|
Report_Id: 111303 Est NO 0045 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111303 | Estimate Number | 0045 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06360) Moore, Craig A. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 05/02/2014 TO 03/26/2015 | ||||||
| Date Approved | 04/05/2015 | ||||||
| Primary Proj Number | DE01923451103 | ||||||
| Project No. | JL03 019 2345 000-002 | ||||||
| Primary County | CAMPBELL | ||||||
| Name of Road | JOHNS HILL ROAD (KY 2345) | ||||||
| Description | RECONSTRUCT KY 2345 FROM MP 0.615 TO MP 1.263 INCLUDING REROUTING UNIVERSITY DRIVE FROM NUNN DRIVE TO KY 2345 | ||||||
| Date Let | 02/18/2011 | Formal Acceptance | 08/15/2013 | ||||
| Date Awarded | 03/01/2011 | Date Work Began | 04/05/2011 | ||||
| Date Contract Executed | 03/16/2011 | Open To Traffic | 11/25/2011 | ||||
| Date NTP Issued | 03/16/2011 | Actual Completion Date | 01/14/2013 | ||||
| Current Contract Amount | $4,135,934.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,025,956.00 |
Total Earnings | $3,712,064.79 |
$3,697,814.65 |
$14,250.14 |
|
| Percent Complete | 89.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $423,870.08 |
Gross Earnings | $3,712,064.79 |
$3,697,814.65 |
$14,250.14 |
|
| Total Change Orders | $109,978.87 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,712,064.79 |
$3,697,814.65 |
$14,250.14 |
|||
| Contract Id | 111303 | Change Order Summary |
County | CAMPBELL | ||||||
| Estimate Nbr | 0045 | Project Number | JL03 019 2345 000-002 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 05/02/2014 TO 03/26/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Waterline Modifications | Approved | 10/05/2012 | $-7.00 | 0.0 | |||||
| 002 | Kenton Dr Diversion/Remove Guardrail | Approved | 10/08/2012 | $37,725.58 | 2.0 | |||||
| 003 | Liquidated Damages Override | Approved | 10/15/2012 | $0.00 | 0.0 | |||||
| 004 | Temporary Pavement and Intersection to Knollwood Dr | Approved | 03/04/2013 | $40,361.92 | 2.0 | |||||
| 005 | Extra sidewalk/Cut back slope | Approved | 02/12/2014 | $27,769.56 | 0.0 | |||||
| 006 | Signal removal and Sprinkler system | Approved | 03/27/2015 | $4,128.81 | 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 | 111303 | COMMONWEALTH OF KENTUCKY |
County | CAMPBELL | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE01923451103 | ||||||
| Estimate Nbr | 0045 | Period | 05/02/2014 TO 03/26/2015 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | 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 | |
| 1001 | CRUSHED STONE BASE | 00003 | TON | 13,079.00 | 13,079.000 | 13,165.730 | 13,165.730 | 16.50 | 217,234.54 | |||
| 1002 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 4,518.00 | 4,518.000 | 4,359.360 | 4,359.360 | 42.00 | 183,093.12 | |||
| 1003 | LEVELING & WEDGING PG64-22 | 00190 | TON | 303.00 | 303.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1004 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 9,209.00 | 9,209.000 | 10,095.130 | 10,095.130 | 45.00 | 454,280.85 | |||
| 1005 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,132.00 | 2,132.000 | 2,595.900 | 2,595.900 | 60.00 | 155,754.00 | |||
| 1006 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 174.00 | 174.000 | 76.000 | 76.000 | 40.00 | 3,040.00 | |||
| 1007 | HIGH STRENGTH GEOTEXTILE FABRIC | 22861EN | SQYD | 29,463.00 | 29,463.000 | 26,451.330 | 26,451.330 | 3.40 | 89,934.52 | |||
| 1008 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1009 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1010 | STAMPED CONCRETE | 23379EC | SQYD | 362.00 | 362.000 | 362.000 | 362.000 | 65.00 | 23,530.00 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 2000 ROADWAY | |||||||
| 2001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7,427.00 | 7,427.000 | 2,024.870 | 2,024.870 | 16.00 | 32,397.92 | |||
| 2002 | PERFORATED PIPE-4 IN | 01000 | LF | 12,095.00 | 12,095.000 | 10,375.000 | 10,375.000 | 4.15 | 43,056.25 | |||
| 2003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 375.00 | 375.000 | 61.000 | 61.000 | 11.00 | 671.00 | |||
| 2004 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 2005 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 400.00 | 4,000.00 | |||
