|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/27/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091312 | Estimate Number | 0029 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Vint, Randi L. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/01/2012 TO 04/15/2013 | ||||||
| Date Approved | 06/26/2013 | ||||||
| Primary Proj Number | DE03419270912 | ||||||
| Project No. | ARRA 8591 (002) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | LIBERTY-TODDS ROAD/CADENTOWN BYPASS (KY 1927) | ||||||
| Description | RECONSTRUCT FROM 400 FEET NORTHWEST OF MAN O WAR-TODDS ROAD INTERSECTION TO FOREST HILL DRIVE | ||||||
| Date Let | 11/20/2009 | Formal Acceptance | 04/12/2012 | ||||
| Date Awarded | 12/01/2009 | Date Work Began | 03/22/2010 | ||||
| Date Contract Executed | 12/10/2009 | Open To Traffic | 10/07/2010 | ||||
| Date NTP Issued | 12/10/2009 | Actual Completion Date | 10/07/2010 | ||||
| Current Contract Amount | $3,133,871.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,974,625.14 |
Total Earnings | $3,071,078.10 |
$3,047,055.42 |
$24,022.68 |
|
| Percent Complete | 98.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $62,793.49 |
Gross Earnings | $3,071,078.10 |
$3,047,055.42 |
$24,022.68 |
|
| Total Change Orders | $159,246.45 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,071,078.10 |
$3,047,055.42 |
$24,022.68 |
|||
| Contract Id | 091312 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0029 | Project Number | ARRA 8591 (002) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/01/2012 TO 04/15/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 66" Culvert Repair | Approved | 06/14/2010 | $4,519.13 | 0.0 | |||||
| 002 | Traffic Signal Pole Base Installation | Approved | 06/15/2010 | $15,937.50 | 0.0 | |||||
| 003 | Man O War & Liberty Road Intersection Milling & Paving | Approved | 12/21/2010 | $52,640.05 | 6.0 | |||||
| 004 | Liberty Rd./Old Todds Rd. Traffic Signal | Approved | 05/11/2011 | $65,415.70 | 7.0 | |||||
| 005 | Privacy Fence Replacement | Approved | 05/11/2011 | $18,421.19 | 9.0 | |||||
| 006 | Weep Hole Installation | Approved | 04/12/2012 | $2,312.88 | 1.0 | |||||
| 007 | Non Spec Material Override | Approved | 01/14/2013 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 091312 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE03419270912 | |||||||
| Estimate Nbr | 0029 | Period | 11/01/2012 TO 04/15/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (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 | |
| 1000 | DGA BASE | 00001 | TON | 13,396.70 | 13,396.700 | 17,008.860 | 17,008.860 | 23.17 | 394,095.28 | |||
| 1001 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,768.60 | 6,768.600 | 6,747.050 | 6,747.050 | 65.32 | 440,717.30 | |||
| 1002 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,524.90 | 1,524.900 | 1,144.240 | 1,144.240 | 64.91 | 74,272.61 | |||
| 1003 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,981.60 | 1,981.600 | 2,394.950 | 2,394.950 | 72.82 | 174,400.25 | |||
| 1004 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 553.20 | 913.200 | 904.520 | 904.520 | 76.28 | 68,996.78 | |||
| 1005 | JPC PAVEMENT-10 IN | 02069 | SQYD | 2,321.40 | 2,321.400 | 2,315.120 | 2,315.120 | 47.90 | 110,894.24 | |||
