|
Report_Id: 111315 Est NO 0092 |
Date:09/08/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111315 | Estimate Number | 0092 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12320) Moore, Matthew B. | ||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | ADDR SN 3 VC Code VC0000019608 | |||||
| INC | |||||||
| 886 MCKINLEY AVE | |||||||
| COLUMBUS , OH , 43222 | |||||||
| Pay Period | 07/18/2015 TO 08/14/2015 | ||||||
| Date Approved | 08/24/2015 | ||||||
| Primary Proj Number | DE08000401115 | ||||||
| Project No. | STPR 0401 (073) | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | INEZ-WARFIELD-KERMIT-WEST VIRGINIA ROAD (KY 40) | ||||||
| Description | FROM EXISTING KY 40 EXTENDING EAST 1.5 MILES ALONG LITTLE BLACKLOG FORK OVER EXISTING KY 40 AND EAST SIDE I-CHNG RAMPS | ||||||
| Date Let | 04/29/2011 | Formal Acceptance | |||||
| Date Awarded | 05/11/2011 | Date Work Began | 07/05/2011 | ||||
| Date Contract Executed | 06/16/2011 | Open To Traffic | |||||
| Date NTP Issued | 06/16/2011 | Actual Completion Date | 10/31/2014 | ||||
| Current Contract Amount | $32,254,908.10 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $32,124,401.78 |
Total Earnings | $30,491,916.75 |
$30,379,416.75 |
$112,500.00 |
|
| Percent Complete | 94.53 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,762,991.35 |
Gross Earnings | $30,491,916.75 |
$30,379,416.75 |
$112,500.00 |
|
| Total Change Orders | $130,506.32 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $30,491,916.75 |
$30,379,416.75 |
$112,500.00 |
|||
| Contract Id | 111315 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0092 | Project Number | STPR 0401 (073) | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | Period | 07/18/2015 TO 08/14/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Sediment Pond Treatment | Approved | 02/01/2012 | $66,733.49 | 0.0 | |||||
| 002 | Prevailing Wages for Sediment Basin Treatment | Approved | 06/19/2012 | $9,655.57 | 0.0 | |||||
| 003 | Slope Protection | Approved | 03/11/2013 | $0.00 | 0.0 | |||||
| 004 | Cost Plus Erosion Control Items | Approved | 07/24/2013 | $32,565.90 | 0.0 | |||||
| 006 | Liquidated Damages Override | Approved | 08/11/2014 | $0.00 | 0.0 | |||||
| 007 | Non Spec Material Override | Approved | 09/23/2014 | $0.00 | 0.0 | |||||
| 008 | Type VI Crash Cushion | Approved | 05/19/2015 | $21,551.36 | 1.0 | |||||
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 | 111315 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE08000401115 | ||||||
| Estimate Nbr | 0092 | Period | 07/18/2015 TO 08/14/2015 | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | |||||||||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0001 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 | 23,928.00 | 23,928.000 | 21,176.360 | 21,176.360 | 30.00 | 635,290.80 | |||
| 1002 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,766.00 | 3,766.000 | 4,685.360 | 4,685.360 | 95.00 | 445,109.20 | |||
| 1003 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,031.00 | 1,031.000 | 2,335.040 | 2,335.040 | 89.50 | 208,986.08 | |||
| 1004 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 23,236.00 | 23,236.000 | 21,717.410 | 21,717.410 | 84.00 | 1,824,262.44 | |||
| 1005 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,470.00 | 6,470.000 | 8,972.570 | 8,972.570 | 84.00 | 753,695.88 | |||
| 1006 | ASPHALT SEAL AGGREGATE | 00100 | TON | 130.00 | 130.000 | 143.110 | 143.110 | 225.00 | 32,199.75 | |||
| 1007 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 16.00 | 16.000 | 11.100 | 11.100 | 950.00 | 10,545.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -437,000.000 | -437,000.000 | 1.00 | -437,000.00 | |||