| 2006 | REMOVE PIPE | 01310 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 8.49 | 1,018.80 | |||
| 2007 | CAP CURB BOX INLET | 01634 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 2008 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 2009 | STANDARD CURB AND GUTTER | 01810 | LF | 12,976.00 | 12,976.000 | 13,679.920 | 13,679.920 | 11.00 | 150,479.12 | |||
| 2010 | ISLAND CURB AND GUTTER | 01825 | LF | 846.00 | 846.000 | 846.000 | 846.000 | 13.00 | 10,998.00 | |||
| 2011 | STANDARD INTEGRAL CURB | 01830 | LF | 356.00 | 356.000 | 356.000 | 356.000 | 11.00 | 3,916.00 | |||
| 2012 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 277.00 | 277.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 2013 | BARRICADE-TYPE III | 02014 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 400.00 | 3,600.00 | |||
| 2014 | REMOVE PAVEMENT | 02091 | SQYD | 3,744.00 | 3,744.000 | 3,116.000 | 3,116.000 | 4.00 | 12,464.00 | |||
| 2015 | TEMP DITCH | 02159 | LF | 5,890.00 | 5,890.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2016 | EMBANKMENT IN PLACE (REVISED: 2-14-11) | 02230 | CUYD | 121,033.00 | 121,033.000 | 123,389.000 | 123,389.000 | 6.00 | 740,334.00 | |||
| 2017 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2018 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 325.00 | 325.000 | 187.500 | 187.500 | 25.00 | 4,687.50 | |||
| 2019 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 2020 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 2021 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 2022 | TEMP GUARDRAIL | 02397 | LF | 1,100.00 | 1,100.000 | 425.000 | 425.000 | 10.00 | 4,250.00 | |||
| 2023 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 70.00 | 3,010.00 | |||
| 2024 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 70.00 | 140.00 | |||
| 2025 | WITNESS POST | 02432 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 30.00 | 1,290.00 | |||
| 2026 | CHANNEL LINING CLASS II | 02483 | TON | 433.00 | 433.000 | 342.200 | 342.200 | 24.00 | 8,212.80 | |||
| 2027 | CHANNEL LINING CLASS III | 02484 | TON | 165.00 | 165.000 | 165.000 | 165.000 | 28.00 | 4,620.00 | |||
| 2028 | CLEARING AND GRUBBING (26 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 2029 | SIGNS | 02562 | SQFT | 845.00 | 845.000 | 809.410 | 809.410 | 15.00 | 12,141.15 | |||
| 2030 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 21,500.00 | 21,500.000 | 11,365.130 | 11,365.130 | 2.00 | 22,730.26 | |||
| 2031 | EDGE KEY | 02585 | LF | 107.20 | 107.200 | 107.200 | 107.200 | 38.00 | 4,073.60 | |||
| 2032 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 2033 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 2034 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 8,000.00 | 24,000.00 | |||
| 2035 | SAFELOADING | 02690 | CUYD | 14.00 | 14.000 | 30.000 | 30.000 | 76.00 | 2,280.00 | |||
| 2036 | TEMP SILT FENCE | 02701 | LF | 5,890.00 | 5,890.000 | 5,378.000 | 5,378.000 | 2.25 | 12,100.50 | |||
| 2037 | SILT TRAP TYPE A | 02703 | EACH | 17.00 | 17.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 2038 | SILT TRAP TYPE B | 02704 | EACH | 17.00 | 17.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 2039 | SILT TRAP TYPE C | 02705 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2040 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 34.00 | 34.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 2041 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2042 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2043 | CLEAN TEMP SILT FENCE | 02709 | LF | 17,670.00 | 17,670.000 | 1,005.000 | 1,005.000 | 1.00 | 1,005.00 | |||
| 2044 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,657.00 | 4,786.000 | 4,786.630 | 4,786.630 | 25.00 | 119,665.75 | |||
| 2045 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 230.00 | 230.000 | 230.000 | 230.000 | 4.25 | 977.50 | |||
| 2046 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,000.00 | 56,000.00 | |||
| 2048 | PVC PIPE-6 IN | 03385 | LF | 910.00 | 910.000 | 846.000 | 846.000 | 18.00 | 15,228.00 | |||
| 2049 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,835.00 | 4,835.000 | 3,174.222 | 3,174.222 | 1.00 | 3,174.22 | |||
