|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/11/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091313 | Estimate Number | 0042 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | ADDR SN 1 VC Code VC0000094470 | |||||
| 1213 OUTER LOOP | |||||||
| LOUISVILLE , KY , 40219 | |||||||
| Pay Period | 09/21/2012 TO 04/22/2013 | ||||||
| Date Approved | 06/11/2013 | ||||||
| Primary Proj Number | DE056ONEW0913 | ||||||
| Project No. | ARRA 8723 (011) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | BLANKENBAKER PARKWAY EXTENSION (KY 913) | ||||||
| Description | EXTEND BLANKENBAKER ROAD FROM BLANKENBAKER ACCESS ROAD TO TAYLORSVILLE ROAD | ||||||
| Date Let | 12/11/2009 | Formal Acceptance | 06/08/2012 | ||||
| Date Awarded | 12/18/2009 | Date Work Began | 02/08/2010 | ||||
| Date Contract Executed | 01/13/2010 | Open To Traffic | 07/01/2011 | ||||
| Date NTP Issued | 01/13/2010 | Actual Completion Date | 07/01/2011 | ||||
| Current Contract Amount | $5,647,926.08 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,184,501.50 |
Total Earnings | $5,465,980.92 |
$5,354,758.98 |
$111,221.94 |
|
| Percent Complete | 96.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $181,945.16 |
Gross Earnings | $5,465,980.92 |
$5,354,758.98 |
$111,221.94 |
|
| Total Change Orders | $463,424.58 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,465,980.92 |
$5,354,758.98 |
$111,221.94 |
|||
| Contract Id | 091313 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0042 | Project Number | ARRA 8723 (011) | |||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | Period | 09/21/2012 TO 04/22/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Structure change from bridge to 3 Sided Culvert VE + wage | Approved | 10/25/2010 | $29,339.12 | -60.0 | |||||
| 002 | LG&E Items | Approved | 03/09/2011 | $145,945.00 | 0.0 | |||||
| 003 | Asphalt, curb, cost plus, LG&E Rock Removal. | Approved | 08/27/2012 | $288,140.46 | 55.0 | |||||
| 004 | Liquidated Damages Override | Approved | 06/08/2011 | $0.00 | 0.0 | |||||
| 006 | Non Spec Material Override | Approved | 12/21/2012 | $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 | 091313 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE056ONEW0913 | ||||||
| Estimate Nbr | 0042 | Period | 09/21/2012 TO 04/22/2013 | |||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | |||||||||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 1000 PAVING | |||||||
| 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 | |
| 1000 | DGA BASE | 00001 | TON | 10,354.00 | 10,950.000 | -55.070 | 10,265.402 | 10,210.332 | 12.00 | -660.84 | 122,523.98 | |
| 1001 | CRUSHED STONE BASE | 00003 | TON | 905.00 | 0.000 | 0.000 | 0.000 | 12.75 | 0.00 | |||
| 1002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,513.00 | 0.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 1003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 15,263.00 | 1,110.000 | 0.000 | 0.000 | 46.31 | 0.00 | |||
| 1004 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,561.00 | 0.000 | 0.000 | 0.000 | 53.32 | 0.00 | |||
| 1005 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 572.00 | 0.000 | 0.000 | 0.000 | 59.04 | 0.00 | |||
| 1006 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 340.00 | 0.000 | 0.000 | 0.000 | 63.14 | 0.00 | |||
| 1007 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,567.00 | 0.000 | 0.000 | 0.000 | 57.47 | 0.00 | |||
| 1008 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 514.00 | 0.000 | 0.000 | 0.000 | 72.43 | 0.00 | |||
| 1009 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 15,763.00 | 15,763.000 | -0.107 | 6,274.267 | 6,274.160 | 1.25 | -0.13 | 7,842.70 | |