| 1006 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 35.80 | 35.800 | 35.800 | 35.800 | 62.64 | 2,242.51 | |||
| 1007 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1008 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 355.90 | 580.900 | 576.980 | 576.980 | 29.73 | 17,153.61 | |||
| 8007 | WOOD PLANK FENCE 4 FT PICKET FENCE | 22000ED | LF | 0.00 | 29.000 | 29.000 | 29.000 | 38.81 | 1,125.49 | |||
| 8008 | WOOD PLANK FENCE 8 FT PRIVACY FENCE | 22000ED | LF | 0.00 | 105.000 | 108.000 | 108.000 | 49.74 | 5,371.92 | |||
| 8009 | WOOD PLANK FENCE 4 BOARD PLANK FENCE | 22000ED | LF | 0.00 | 57.000 | 57.000 | 57.000 | 17.19 | 979.83 | |||
| 8010 | WOOD PLANK FENCE 6 FT PRIVACY FENCE | 22000ED | LF | 0.00 | 216.000 | 208.000 | 208.000 | 41.42 | 8,615.36 | |||
| 8015 | WOOD PLANK FENCE 4 FT WIDE PEDESTRIAN PRIVACY GATE | 22000ED | LF | 0.00 | 1.000 | 1.000 | 1.000 | 918.05 | 918.05 | |||
| 8021 | SEAL COATING THOMPSON'S WATER SEAL | 23957EX | SQYD | 0.00 | 74.000 | 72.670 | 72.670 | 16.60 | 1,206.32 | |||
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (002) | Category | 2000 ROADWAY | |||||||
| 2000 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 324.00 | 324.00 | |||
| 2002 | STANDARD CURB AND GUTTER | 01810 | LF | 8,414.70 | 8,414.700 | 8,164.000 | 8,164.000 | 13.55 | 110,622.20 | |||
| 2004 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 14.60 | 14.600 | 14.600 | 14.600 | 54.00 | 788.40 | |||
| 2006 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 217.08 | 1,736.64 | |||
| 2008 | PAVED DITCH TYPE 1 | 02157 | SQYD | 68.60 | 68.600 | 78.240 | 78.240 | 64.80 | 5,069.95 | |||
| 2010 | TEMP DITCH | 02159 | LF | 9,340.00 | 9,340.000 | 231.000 | 231.000 | 1.27 | 293.37 | |||
| 2012 | ROADWAY EXCAVATION (REVISED: 11-18-09) | 02200 | CUYD | 25,468.00 | 25,468.000 | 25,468.400 | 25,468.400 | 15.06 | 383,554.10 | |||
| 2014 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 61.00 | 61.000 | 192.300 | 192.300 | 54.00 | 10,384.20 | |||
| 2015 | WATER | 02242 | MGAL | 442.00 | 442.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| 2016 | REMOVE FENCE | 02265 | LF | 885.00 | 885.000 | 1,050.000 | 1,050.000 | 1.77 | 1,858.50 | |||
| 2017 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 71.80 | 718.00 | |||
| 2018 | CHANNEL LINING CLASS II | 02483 | TON | 198.00 | 198.000 | 246.900 | 246.900 | 30.24 | 7,466.25 | |||
| 2019 | CLEARING AND GRUBBING (13.54 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,100.00 | 8,100.00 | |||
| 2020 | CONCRETE-CLASS B | 02555 | CUYD | 175.60 | 175.600 | 175.600 | 175.600 | 239.18 | 42,000.00 | |||
| 2021 | SIGNS | 02562 | SQFT | 1,603.75 | 1,603.750 | 750.500 | 750.500 | 9.72 | 7,294.86 | |||
| 2022 | EDGE KEY | 02585 | LF | 281.20 | 281.200 | 29.000 | 29.000 | 16.30 | 472.70 | |||
| 2023 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 38,915.00 | 38,915.000 | 44,349.200 | 44,349.200 | 1.53 | 67,854.27 | |||
| 2024 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,762.00 | 3,762.000 | 5,602.260 | 5,602.260 | 2.00 | 11,204.52 | |||
| 2025 | HANDRAIL-TYPE A-1 | 02611 | LF | 190.00 | 190.000 | 190.000 | 190.000 | 80.00 | 15,200.00 | |||