| 2050 | TEMP MULCH | 05952 | SQYD | 125,840.00 | 125,840.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 2051 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 82,280.00 | 82,280.000 | 21,481.723 | 21,481.723 | 0.24 | 5,155.61 | |||
| 2052 | TOPDRESSING FERTILIZER | 05966 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 2053 | SEEDING AND PROTECTION | 05985 | SQYD | 41,800.00 | 41,800.000 | 43,203.667 | 43,203.667 | 0.37 | 15,985.35 | |||
| 2054 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 6,600.00 | 6,600.000 | 717.000 | 717.000 | 0.17 | 121.89 | |||
| 2055 | SODDING | 05990 | SQYD | 8,149.00 | 8,149.000 | 8,149.000 | 8,149.000 | 4.25 | 34,633.25 | |||
| 2056 | STEEL POST TYPE 2 | 06411 | LF | 1,140.00 | 1,140.000 | 1,294.000 | 1,294.000 | 5.00 | 6,470.00 | |||
| 2057 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,480.00 | 7,480.000 | 18,766.000 | 18,766.000 | 0.28 | 5,254.48 | |||
| 2058 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 16,263.00 | 16,263.000 | 18,027.000 | 18,027.000 | 0.30 | 5,408.10 | |||
| 2060 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 8,100.00 | 8,100.000 | 108.000 | 108.000 | 1.30 | 140.40 | |||
| 2061 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,100.00 | 8,100.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 2062 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 484.00 | 578.000 | 1,857.000 | 1,857.000 | 4.00 | 7,428.00 | |||
| 2063 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 164.00 | 184.000 | 208.000 | 208.000 | 5.50 | 1,144.00 | |||
| 2064 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,117.00 | 3,117.000 | 407.000 | 407.000 | 0.55 | 223.85 | |||
| 2065 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 80.00 | 1,360.00 | |||
| 2067 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 23.000 | 23.000 | 80.00 | 1,840.00 | |||
| 2068 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 130.00 | 1,040.00 | |||
| 2069 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2070 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 30.00 | 450.00 | |||
| 2071 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 70.00 | 70.000 | 60.000 | 60.000 | 30.00 | 1,800.00 | |||
| 2072 | FUEL ADJUSTMENT | 10020NS | DOLL | 41,816.00 | 41,816.000 | 12,474.210 | 12,474.210 | 1.00 | 12,474.21 | |||
| 2073 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 28,051.00 | 28,051.000 | 39,465.810 | 39,465.810 | 1.00 | 39,465.81 | |||
| 2074 | SAWCUT PAVEMENT | 20550ND | LF | 1,658.00 | 1,658.000 | 268.000 | 268.000 | 1.50 | 402.00 | |||
| 2075 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 176.00 | 2,992.00 | |||
| 2076 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 68.00 | 68.000 | 63.000 | 63.000 | 6.00 | 378.00 | |||
| 2077 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 20.00 | 20.000 | 15.000 | 15.000 | 18.00 | 270.00 | |||
| 2078 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,938.00 | 1,938.000 | 1,048.000 | 1,048.000 | 5.50 | 5,764.00 | |||
| 2079 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 645.00 | 663.000 | 607.500 | 607.500 | 27.00 | 16,402.50 | |||
| 8002 | DIVERSIONS (BY-PASS DETOURS) KENTON DR | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 36,150.58 | 36,150.58 | |||
| 8003 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 500.000 | 500.000 | 500.000 | 3.15 | 1,575.00 | |||
| 8004 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -74,400.000 | -74,400.000 | 1.00 | -74,400.00 | |||
| 8006 | DIVERSIONS (BY-PASS DETOURS) KNOLLWOOD DRIVE TEMPORARY PAVEMENT | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 40,361.92 | 40,361.92 | |||
| 8007 | STANDARD HEADER CURB HILLTOP DRIVE | 01875 | LF | 0.00 | 50.000 | 50.000 | 50.000 | 20.00 | 1,000.00 | |||
| 8008 | REMOVE SLOPE ALONG JOHNS HILL RD AT HILLTOP INTERSECTION | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,230.00 | 6,230.00 | |||
| 8009 | SIDEWALK RAMP TYPE 3 HILLTOP DRIVE | 03289 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 8010 | MOBILIZATION /EXCAVATION/TRAFFIC CONTROL/OVERHEAD | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,334.36 | 13,334.36 | |||