| 8012 | COST PLUS WORK Additional Erosion Control Items | 10080NSD | DOLL | 0.00 | 23,327.790 | 23,327.790 | 23,327.790 | 1.00 | 23,327.79 | |||
| 8014 | RUMBLE STRIPS-SAWED-12 IN | 23232EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0002 ROADWAY | |||||||
| 2001 | CLEARING AND GRUBBING (152.88 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 682,000.00 | 682,000.00 | |||
| 2002 | ROADWAY EXCAVATION | 02200 | CUYD | 8,465,152.00 | 8,465,152.000 | 8,572,118.590 | 8,572,118.590 | 2.41 | 20,658,805.80 | |||
| 2003 | WATER | 02242 | MGAL | 53.00 | 53.000 | 1,516.000 | 1,516.000 | 43.00 | 65,188.00 | |||
| 2004 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 16,112.00 | 16,405.000 | 6,772.000 | 6,772.000 | 5.48 | 37,110.56 | |||
| 2005 | WITNESS POST | 02432 | EACH | 11.00 | 11.000 | 131.000 | 131.000 | 75.00 | 9,825.00 | |||
| 2006 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 57.00 | 57.000 | 131.000 | 131.000 | 110.00 | 14,410.00 | |||
| 2007 | CHANNEL LINING CLASS IV | 02488 | CUYD | 11,421.00 | 12,226.250 | 13,743.160 | 13,743.160 | 16.00 | 219,890.56 | |||
| 2008 | TEMP SILT FENCE | 02701 | LF | 69,632.00 | 69,632.000 | 4,111.000 | 4,111.000 | 2.00 | 8,222.00 | |||
| 2009 | SILT TRAP TYPE A | 02703 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 2010 | SILT TRAP TYPE B | 02704 | EACH | 178.00 | 178.000 | 88.000 | 88.000 | 430.00 | 37,840.00 | |||
| 2011 | SILT TRAP TYPE C | 02705 | EACH | 48.00 | 48.000 | 45.000 | 45.000 | 220.00 | 9,900.00 | |||
| 2012 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 27.000 | 1.000 | 1.000 | 95.00 | 95.00 | |||
| 2013 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 534.00 | 534.000 | 197.000 | 197.000 | 90.00 | 17,730.00 | |||
| 2014 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 144.00 | 144.000 | 9.000 | 9.000 | 45.00 | 405.00 | |||
| 2015 | CLEAN TEMP SILT FENCE | 02709 | LF | 69,632.00 | 69,632.000 | 259.000 | 259.000 | 0.60 | 155.40 | |||
| 2016 | SEDIMENTATION BASIN | 02711 | CUYD | 4,578.00 | 4,578.000 | 4,578.000 | 4,578.000 | 3.40 | 15,565.20 | |||
| 2017 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 13,733.00 | 13,733.000 | 3,724.600 | 3,724.600 | 9.00 | 33,521.40 | |||
| 2018 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 33,113.00 | 33,113.000 | 59,783.000 | 59,783.000 | 0.30 | 17,934.90 | |||
| 2019 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 24,223.00 | 24,427.000 | 1,307.660 | 1,307.660 | 1.50 | 1,961.49 | |||
| 2020 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,204.00 | 5,204.000 | 6,912.270 | 6,912.270 | 2.00 | 13,824.54 | |||
| 2021 | PNEUMATIC BACKSTOWING | 20667ED | TON | 551.00 | 551.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 2022 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | LF | 3,858.00 | 3,858.000 | 4,047.050 | 4,047.050 | 38.00 | 153,787.90 | |||
| 2023 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,212.50 | 5,212.500 | 5,170.000 | 5,170.000 | 18.88 | 97,609.60 | |||
| 2024 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 9.000 | 9.000 | 2,244.90 | 20,204.10 | |||
| 2025 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 637.76 | 3,826.56 | |||
| 2026 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,362.25 | 7,086.75 | |||
| 2027 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 357.14 | 1,071.42 | |||
| 2028 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 51.02 | 153.06 | |||
| 2029 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,306.12 | 0.00 | |||
| 2030 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 570.00 | 4,560.00 | |||