| 2026 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,031.60 | 17,031.60 | |||
| 2027 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,678.00 | 24,678.00 | |||
| 2028 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,240.00 | 12,960.00 | |||
| 2029 | SAFELOADING | 02690 | CUYD | 6.90 | 51.900 | 51.900 | 51.900 | 216.00 | 11,210.40 | |||
| 2030 | TEMP SILT FENCE | 02701 | LF | 9,340.00 | 9,340.000 | 1,086.000 | 1,086.000 | 2.16 | 2,345.76 | |||
| 2031 | SILT TRAP TYPE A | 02703 | EACH | 98.00 | 98.000 | 1.000 | 1.000 | 151.20 | 151.20 | |||
| 2032 | SILT TRAP TYPE B | 02704 | EACH | 98.00 | 98.000 | 19.000 | 19.000 | 172.80 | 3,283.20 | |||
| 2033 | SILT TRAP TYPE C | 02705 | EACH | 120.00 | 120.000 | 46.000 | 46.000 | 135.00 | 6,210.00 | |||
| 2034 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 294.00 | 294.000 | 0.000 | 0.000 | 32.40 | 0.00 | |||
| 2035 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 294.00 | 294.000 | 5.000 | 5.000 | 32.40 | 162.00 | |||
| 2036 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 360.00 | 360.000 | 7.000 | 7.000 | 17.28 | 120.96 | |||
| 2037 | CLEAN TEMP SILT FENCE | 02709 | LF | 9,340.00 | 9,340.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 2038 | SIDEWALK-4 1/2 INCH CONCRETE | 02719 | SQYD | 3,429.90 | 3,429.900 | 3,363.540 | 3,363.540 | 31.13 | 104,707.00 | |||
| 2039 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,960.00 | 12,960.00 | |||
| 2040 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 864.00 | 1,728.00 | |||
| 2041 | CONDUIT-2 IN | 04795 | LF | 6,155.00 | 6,155.000 | 6,479.000 | 6,479.000 | 5.10 | 33,042.90 | |||
| 2042 | TRENCHING AND BACKFILLING | 04820 | LF | 6,157.00 | 6,157.000 | 6,070.000 | 6,070.000 | 3.00 | 18,210.00 | |||
| 2043 | OPEN CUT ROADWAY | 04821 | LF | 46.00 | 46.000 | 50.000 | 50.000 | 55.00 | 2,750.00 | |||
| 2044 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,558.00 | 1,558.000 | 2,582.330 | 2,582.330 | 1.75 | 4,519.07 | |||
| 2045 | TEMP MULCH | 05952 | SQYD | 67,760.00 | 67,760.000 | 974.000 | 974.000 | 0.14 | 136.36 | |||
| 2046 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,880.00 | 1,880.000 | 5,026.120 | 5,026.120 | 0.20 | 1,005.22 | |||
| 2047 | TOPDRESSING FERTILIZER | 05966 | TON | 5.30 | 5.300 | 1.400 | 1.400 | 725.00 | 1,015.00 | |||
| 2048 | SEEDING AND PROTECTION | 05985 | SQYD | 37,600.00 | 37,600.000 | 17,515.880 | 17,515.880 | 0.28 | 4,904.44 | |||
| 2049 | SODDING | 05990 | SQYD | 4,608.40 | 4,608.400 | 5,188.030 | 5,188.030 | 3.00 | 15,564.09 | |||
| 2050 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 24,484.00 | 24,484.000 | 23,146.400 | 23,146.400 | 0.24 | 5,555.13 | |||
| 2051 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 24,484.00 | 24,484.000 | 7,321.000 | 7,321.000 | 0.55 | 4,026.55 | |||
| 2052 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 1,761.000 | 1,761.000 | 1.45 | 2,553.45 | |||
| 2053 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 166.00 | 166.000 | 367.000 | 367.000 | 26.50 | 9,725.50 | |||
| 2054 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 161.00 | 161.000 | 105.000 | 105.000 | 26.50 | 2,782.50 | |||