| 8011 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 0.00 | 20.000 | 20.000 | 20.000 | 0.41 | 8.20 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 3000 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-18 IN | 00462 | LF | 273.00 | 273.000 | 116.000 | 116.000 | 38.00 | 4,408.00 | |||
| 3002 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,461.00 | 1,461.000 | 1,453.000 | 1,453.000 | 27.00 | 39,231.00 | |||
| 3003 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,801.00 | 1,801.000 | 1,933.000 | 1,933.000 | 32.00 | 61,856.00 | |||
| 3004 | STORM SEWER PIPE-24 IN | 00524 | LF | 214.00 | 214.000 | 205.000 | 205.000 | 44.00 | 9,020.00 | |||
| 3005 | PVC PIPE-4 IN | 03383 | LF | 86.00 | 86.000 | 117.000 | 117.000 | 19.00 | 2,223.00 | |||
| 3006 | PVC PIPE-12 IN | 03391 | LF | 41.00 | 41.000 | 10.000 | 10.000 | 36.00 | 360.00 | |||
| 3007 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 3008 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 3009 | CURB BOX INLET TYPE A | 01456 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 2,200.00 | 77,000.00 | |||
| 3010 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
| 3011 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 3012 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 3013 | JUNCTION BOX-15 IN | 01641 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
| 3014 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 3015 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 3016 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 3017 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 3018 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 11,436.00 | 11,436.000 | 6,019.340 | 6,019.340 | 2.00 | 12,038.68 | |||
| 3019 | CONCRETE-CLASS A | 08100 | CUYD | 11.97 | 11.970 | 11.970 | 11.970 | 900.00 | 10,773.00 | |||
| 3020 | STEEL REINFORCEMENT | 08150 | LB | 101.00 | 101.000 | 101.000 | 101.000 | 4.00 | 404.00 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 5000 GASLINE | |||||||
| 5001 | GAS MAIN-4 IN SWPC | 23467EC | LF | 435.00 | 435.000 | 407.000 | 407.000 | 42.00 | 17,094.00 | |||
| 5002 | GAS MAIN PL-6 IN | 22804EN | LF | 190.00 | 190.000 | 218.000 | 218.000 | 52.00 | 11,336.00 | |||
| 5003 | GAS MAIN-8 IN PL | 23471EC | LF | 550.00 | 550.000 | 687.500 | 687.500 | 52.00 | 35,750.00 | |||
| 5004 | VALVE ASSEMBLY-6 IN PL | 24080EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 5005 | INSTALL M-C LONG-SIDE SERVICE PIPING-1IN OR 1-1/4 INCH | 20811ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,105.00 | 0.00 | |||
| 5006 | INSTALL M-C SHORT-SIDE SERVICE PIPE-1 IN OR 1-1/4 INCH | 20812ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 5007 | INST M-C SHORT-SIDE SERVICE PIPING-6 IN | 24017EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 5010 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 5100 WATERLINE | |||||||
| 5101 | DUCTILE IRON PIPE-6 IN CLASS 50 W/POLYWRAP | 01093 | LF | 12.00 | 12.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 5102 | DUCTILE IRON PIPE-8 IN CLASS 50 W/POLYWRAP | 01095 | LF | 536.00 | 392.000 | 272.000 | 272.000 | 47.00 | 12,784.00 | |||
| 5103 | DUCTILE IRON PIPE-12 IN CLASS 50 W/POLYWRAP | 01099 | LF | 3,553.00 | 3,553.000 | 3,609.000 | 3,609.000 | 46.00 | 166,014.00 | |||
| 5104 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 5105 | ANCHORING TEE AND BLOCK-12X12X6 IN | 22761ND | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 500.00 | 4,500.00 | |||
| 5106 | TEE AND BLOCK-12 X 12 X 6 IN | 22815NN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 525.00 | 1,050.00 | |||
| 5107 | TEE AND BLOCK-12X12X8 IN | 22762ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 540.00 | 1,080.00 | |||
| 5108 | TEE AND BLOCK- 12 X 12 X 12 IN | 22101NN | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 620.00 | 4,960.00 | |||
| 5109 | GATE VALVE-6 IN RESILIENT SEATED | 03526 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 800.00 | 8,000.00 | |||
| 5110 | GATE VALVE-8 IN RESILIENT SEATED | 03528 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,900.00 | 5,700.00 | |||
| 5111 | GATE VALVE-12 IN RESILIENT SEATED | 03532 | EACH | 29.00 | 29.000 | 26.000 | 26.000 | 2,400.00 | 62,400.00 | |||