| 2031 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 4,108.00 | 4,108.000 | 2,054.000 | 2,054.000 | 58.00 | 119,132.00 | |||
| 2032 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 69.00 | 69.000 | 69.000 | 69.000 | 12.00 | 828.00 | |||
| 2033 | SIGNS | 02562 | SQFT | 110.50 | 110.500 | 405.500 | 405.500 | 30.00 | 12,165.00 | |||
| 2034 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 2035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 2037 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 109.00 | 109.000 | 109.000 | 109.000 | 26.00 | 2,834.00 | |||
| 2038 | LIP CURB AND GUTTER | 01820 | LF | 818.00 | 818.000 | 609.000 | 609.000 | 19.00 | 11,571.00 | |||
| 2039 | CONCRETE-CLASS A | 08100 | CUYD | 3.71 | 3.710 | 2.680 | 2.680 | 490.00 | 1,313.20 | |||
| 2040 | STEEL REINFORCEMENT | 08150 | LB | 196.00 | 196.000 | 205.470 | 205.470 | 2.00 | 410.94 | |||
| 2041 | RETAINING WALL-GABION | 02610 | CUYD | 306.00 | 0.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 2042 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 739,956.00 | 739,956.000 | 9,668.200 | 9,668.200 | 0.14 | 1,353.54 | |||
| 2043 | SEEDING AND PROTECTION | 05985 | SQYD | 450,488.00 | 450,488.000 | 617,235.348 | 617,235.348 | 0.29 | 178,998.25 | |||
| 2044 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 175,849.00 | 175,849.000 | 170,383.396 | 170,383.396 | 0.18 | 30,669.01 | |||
| 2045 | TOPDRESSING FERTILIZER | 05966 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 561.22 | 0.00 | |||
| 2046 | TEMP MULCH | 05952 | SQYD | 739,956.00 | 739,956.000 | 20,608.880 | 20,608.880 | 0.14 | 2,885.24 | |||
| 2047 | TEMP DITCH | 02159 | LF | 8,333.00 | 8,333.000 | 6,939.000 | 6,939.000 | 1.30 | 9,020.70 | |||
| 2048 | CLEAN TEMP DITCH | 02160 | LF | 8,333.00 | 8,333.000 | 9,014.000 | 9,014.000 | 3.00 | 27,042.00 | |||
| 2049 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 2050 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 89.00 | 89.000 | 89.000 | 89.000 | 64.00 | 5,696.00 | |||
| 2051 | FUEL ADJUSTMENT | 10020NS | DOLL | 669,282.00 | 669,282.000 | -137,441.030 | -137,441.030 | 1.00 | -137,441.03 | |||
| 2052 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 62,132.00 | 62,132.000 | 72,825.120 | 72,825.120 | 1.00 | 72,825.12 | |||
| 2053 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,756.00 | 2,756.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 2054 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 26.44 | 317.28 | |||
| 2055 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 181.00 | 181.000 | 40.000 | 40.000 | 26.44 | 1,057.60 | |||
| 2056 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 331.00 | 331.000 | 281.000 | 281.000 | 26.44 | 7,429.64 | |||
| 2057 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 42,650.00 | 42,650.000 | 38,126.000 | 38,126.000 | 0.17 | 6,481.42 | |||
| 2058 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 113.66 | 568.30 | |||
| 2059 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 113.66 | 1,250.26 | |||
| 2060 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 113.66 | 113.66 | |||
| 2061 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 123.00 | 123.000 | 79.000 | 79.000 | 7.75 | 612.25 | |||
| 2062 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,823.00 | 2,823.000 | 2,323.150 | 2,323.150 | 1.29 | 2,996.86 | |||
| 2063 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 17.00 | 17.000 | 22.000 | 22.000 | 10.33 | 227.26 | |||
| 8001 | CHEMICAL FLOCCULATING AGENT Soda Ash | 24453EC | LB | 0.00 | 23,250.000 | 7,750.000 | 7,750.000 | 0.87 | 6,742.50 | |||
| 8002 | SETTLEMENT BASIN INITIAL TREATMENT | 24454EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,032.38 | 0.00 | |||