| 8003 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 0.00 | 5,513.000 | 0.010 | 3,402.050 | 3,402.060 | 13.25 | 0.13 | 45,077.29 | |
| 8004 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 15,830.000 | 16,462.380 | 16,462.380 | 47.00 | 773,731.86 | |||
| 8006 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 3,495.000 | 3,492.430 | 3,492.430 | 61.38 | 214,365.35 | |||
| 8008 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -3,137.080 | 0.000 | -3,137.080 | 1.00 | -3,137.08 | -3,137.08 | |
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 2000 ROADWAY | |||||||
| 2000 | PERFORATED PIPE-4 IN | 01000 | LF | 151.00 | 151.000 | 174.000 | 174.000 | 10.00 | 1,740.00 | |||
| 2001 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2002 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2003 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2004 | STANDARD CURB AND GUTTER | 01810 | LF | 8,409.00 | 0.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 2005 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 3,898.00 | 0.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 2006 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 2007 | REMOVE PAVEMENT | 02091 | SQYD | 284.60 | 284.600 | 208.600 | 208.600 | 5.00 | 1,043.00 | |||
| 2008 | TEMP DITCH | 02159 | LF | 6,727.00 | 6,727.000 | 1,166.000 | 1,166.000 | 2.00 | 2,332.00 | |||
| 2009 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,053.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2010 | EMBANKMENT IN PLACE | 02230 | CUYD | 58,960.00 | 66,013.000 | 66,013.000 | 66,013.000 | 5.20 | 343,267.60 | |||
| 2011 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 14.80 | 0.00 | |||
| 2012 | REMOVE & RESET FENCE | 02267 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 10.82 | 811.50 | |||
| 2013 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 2014 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,862.00 | 2,662.000 | 3,562.500 | 3,562.500 | 13.53 | 48,200.62 | |||
| 2015 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 1,643.00 | 0.000 | 37.500 | 37.500 | 31.00 | 1,162.50 | |||
| 2016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 36.70 | 367.00 | |||
| 2017 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 1,985.00 | 0.00 | |||
| 2018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,136.50 | 8,546.00 | |||
| 2019 | REMOVE GUARDRAIL | 02381 | LF | 447.40 | 447.400 | 447.400 | 447.400 | 1.65 | 738.21 | |||
| 2020 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 2.000 | 2.000 | 2.000 | 1,719.00 | 3,438.00 | |||
| 2021 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 2022 | CHANNEL LINING CLASS II | 02483 | TON | 14.60 | 14.600 | 305.940 | 48.550 | 354.490 | 31.00 | 9,484.14 | 10,989.19 | |
| 2023 | CHANNEL LINING CLASS III | 02484 | TON | 613.00 | 613.000 | 416.090 | 416.090 | 36.00 | 14,979.24 | |||
| 2024 | CLEARING AND GRUBBING (19.75 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,004.86 | 16,004.86 | |||
| 2025 | SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 4.000 | 568.000 | 572.000 | 4.00 | 16.00 | 2,288.00 | |
| 2026 | EDGE KEY | 02585 | LF | 386.30 | 386.300 | 448.000 | 448.000 | 25.00 | 11,200.00 | |||
| 2027 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 638.30 | 638.300 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 2028 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,580.00 | 1,580.000 | 510.890 | 510.890 | 1.25 | 638.61 | |||