| 5112 | AIR RELEASE VALVE 3/4 INCH | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 5113 | AIR RELEASE VALVE-1 IN | 20986ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 5114 | BEND AND BLOCK-6 IN | 20554NC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 280.00 | 560.00 | |||
| 5115 | BEND AND BLOCK-8 IN | 20555NC | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 5116 | BEND AND BLOCK-12 IN | 20788ND | EACH | 25.00 | 25.000 | 22.000 | 22.000 | 400.00 | 8,800.00 | |||
| 5117 | PLUG AND BLOCK 12IN | 20865ND | EACH | 7.00 | 7.000 | 12.000 | 12.000 | 300.00 | 3,600.00 | |||
| 5118 | CONNECT TO 6 IN | 20559NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 5119 | CONNECT TO 8 IN | 22447NN | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 5120 | CONNECT TO 12 IN | 20790ND | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 780.00 | 3,900.00 | |||
| 5121 | RELOCATE FIRE HYDRANT | 03433 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 700.00 | 2,100.00 | |||
| 5122 | ADJUST WATER VALVE BOXES | 20792ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 58.00 | 580.00 | |||
| 5123 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 5124 | RECONNECT TO MAIN | 03438 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 5125 | RECONNECT SERVICE | 03437 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 890.00 | 5,340.00 | |||
| 5126 | RELOCATE WATER METER | 03431 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 5127 | COPPER PIPE-3/4 IN | 03360 | LF | 291.00 | 291.000 | 499.000 | 499.000 | 25.00 | 12,475.00 | |||
| 5128 | COPPER PIPE-1 IN | 03361 | LF | 177.00 | 177.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 5129 | METER PIT BOX | 20829ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 5130 | RELOCATE INTERNAL METER PIT PIPING | 24081EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 5131 | PVC PIPE-4 IN DRAIN | 03383 | LF | 232.00 | 232.000 | 232.000 | 232.000 | 20.00 | 4,640.00 | |||
| 8000 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,481.00 | 6,481.00 | |||
| 8001 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 280.00 | 280.00 | |||
| 8013 | COST PLUS WORK SPRINKLER SYSTEM TIE IN | 10080NSD | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 2,963.48 | 0.00 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 6000 LIGHTING | |||||||
| 6001 | POLE 30 FT MTG HT | 04700 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,800.00 | 19,800.00 | |||
| 6002 | POLE BASE | 04740 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 660.00 | 7,260.00 | |||
| 6003 | TRANSFORMER BASE | 04750 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 6004 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 6005 | DECORATIVE LUMINAIRE | 20337ED | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,300.00 | 14,300.00 | |||
| 6006 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 72.00 | 1,584.00 | |||
| 6007 | CONDUIT-1 1/4 IN | 04793 | LF | 2,400.00 | 2,400.000 | 2,110.000 | 2,110.000 | 6.00 | 12,660.00 | |||
| 6008 | CONDUIT-2 IN | 04795 | LF | 300.00 | 300.000 | 290.000 | 290.000 | 8.00 | 2,320.00 | |||
| 6009 | TRENCHING AND BACKFILLING | 04820 | LF | 2,700.00 | 2,700.000 | 2,392.000 | 2,392.000 | 3.30 | 7,893.60 | |||
| 6010 | WIRE-NO. 12 | 04832 | LF | 1,122.00 | 1,122.000 | 1,155.000 | 1,155.000 | 0.40 | 462.00 | |||
| 6011 | WIRE-NO. 6 | 04834 | LF | 8,100.00 | 8,100.000 | 7,892.000 | 7,892.000 | 1.20 | 9,470.40 | |||
| 6012 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 8012 | REMOVE SIGNAL EQUIPMENT INTERSECTION OF JOHNS HILL RD/KNOLLWOOD RD | 04950 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,165.33 | 0.00 | |||
| Project | DE01923451103 | Fed/State Project Number | JL03 019 2345 000-002 | Category | 9000 MOBILIZATION / DEMOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 184,000.00 | 184,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 57,000.55 | 14,250.13 | 14,250.13 | |
| SUBTOT | $14,250.13 |
$3,712,064.74 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2030-0-0I |
FABRIC-GEOTEXTILE TYPE IV |
|
0007 | $ | $14,569.00 | |||||||
3002-0-0I |
STORM SEWER PIPE-15 IN |
|
0007 | $ | $6,081.00 | |||||||
3002-0-0I |