| 8003 | SETTLEMENT BASIN MAINTENANCE TREATMENT | 24455EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 842.94 | 0.00 | |||
| 8004 | CRUSHED AGGREGATE SIZE NO. 8 | 22769ED | TON | 0.00 | 200.000 | 158.220 | 158.220 | 30.00 | 4,746.60 | |||
| 8005 | REPAIR EXISTING CULVERT Plug Perforations in Riser Pipe at Sediment Basin | 21324ED | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,384.25 | 0.00 | |||
| 8006 | SETTLEMENT BASIN MAINTENANCE TREATMENT Revised For Prevailing Wage Requirements | 24455EC | EACH | 0.00 | 44.000 | 13.000 | 13.000 | 1,050.53 | 13,656.89 | |||
| 8007 | SETTLEMENT BASIN INITIAL TREATMENT Revised For Prevailing Wage Requirements | 24454EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,553.99 | 2,553.99 | |||
| 8008 | CONCRETE-CLASS B Used for Grout | 02555 | CUYD | 0.00 | 110.000 | 231.000 | 231.000 | 200.00 | 46,200.00 | |||
| 8009 | MOBILIZATION Special | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,034.25 | 1,034.25 | |||
| 8010 | FENCE GATE-16 FT | 22751NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 315.00 | 315.00 | |||
| 8011 | COST PLUS WORK Construction Entrances | 10080NSD | DOLL | 0.00 | 3,683.520 | 3,683.520 | 3,683.520 | 1.00 | 3,683.52 | |||
| 8015 | CRASH CUSHION TY VI-CT TL3 | 24041EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 25,578.55 | 0.00 | |||
| 8017 | COST PLUS WORK FLOOD CLEAN UP COST AND ADDITIONAL EROSION CONTROL WORK | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8020 | CRASH CUSHION TY VI-CT TL3 | 24041EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 26,857.48 | 26,857.48 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0003 DRAINAGE | |||||||
| 3001 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,990.00 | 1,990.000 | 2,046.000 | 2,046.000 | 73.00 | 149,358.00 | |||
| 3002 | STORM SEWER PIPE-18 IN | 00522 | LF | 706.00 | 706.000 | 712.000 | 712.000 | 73.00 | 51,976.00 | |||
| 3003 | STORM SEWER PIPE-24 IN | 00524 | LF | 484.00 | 484.000 | 618.000 | 618.000 | 97.00 | 59,946.00 | |||
| 3004 | STORM SEWER PIPE-30 IN | 00526 | LF | 79.00 | 79.000 | 55.000 | 55.000 | 110.00 | 6,050.00 | |||
| 3005 | CURB BOX INLET TYPE B-T | 01484 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 3006 | CULVERT PIPE-18 IN | 00462 | LF | 263.00 | 263.000 | 346.000 | 346.000 | 98.00 | 33,908.00 | |||
| 3007 | CULVERT PIPE-36 IN | 00468 | LF | 466.00 | 466.000 | 466.000 | 466.000 | 135.00 | 62,910.00 | |||
| 3008 | CULVERT PIPE-54 IN | 00471 | LF | 207.00 | 207.000 | 207.000 | 207.000 | 278.00 | 57,546.00 | |||
| 3009 | CULVERT PIPE-72 IN | 00474 | LF | 123.00 | 123.000 | 123.000 | 123.000 | 417.00 | 51,291.00 | |||
| 3010 | DROP BOX INLET TYPE 13GB | 01562 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 3,200.00 | 105,600.00 | |||
| 3011 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 2,100.00 | 14,700.00 | |||
| 3012 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 3013 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,600.00 | 4,600.00 | |||
| 3014 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,175.00 | 2,175.000 | 4,178.100 | 4,178.100 | 5.00 | 20,890.50 | |||
| 3015 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 7,500.00 | 97,500.00 | |||
| 3016 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,100.00 | 12,300.00 | |||
| 3017 | PERFORATED PIPE-4 IN | 01000 | LF | 1,693.00 | 1,693.000 | 1,861.000 | 1,861.000 | 16.00 | 29,776.00 | |||
| 3018 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 30.000 | 30.000 | 18.00 | 540.00 | |||
| 3019 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 520.00 | 1,560.00 | |||