| 2029 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 2030 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 2031 | TEMP SILT FENCE | 02701 | LF | 6,272.00 | 6,272.000 | 8,599.000 | 8,599.000 | 1.25 | 10,748.75 | |||
| 2032 | SILT TRAP TYPE A | 02703 | EACH | 22.00 | 22.000 | 8.000 | 8.000 | 90.00 | 720.00 | |||
| 2033 | SILT TRAP TYPE B | 02704 | EACH | 22.00 | 22.000 | 27.000 | 27.000 | 90.00 | 2,430.00 | |||
| 2034 | SILT TRAP TYPE C | 02705 | EACH | 42.00 | 42.000 | 18.000 | 18.000 | 90.00 | 1,620.00 | |||
| 2035 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 66.00 | 66.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 2036 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 66.00 | 66.000 | 21.000 | 21.000 | 25.00 | 525.00 | |||
| 2037 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 126.00 | 126.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2038 | CLEAN TEMP SILT FENCE | 02709 | LF | 20,181.00 | 20,181.000 | 3,347.000 | 3,347.000 | 0.25 | 836.75 | |||
| 2039 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,396.00 | 3,467.000 | 0.540 | 3,644.390 | 3,644.930 | 30.00 | 16.20 | 109,347.90 | |
| 2040 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 2041 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,190.20 | 8,190.200 | -603.650 | 32,221.220 | 31,617.570 | 0.96 | -579.50 | 30,352.86 | |
| 2042 | TEMP MULCH | 05952 | SQYD | 103,770.00 | 103,770.000 | 0.010 | 458.000 | 458.010 | 0.15 | 0.00 | 68.70 | |
| 2043 | TOPDRESSING FERTILIZER | 05966 | TON | 4.95 | 4.950 | 0.300 | 0.300 | 655.00 | 196.50 | |||
| 2044 | SEEDING AND PROTECTION | 05985 | SQYD | 95,590.00 | 95,701.000 | 0.810 | 77,174.840 | 77,175.650 | 0.28 | 0.22 | 21,609.18 | |
| 2045 | SODDING | 05990 | SQYD | 160.00 | 160.000 | 161.000 | 161.000 | 6.45 | 1,038.45 | |||
| 2046 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,240.00 | 9,240.000 | 9,110.000 | 9,110.000 | 0.16 | 1,457.60 | |||
| 2047 | PAVE STRIPING-PERM PAINT-4 IN (WHITE) | 06514 | LF | 12,628.00 | 12,628.000 | 17,969.000 | 17,969.000 | 0.18 | 3,234.42 | |||
| 2048 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | LF | 9,119.00 | 9,119.000 | 14,954.000 | 14,954.000 | 0.18 | 2,691.72 | |||
| 2049 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 55.00 | 55.000 | 68.000 | 68.000 | 4.00 | 272.00 | |||
| 2050 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 246.00 | 246.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 2051 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 156.00 | 156.000 | 161.000 | 161.000 | 2.75 | 442.75 | |||
| 2052 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 175.00 | 175.000 | 177.000 | 177.000 | 8.00 | 1,416.00 | |||
| 2053 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 2054 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 31.00 | 31.000 | 15.000 | 15.000 | 95.00 | 1,425.00 | |||
| 2055 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2056 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 195.00 | 390.00 | |||
| 2057 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 30.00 | 30.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 2058 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 29.00 | 29.000 | 68.000 | 68.000 | 55.00 | 3,740.00 | |||
| 2059 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 3,025.90 | 3,025.900 | 0.370 | 2,384.470 | 2,384.840 | 5.00 | 1.85 | 11,924.20 | |
| 2060 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,957.00 | 1,957.000 | 1,918.000 | 1,918.000 | 9.25 | 17,741.50 | |||
| 2061 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 150.00 | 150.000 | 231.000 | 231.000 | 15.00 | 3,465.00 | |||