STORM SEWER PIPE-15 IN |
|
0007 | $ | $1,989.00 | |||||||
3003-0-0I |
STORM SEWER PIPE-18 IN |
|
0007 | $ | $15,225.00 | |||||||
3004-0-0I |
STORM SEWER PIPE-24 IN |
|
0007 | $ | $2,895.00 | |||||||
3018-0-0I |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
0007 | $ | $8,903.00 | |||||||
5103-0-0I |
DUCTILE IRON PIPE-12 IN |
|
0009 | $ | $69,638.80 | |||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
3,035.47 | 0009 | $ | $-2,586.22 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
373.00 | 0009 | $ | $-2,062.69 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
1,018.00 | 0009 | $ | $-7,746.98 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
2,318.33 | 0009 | $ | $-1,975.22 | ||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
495.00 | 0010 | $ | $-421.74 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
47.00 | 0010 | $ | $-259.91 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
277.00 | 0010 | $ | $-2,107.97 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
540.00 | 0010 | $ | $-460.08 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
1,134.00 | 0010 | $ | $-22,226.40 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
58.00 | 0011 | $ | $-320.74 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
29.00 | 0011 | $ | $-220.69 | ||||||
3004-0-0A |
STORM SEWER PIPE-24 IN |
|
130.00 | 0011 | $ | $-1,758.90 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
536.67 | 0011 | $ | $-457.24 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
180.00 | 0011 | $ | $-3,528.00 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
120.00 | 0012 | $ | $-1,014.00 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
273.00 | 0012 | $ | $-5,350.80 | ||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
241.66 | 0013 | $ | $-163.60 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
294.00 | 0013 | $ | $-1,624.06 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
556.67 | 0013 | $ | $-433.09 | ||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
3,022.00 | 0014 | $ | $-2,054.96 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
219.00 | 0015 | $ | $-1,850.55 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
365.00 | 0015 | $ | $-281.05 | ||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
235.00 | 0016 | $ | $-159.80 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
130.00 | 0016 | $ | $-1,099.80 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
216.67 | 0016 | $ | $-169.00 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
0.00 | 0020 | $ | $-5,644.80 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
0.00 | 0021 | $ | $-347.99 | ||||||
3003-0-0A |
STORM SEWER PIPE-18 IN |
|
0.00 | 0021 | $ | $-667.84 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
0.00 | 0021 | $ | $-184.51 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
0.00 | 0021 | $ | $-7,252.00 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
0.00 | 0022 | $ | $-1,723.00 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
0.00 | 0022 | $ | $-405.00 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
0.00 | 0022 | $ | $-1,117.00 | ||||||
3002-0-0A |
STORM SEWER PIPE-15 IN |
|
120.00 | 0023 | $ | $-662.40 | ||||||
3018-0-0A |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
200.00 | 0023 | $ | $-156.00 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
438.00 | 0023 | $ | $-8,584.80 | ||||||
2030-0-0A |
FABRIC-GEOTEXTILE TYPE IV |
|
0.00 | 0024 | $ | $-1,924.40 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
0.00 | 0024 | $ | $-1,411.20 | ||||||
5103-0-0A |
DUCTILE IRON PIPE-12 IN |
|
157.00 | 0031 | $ | $-3,077.20 | ||||||
2030-00C |
FABRIC-GEOTEXTILE TYPE IV |
|
0.00 | 0033 | $0.000000 | $-7,258.28 | ||||||
3002-00C |
STORM SEWER PIPE-15 IN |
|
0.00 | 0033 | $0.000000 | $-1,069.21 | ||||||
3003-00C |
STORM SEWER PIPE-18 IN |
|
0.00 | 0033 | $0.000000 | $-517.17 | ||||||
3004-00C |
STORM SEWER PIPE-24 IN |
|
0.00 | 0033 | $0.000000 | $-1,136.10 | ||||||
3018-00C |
FABRIC GEOTEXTILE TY IV FOR PIPE |
|
0.00 | 0033 | $0.000000 | $-4,381.81 | ||||||
5103-00C |
DUCTILE IRON PIPE-12 IN |
|
0.00 | 0033 | $0.000000 | $-11,446.60 | ||||||
| SUBTOT | $0.00 |
|||||||||||