| 3020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 3.000 | 3.000 | 270.00 | 810.00 | |||
| 3023 | CONCRETE-CLASS A | 08100 | CUYD | 48.70 | 48.700 | 40.900 | 40.900 | 1,050.00 | 42,945.00 | |||
| 3024 | STEEL REINFORCEMENT | 08150 | LB | 3,496.00 | 3,496.000 | 2,914.000 | 2,914.000 | 1.00 | 2,914.00 | |||
| 8016 | PERFORATED PIPE-8 IN | 01002 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8019 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0004 BRIDGE | |||||||
| 4001 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 770.00 | 770.000 | 982.130 | 982.130 | 14.00 | 13,749.82 | |||
| 4002 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 71,000.00 | 71,000.00 | |||
| 4003 | CONCRETE-CLASS A | 08100 | CUYD | 2,146.40 | 2,146.400 | 2,146.400 | 2,146.400 | 455.00 | 976,612.00 | |||
| 4004 | STEEL REINFORCEMENT | 08150 | LB | 401,013.00 | 401,013.000 | 401,013.000 | 401,013.000 | 1.00 | 401,013.00 | |||
| 8013 | COST PLUS WORK French Drain at Box Culvert Sta 5+450 | 10080NSD | DOLL | 0.00 | 2,599.700 | 2,599.700 | 2,599.700 | 1.00 | 2,599.70 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0005 SIGNALIZATION | |||||||
| 5001 | CONDUIT-1 1/4 IN | 04793 | LF | 74.00 | 74.000 | 30.000 | 30.000 | 8.16 | 244.80 | |||
| 5002 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 16.000 | 16.000 | 10.20 | 163.20 | |||
| 5003 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 5004 | TRENCHING AND BACKFILLING | 04820 | LF | 154.00 | 154.000 | 10.000 | 10.000 | 3.57 | 35.70 | |||
| 5005 | LOOP WIRE | 04830 | LF | 1,001.00 | 1,001.000 | 1,212.000 | 1,212.000 | 0.51 | 618.12 | |||
| 5006 | CABLE-NO. 14/5C | 04844 | LF | 1,167.00 | 1,167.000 | 1,240.000 | 1,240.000 | 1.28 | 1,587.20 | |||
| 5007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 287.00 | 287.000 | 325.000 | 325.000 | 1.28 | 416.00 | |||
| 5008 | MESSENGER-10800 LB | 04885 | LF | 433.00 | 433.000 | 428.000 | 428.000 | 4.08 | 1,746.24 | |||
| 5009 | LOOP SAW SLOT AND FILL | 04895 | LF | 388.00 | 388.000 | 432.000 | 432.000 | 10.20 | 4,406.40 | |||
| 5010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,357.14 | 2,357.14 | |||
| 5011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 510.21 | 2,040.84 | |||
| 5012 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 127.55 | 127.55 | |||
| 5013 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 306.12 | 0.00 | |||
| 5014 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 178.57 | 714.28 | |||
| 5015 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 214.29 | 428.58 | |||
| 5016 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 21.72 | 21.720 | 13.600 | 13.600 | 714.29 | 9,714.34 | |||
| 5017 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 714.29 | 714.29 | |||
| 5018 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 510.20 | 510.20 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0006 LIGHTING | |||||||
| 6001 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 28,192.97 | 225,543.76 | |||
| 6002 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,265.11 | 12,530.22 | |||
| 6003 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 1,038.96 | 44,675.28 | |||
| 6004 | CONDUIT-3 IN | 04797 | LF | 700.00 | 700.000 | 570.000 | 570.000 | 26.10 | 14,877.00 | |||
| 6005 | MARKER | 04800 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 99.20 | 1,388.80 | |||
| 6006 | TRENCHING AND BACKFILLING | 04820 | LF | 6,100.00 | 6,100.000 | 5,710.000 | 5,710.000 | 3.65 | 20,841.50 | |||
| 6007 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,100.00 | 1,100.000 | 828.000 | 828.000 | 3.13 | 2,591.64 | |||
