 | $0.371579 | $-762.48 | ||||||
8006-20C |
STEEL REINFORCEMENT | LB |
0.00 | 0040 | $0.372710 | $-5,870.55 | ||||||
0700-10C |
FABRIC-GEOTEXTILE TYPE I | SQYD |
0.00 | 0045 | $0.650000 | $-764.40 | ||||||
1250-00C |
STRUCTURAL STEEL |
|
0.00 | 0045 | $0.000000 | $-5,032.67 | ||||||
| SUBTOT | $0.00 |
|||||||||||