| 2062 | SAWCUT PAVEMENT | 20550ND | LF | 2,940.00 | 2,940.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 2063 | FUEL ADJUSTMENT | 10020NS | DOLL | 50,819.00 | 50,819.000 | -404.380 | 42,840.160 | 42,435.780 | 1.00 | -404.38 | 42,435.78 | |
| 2064 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 50,151.00 | 50,151.000 | 36,854.180 | 36,854.180 | 1.00 | 36,854.18 | |||
| 2100 | WITNESS POST | 02432 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -30,875.000 | -30,875.000 | 1.00 | -30,875.00 | |||
| 8002 | VALUE ENGINEERING CHANGE BRIDGE TO 3-SIDED CULVERT LESS TIME | 10120NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 9,760.88 | 0.00 | |||
| 8005 | STANDARD CURB AND GUTTER MOD 12.25 IN THICK GUTTER PAN | 01811 | LF | 0.00 | 12,563.000 | 12,086.500 | 12,086.500 | 15.50 | 187,340.75 | |||
| 8007 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,985.00 | 3,970.00 | |||
| 8009 | CONCRETE BARRIER WALL MOD WITH SIDEWALK MOMENT SLAB | 02000 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 245.00 | 24,500.00 | |||
| 8011 | SPECIAL EXCAVATION REMOVAL OF UNSUITABLE MATERIAL | 02204 | CUYD | 0.00 | 14,790.000 | 14,790.000 | 14,790.000 | 12.00 | 177,480.00 | |||
| 8013 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 0.00 | 374.000 | 373.185 | 373.185 | 13.25 | 4,944.70 | |||
| 8014 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 750.000 | 750.000 | 750.000 | 7.00 | 5,250.00 | |||
| 8015 | COST PLUS WORK RAMBLIN CREEK WIDENING AND SHOULDER | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 24,661.00 | 24,661.00 | |||
| 8019 | COST PLUS WORK REWORK EXSISTING DITCH LINES TO DRAIN | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 8,023.45 | 8,023.45 | |||
| 8020 | COST PLUS WORK ADA COMPLIANCE REVISION | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 1,740.85 | 1,740.85 | |||
| 8022 | VALUE ENGINEERING CHANGE BRIDGE TO 3-SIDED CULVERT WITH FENCE | 10120NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,392.38 | 1,392.38 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 3000 DRAINAGE | |||||||
| 3000 | CULVERT PIPE-30 IN | 00466 | LF | 80.00 | 80.000 | 92.000 | 92.000 | 74.00 | 6,808.00 | |||
| 3001 | CULVERT PIPE-78 IN | 00475 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 225.00 | 8,100.00 | |||
| 3002 | STORM SEWER PIPE-15 IN | 00521 | LF | 333.00 | 333.000 | 331.500 | 331.500 | 37.00 | 12,265.50 | |||
| 3003 | STORM SEWER PIPE-18 IN | 00522 | LF | 919.50 | 919.500 | 931.000 | 931.000 | 39.00 | 36,309.00 | |||
| 3004 | STORM SEWER PIPE-24 IN | 00524 | LF | 540.50 | 540.500 | 734.000 | 734.000 | 51.00 | 37,434.00 | |||
| 3005 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,686.00 | 1,686.000 | 1,686.000 | 1,686.000 | 76.00 | 128,136.00 | |||
| 3006 | ENTRANCE PIPE-15 IN | 00440 | LF | 202.00 | 202.000 | 203.000 | 203.000 | 21.00 | 4,263.00 | |||
| 3007 | ENTRANCE PIPE-18 IN | 00441 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 23.00 | 1,288.00 | |||
| 3008 | ENTRANCE PIPE-30 IN | 00445 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 47.00 | 2,820.00 | |||
| 3009 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 13.00 | 11.000 | 11.000 | 11.000 | 650.00 | 7,150.00 | |||
| 3010 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 3011 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 3012 | DROP BOX INLET TYPE 3 | 01496 | EACH | 6.00 | 5.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 3014 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 3015 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 3016 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 2,600.00 | 49,400.00 | |||