| 6008 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 2,400.00 | 2,400.000 | 1,943.000 | 1,943.000 | 3.65 | 7,091.95 | |||
| 6009 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 3,400.00 | 3,400.000 | 3,091.000 | 3,091.000 | 5.22 | 16,135.02 | |||
| 6010 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 2,700.00 | 2,700.000 | 2,719.000 | 2,719.000 | 7.31 | 19,875.89 | |||
| 6011 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 730.93 | 5,116.51 | |||
| 6012 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,148.60 | 4,594.40 | |||
| 6013 | POLE BASE-HIGH MAST | 23161EN | CUYD | 78.15 | 78.150 | 56.290 | 56.290 | 835.35 | 47,021.85 | |||
| 8018 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0007 MOBILIZATION / DEMOBILIZATION | |||||||
| 7001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,400,000.00 | 1,400,000.00 | |||
| 7002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 450,000.00 | 112,500.00 | 112,500.00 | |
| Project | DE08000401115 | Fed/State Project Number | STPR 0401 (073) | Category | 0008 TRAINEES | |||||||
| 7003 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING TRUCK DRIVERS | 02742 | HOUR | 3,200.00 | 3,200.000 | 2,762.000 | 2,762.000 | 2.63 | 7,264.06 | |||
| SUBTOT | $112,500.00 |
$30,491,916.71 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2004-1-0I |
FENCE, WOVEN | LF |
16,122.00 | 0011 | $2.010000 | $32,405.22 | ||||||
6001-1-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0011 | $18066.590000 | $144,532.72 | ||||||
6003-1-0I |
TRAFFIC INCIDENTAL | EACH |
43.00 | 0011 | $713.960000 | $30,700.28 | ||||||
4004-1-0I |
STEEL REINUN 615GR60 | LB |
401,013.00 | 0019 | $0.458180 | $183,736.13 | ||||||
2023-1-0I |
GDRAIL GALV AW .109 | LF |
5,212.50 | 0072 | $9.281000 | $48,377.21 | ||||||
2024-1-0I |
GUARDRAIL END TR 1 | EACH |
3.00 | 0072 | $1330.000000 | $3,990.00 | ||||||
2028-1-0I |
GRDRAIL ACCESSORIES | EACH |
3.00 | 0072 | $26.600000 | $79.80 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
52,884.39 | 0024 | $0.458180 | $-24,230.57 | ||||||
6001-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0024 | $18066.590000 | $-90,332.95 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
62,471.71 | 0025 | $0.458180 | $-28,623.29 | ||||||
6003-1-0A |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0025 | $713.960000 | $-19,276.92 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
27,035.50 | 0026 | $0.458180 | $-12,387.12 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
59,247.86 | 0028 | $0.458180 | $-27,146.18 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
66,585.16 | 0029 | $0.458180 | $-30,507.99 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
65,276.94 | 0030 | $0.458180 | $-29,908.59 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
37,056.55 | 0031 | $0.458180 | $-16,978.57 | ||||||
4004-1-0A |
STEEL REINUN 615GR60 | LB |
30,454.89 | 0032 | $0.458180 | $-13,953.82 | ||||||
2004-1-0A |
FENCE, WOVEN | LF |
293.00 | 0045 | $2.010000 | $-588.93 | ||||||
2004-1-0A |
FENCE, WOVEN | LF |
1,224.00 | 0077 | $2.010000 | $-2,460.24 | ||||||
6001-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0083 | $18066.590000 | $-54,199.77 | ||||||
6003-1-0A |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0083 | $713.960000 | $-11,423.36 | ||||||
2004-10C |
FENCE, WOVEN | LF |
0.00 | 0086 | $2.010000 | $-29,356.05 | ||||||
2023-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0086 | $9.281000 | $-48,377.21 | ||||||
2024-10C |
GUARDRAIL END TR 1 | EACH |
0.00 | 0086 | $1330.000000 | $-3,990.00 | ||||||
2028-10C |
GRDRAIL ACCESSORIES | EACH |
0.00 | 0086 | $26.600000 | $-79.80 | ||||||
| SUBTOT | $0.00 |
|||||||||||