| 3017 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 2,600.00 | 41,600.00 | |||
| 3018 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 3021 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 6,617.80 | 617.800 | 0.030 | 552.640 | 552.670 | 2.00 | 0.06 | 1,105.34 | |
| 3022 | CONCRETE-CLASS A | 08100 | CUYD | 23.29 | 25.090 | 23.470 | 23.470 | 350.00 | 8,214.50 | |||
| 3023 | STEEL REINFORCEMENT | 08150 | LB | 1,466.00 | 1,547.000 | 1,474.000 | 1,474.000 | 0.50 | 737.00 | |||
| 8016 | COST PLUS WORK LT STA 44+75 PIPE EXTENSION & RELOCATE HEADWALL | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 5,231.06 | 5,231.06 | |||
| 8017 | COST PLUS WORK LT STA 40+00 LG&E CONFLICT WITH STORM | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 9,571.51 | 9,571.51 | |||
| 8018 | COST PLUS WORK LT STA 680+00 DRAINAGE MODIFICATION | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 2,527.23 | 2,527.23 | |||
| 8021 | CORED HOLE DRAINAGE BOX CON 15 INCH STORM PIPE | 23610NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8023 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -442.140 | 0.000 | -442.140 | 1.00 | -442.14 | -442.14 | |
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 4000 SOUND BARRIER WALL | |||||||
| 4000 | SOUND BARRIER WALL | 21590EN | SQFT | 48,402.00 | 56,064.000 | 56,063.150 | 56,063.150 | 17.00 | 953,073.55 | |||
| 4001 | DRILLED SHAFT-COMMON 48 IN | 20636ED | LF | 775.00 | 775.000 | 804.620 | 804.620 | 170.00 | 136,785.40 | |||
| 4002 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 247.00 | 247.000 | 176.210 | 176.210 | 345.00 | 60,792.45 | |||
| 4003 | FOUNDATION PREPARATION 26577 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 4001 BRIDGE | |||||||
| 4100 | CONCRETE-CLASS A | 08100 | CUYD | 89.90 | 89.900 | 89.900 | 89.900 | 355.00 | 31,914.50 | |||
| 4101 | STEEL REINFORCEMENT | 08150 | LB | 9,260.00 | 9,260.000 | 9,259.330 | 9,259.330 | 0.60 | 5,555.59 | |||
| 4102 | FOUNDATION PREPARATION 26566 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 4002 BRIDGE | |||||||
| 4200 | CONCRETE-CLASS A | 08100 | CUYD | 1,074.10 | 0.100 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 4201 | CONCRETE-CLASS AA | 08104 | CUYD | 264.30 | 0.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 4202 | STEEL REINFORCEMENT | 08150 | LB | 154,786.00 | 0.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 4203 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 51,245.00 | 0.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 4204 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 406.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 4205 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,270.00 | 2,900.000 | 2,900.000 | 2,900.000 | 25.00 | 72,500.00 | |||
| 4206 | MASONRY COATING | 02998 | SQYD | 992.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 4207 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 204.60 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 4208 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 798.10 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 4209 | STRUCTURE EXCAVATION-COMMON (ADDED: 12-8-09) | 08001 | CUYD | 881.00 | 881.000 | 881.000 | 881.000 | 20.00 | 17,620.00 | |||
| 4210 | STRUCTURE EXCAV-SOLID ROCK (ADDED: 12-8-09) | 08002 | CUYD | 200.00 | 150.000 | 150.000 | 150.000 | 80.00 | 12,000.00 | |||
| 8001 | PRECAST CULVERT STRUCTURE-3 SIDED Conspan | 20510ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 657,025.00 | 657,025.00 | |||
| 8010 | FENCE-4 FT CHAIN LINK FOR CONSPAN | 02273 | LF | 0.00 | 210.000 | 210.000 | 210.000 | 79.70 | 16,737.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 6000 SEWER | |||||||
| 6000 | SANITARY SEWER FORCE MAIN | 23013EN | LF | 1,387.00 | 937.000 | 925.660 | 925.660 | 25.00 | 23,141.50 | |||
| 6001 | SANITARY SEWER-18 IN-RCP | 23698EC | LF | 277.00 | 177.000 | 168.000 | 168.000 | 50.00 | 8,400.00 | |||
| 6002 | SANITARY SEWER MANHOLE | 01799 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 6003 | BEND 11.25 DEG 6 IN | 03538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 6004 | BEND 22.50 DEG 6 IN | 03545 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 6005 | BEND 45 DEG 6 IN | 03554 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 175.00 | 1,225.00 | |||
| 6006 | BEND 90 DEG 6 IN | 03560 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
| 6007 | STEEL ENCASEMENT PIPE-30 IN | 23699EC | LF | 92.00 | 92.000 | 92.000 | 92.000 | 100.00 | 9,200.00 | |||
| 6008 | STEEL ENCASEMENT PIPE-42 IN | 23700EC | LF | 172.00 | 142.000 | 142.000 | 142.000 | 225.00 | 31,950.00 | |||
| 6009 | AIR RELEASE VALVE | 03495 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 8012 | ADJUST MANHOLE RAISE EXISTING MANHOLE TO GRADE | 01792 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 6001 WATERLINE | |||||||
| 6101 | DUCTILE IRON PIPE-8 IN (INSTALL) | 01095 | LF | 97.00 | 97.000 | 5.000 | 116.500 | 121.500 | 25.00 | 125.00 | 3,037.50 | |
| 6102 | DUCTILE IRON PIPE-12 IN (INSTALL) | 01099 | LF | 405.00 | 405.000 | 28.000 | 399.000 | 427.000 | 30.00 | 840.00 | 12,810.00 | |
| 6103 | ADD FOR RESTRAINED JOINT-8 IN-INSTALL | 23671EC | EACH | 3.00 | 3.000 | 1.000 | 5.000 | 6.000 | 10.00 | 10.00 | 60.00 | |
| 6104 | ADD FOR RESTRAINED JOINT-12 IN-INSTALL | 23672EC | EACH | 16.00 | 16.000 | 3.000 | 17.000 | 20.000 | 10.00 | 30.00 | 200.00 | |
| 6105 | POLYWRAP (INSTALL) | 20137EN | LF | 950.00 | 950.000 | 1,310.000 | 1,310.000 | 0.50 | 655.00 | |||
| 6106 | POLYTAPE-INSTALL | 22964ND | EACH | 20.00 | 20.000 | 22.000 | 22.000 | 25.00 | 550.00 | |||
| 6107 | PVC PIPE-8 IN-INSTALL | 23673EC | LF | 310.00 | 310.000 | 8.000 | 306.000 | 314.000 | 15.00 | 120.00 | 4,710.00 | |
| 6108 | PVC PIPE-12 IN-INSTALL | 23674EC | LF | 1,330.00 | 1,330.000 | 11.000 | 1,145.000 | 1,156.000 | 20.00 | 220.00 | 23,120.00 | |
| 6109 | WIRE-NO. 12-INSTALL | 23675EC | LF | 1,640.00 | 1,640.000 | -124.500 | 2,124.500 | 2,000.000 | 0.25 | -31.12 | 500.00 | |
| 6110 | STEEL ENCASEMENT PIPE-16 IN-INSTALL | 23676EC | LF | 85.00 | 85.000 | 82.000 | 82.000 | 35.00 | 2,870.00 | |||
| 6111 | STEEL ENCASEMENT PIPE-24 IN-INSTALL | 22959ED | LF | 270.00 | 270.000 | 10.000 | 270.000 | 280.000 | 10.00 | 100.00 | 2,800.00 | |
| 6112 | OPEN CUT W/STEEL ENCASEMENT-INSTALL | 23677EC | LF | 355.00 | 355.000 | 352.000 | 352.000 | 10.00 | 3,520.00 | |||
| 6113 | CASING SPACERS (INSTALL) | 20135ND | EACH | 71.00 | 71.000 | 67.000 | 67.000 | 25.00 | 1,675.00 | |||
| 6114 | CASING END SEALS (INSTALL) | 20136ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 6115 | SOLID SLEEVE-12 IN-INSTALL | 22955ND | EACH | 4.00 | 4.000 | -2.000 | 5.000 | 3.000 | 50.00 | -100.00 | 150.00 | |
| 6116 | GATE VALVE-6 IN-INSTALL | 23517EC | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 6117 | GATE VALVE-8 IN-INSTALL | 23695EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 6118 | GATE VALVE-12 IN-INSTALL | 22956ND | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 6119 | ROUNDTOP AND LID #2 (INSTALL) | 20835ND | EACH | 20.00 | 20.000 | 11.000 | 11.000 | 50.00 | 550.00 | |||
| 6120 | KEYTUBE-7 IN-INSTALL | 22965ND | EACH | 20.00 | 20.000 | 3.000 | 17.000 | 20.000 | 25.00 | 75.00 | 500.00 | |
| 6121 | REMOVE VALVE BOX (INSTALL) | 20831ND | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6122 | INSTALL FIRE HYDRANT | 20329EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 6123 | REMOVE FIRE HYDRANT | 03434 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 6124 | BLOW-OFF ASSEMBLY-INSTALL | 23679EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6125 | BEND 11.25 DEG 12 IN-INSTALL | 23680EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6126 | BEND 22.5 DEG 8 IN-INSTALL | 23678EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6127 | BEND 22.5 DEG 12 IN-INSTALL | 23681EC | EACH | 2.00 | 2.000 | -1.000 | 4.000 | 3.000 | 50.00 | -50.00 | 150.00 | |
| 6128 | BEND 45 DEG-8 IN-INSTALL | 23369EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 6129 | BEND 45 DEG-12 IN-INSTALL | 22957ND | EACH | 16.00 | 16.000 | 6.000 | 6.000 | 25.00 | 150.00 | |||
| 6130 | ANCHOR TEE-8 X 6 IN-INSTALL | 23682EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6131 | ANCHOR TEE-12 X 6 IN-INSTALL | 23683EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 6132 | ANCHOR TEE-16 X 6 IN-INSTALL | 23684EC | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 50.00 | 100.00 | 100.00 | |
| 6133 | TEE 12 X 8 IN-INSTALL | 23685EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6134 | TEE 12 X 12 IN-INSTALL | 23686EC | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 6135 | REDUCER 12 X 6 IN-INSTALL | 23687EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6136 | REDUCER 12 X 8 IN-INSTALL | 23688EC | EACH | 1.00 | 1.000 | -1.000 | 3.000 | 2.000 | 50.00 | -50.00 | 100.00 | |
| 6137 | GRIPPER GLAND-6 IN-INSTALL | 23689EC | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 10.00 | 80.00 | |||
| 6138 | GRIPPER GLAND-8 IN-INSTALL | 23690EC | EACH | 30.00 | 30.000 | 3.000 | 23.000 | 26.000 | 10.00 | 30.00 | 260.00 | |
| 6139 | GRIPPER GLAND-12 IN-INSTALL | 22958ND | EACH | 88.00 | 88.000 | 1.000 | 74.000 | 75.000 | 10.00 | 10.00 | 750.00 | |
| 6140 | INSTALL FOSTER ADAPTERS-8 IN | 23691EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 6141 | INSTALL FOSTER ADAPTERS - 12 IN | 22951NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 6142 | PLUG-12 IN (INSTALL) | 23093ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 6143 | TJ PLUG 8 IN W/2 IN IPT TAP (INSTALL) | 20122EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 6144 | CUT AND PLUG 6 IN (INSTALL) | 21114ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 6145 | CUT AND PLUG-8 IN-INSTALL | 23371EC | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 6146 | CUT AND PLUG 12 IN (INSTALL) | 20708ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 6147 | TIE IN-6 IN-INSTALL | 23692EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6148 | TIE IN-8 IN-INSTALL | 23693EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 6149 | TIE IN-12 IN-INSTALL | 23694EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 6150 | REMOVE PIPE | 01310 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 6151 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6152 | RELOCATE SERVICE | 21109ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 500.00 | 5,000.00 | |||
| 6153 | REMOVE AND RELOCATE METER | 03432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 6002 ELECTRICIAL MOA WITH LG&E | |||||||
| 8100 | CONDUIT-6 IN 2x3 CONDUIT RUN - CONCRETE ENCASED | 23431EC | LF | 0.00 | 0.000 | -3,275.000 | 3,275.000 | 0.000 | 30.00 | -98,250.00 | 0.00 | |
| 8101 | MANHOLE TYPE A 6 x 12 x 7 Manhole | 01756 | EACH | 0.00 | 0.000 | -2.000 | 2.000 | 0.000 | 2,190.20 | -4,380.40 | 0.00 | |
| 8102 | MANHOLE TYPE A 5 x 9 x 6 Manhole | 01756 | EACH | 0.00 | 0.000 | -10.000 | 10.000 | 0.000 | 1,900.00 | -19,000.00 | 0.00 | |
| 8103 | WIRE-NO. 1 #1/0 BARE COPPER GROUND WIRE | 23227EC | LF | 0.00 | 0.000 | -6,798.000 | 6,798.000 | 0.000 | 0.27 | -1,835.46 | 0.00 | |
| 8104 | EXCAVATION Rock Removal for LG&E Conduit | 21554EN | CUYD | 0.00 | 0.000 | -127.000 | 127.000 | 0.000 | 175.00 | -22,225.00 | 0.00 | |
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 6003 ELECTRICAL MOA WITH LG&E CORRECTION | |||||||
| 8200 | CONDUIT-6 IN 2x3 CONDUIT RUN - CONCRETE ENCASED | 23431EC | LF | 0.00 | 3,275.000 | 3,275.000 | 0.000 | 3,275.000 | 30.00 | 98,250.00 | 98,250.00 | |
| 8201 | MANHOLE TYPE A 6x12x7 MANHOLE | 01756 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,190.20 | 4,380.40 | 4,380.40 | |
| 8202 | MANHOLE TYPE A 5x9x6 MANHOLE | 01756 | EACH | 0.00 | 10.000 | 10.000 | 0.000 | 10.000 | 1,900.00 | 19,000.00 | 19,000.00 | |
| 8203 | WIRE-NO. 1 #1/0 BARE COPPER GROUND WIRE | 23227EC | LF | 0.00 | 6,798.000 | 6,798.000 | 0.000 | 6,798.000 | 0.27 | 1,835.46 | 1,835.46 | |
| 8204 | EXCAVATION ROCK REMOVAL FOR LG&E CONDUIT | 21554EN | CUYD | 0.00 | 302.000 | 301.330 | 0.000 | 301.330 | 175.00 | 52,732.75 | 52,732.75 | |
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 7000 SIGNALIZATION | |||||||
| 7000 | CONDUIT-1 1/4 IN | 04793 | LF | 875.00 | 875.000 | 769.000 | 769.000 | 8.00 | 6,152.00 | |||
| 7001 | CONDUIT-2 IN | 04795 | LF | 90.00 | 90.000 | 50.000 | 50.000 | 4.00 | 200.00 | |||
| 7002 | JUNCTION BOX TYPE B | 04811 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 525.00 | 4,725.00 | |||
| 7003 | TRENCHING AND BACKFILLING | 04820 | LF | 900.00 | 900.000 | 769.000 | 769.000 | 5.00 | 3,845.00 | |||
| 7004 | LOOP WIRE | 04830 | LF | 2,025.00 | 2,025.000 | 2,092.000 | 2,092.000 | 0.22 | 460.24 | |||
| 7005 | CABLE-NO. 14/5C | 04844 | LF | 550.00 | 550.000 | 750.000 | 750.000 | 1.00 | 750.00 | |||
| 7006 | CABLE-NO. 14/7C | 04845 | LF | 350.00 | 350.000 | 330.000 | 330.000 | 1.00 | 330.00 | |||
| 7007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,200.00 | 2,200.000 | 2,140.000 | 2,140.000 | 1.00 | 2,140.00 | |||
| 7008 | MESSENGER-10800 LB | 04885 | LF | 430.00 | 430.000 | 400.000 | 400.000 | 2.00 | 800.00 | |||
| 7009 | LOOP SAW SLOT AND FILL | 04895 | LF | 800.00 | 800.000 | 698.000 | 698.000 | 5.00 | 3,490.00 | |||
| 7010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,476.00 | 1,476.00 | |||
| 7011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 465.00 | 1,860.00 | |||
| 7012 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 7013 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 7014 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 7015 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 7016 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 19.89 | 19.890 | -0.010 | 16.110 | 16.100 | 922.00 | -9.22 | 14,844.20 | |
| 7017 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| Project | DE056ONEW0913 | Fed/State Project Number | ARRA 8723 (011) | Category | 9000 MOBILIZATION / DEMOBILIZATION | |||||||
| 9000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 238,501.50 | 238,501.50 | |||
| 9001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 75,000.00 | 75,000.00 | 75,000.00 | |
| SUBTOT | $111,221.93 |
$5,465,980.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4000-1-0I |
MISC PRECAST | SQFT |
25,351.00 | 0021 | $12.580000 | $318,915.58 | ||||||
4000-1-0A |
MISC PRECAST | SQFT |
25,230.86 | 0030 | $12.580000 | $-317,404.22 | ||||||
4000-1-0A |
MISC PRECAST | SQFT |
120.14 | 0031 | $12.580000 | $-1,511.36 | ||||||
| SUBTOT | $0.00 |
|||||||||||