| 2055 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 268.00 | 268.000 | 160.000 | 160.000 | 26.50 | 4,240.00 | |||
| 2056 | CONCRETE-CLASS A | 08100 | CUYD | 74.60 | 74.600 | 52.880 | 52.880 | 756.00 | 39,977.28 | |||
| 2057 | FUEL ADJUSTMENT | 10020NS | DOLL | 12,722.00 | 12,722.000 | 117.200 | 1,651.060 | 1,768.260 | 1.00 | 117.20 | 1,768.26 | |
| 2058 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 18,409.00 | 18,409.000 | -10,697.760 | 38,681.610 | 27,983.850 | 1.00 | -10,697.76 | 27,983.85 | |
| 2060 | TREE (3 FT - 4 FT - LAUREL CHERRY) | 20000ES724 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 85.00 | 510.00 | |||
| 2061 | TREE (5 FT - 6 FT - YELLOWWOOD) | 20000ES724 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 95.00 | 665.00 | |||
| 2062 | TREE (2 IN CAL - WHITEOAK) | 20000ES724 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 145.00 | 1,015.00 | |||
| 2063 | TREE (2 IN CAL - OAK VARIETY) | 20000ES724 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 145.00 | 3,625.00 | |||
| 2064 | SAW CUT | 20430ED | LF | 1,177.00 | 1,177.000 | 1,297.000 | 1,297.000 | 2.70 | 3,501.90 | |||
| 2065 | CHAIN LINK FENCE FOR HEADWALL-3.5 FT | 23122EN | LF | 109.00 | 109.000 | 104.070 | 104.070 | 18.90 | 1,966.92 | |||
| 2066 | WOOD PLANK FENCE | 22000ED | LF | 885.00 | 885.000 | 868.000 | 868.000 | 14.95 | 12,976.60 | |||
| 2067 | RESET MONUMENT | 23123NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 432.00 | 432.00 | |||
| 2068 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 57.85 | 578.50 | |||
| 2071 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 31,418.00 | 33,018.000 | 37,867.500 | 37,867.500 | 0.22 | 8,330.85 | |||
| 2072 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 815.00 | 815.000 | 2,217.000 | 2,217.000 | 3.25 | 7,205.25 | |||
| 2073 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 303.00 | 303.000 | 425.000 | 425.000 | 9.75 | 4,143.75 | |||
| 2074 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,480.00 | 1,480.000 | 520.000 | 520.000 | 1.75 | 910.00 | |||
| 2075 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 2076 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 40.00 | 44.000 | 52.000 | 52.000 | 125.00 | 6,500.00 | |||
| 2077 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 2078 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 23.00 | 23.000 | 21.000 | 21.000 | 185.00 | 3,885.00 | |||
| 2079 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 54.00 | 54.000 | 56.000 | 56.000 | 1.35 | 75.60 | |||
| 2080 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 4.000 | 5.000 | 5.000 | 175.00 | 875.00 | |||
| 7216 | GRANULAR EMBANKMENT (ADDED: 11-18-09) | 02223 | CUYD | 205.00 | 205.000 | 0.000 | 0.000 | 32.40 | 0.00 | |||
| 8002 | FIBER OPTIC CABLE Remove and reset existing fiber optic line | 21077ED | LF | 0.00 | 946.000 | 946.000 | 946.000 | 8.00 | 7,568.00 | |||
| 8013 | REMOVE AND REPLACE CURB AND GUTTER REMOVE/REPLACE CURB AND GUTTER | 21932EN | LF | 0.00 | 82.000 | 43.000 | 43.000 | 28.00 | 1,204.00 | |||
| 8014 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 0.00 | 32.200 | 22.800 | 22.800 | 15.00 | 342.00 | |||
| 8016 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1.760 | 0.000 | -1.760 | 1.00 | -1.76 | -1.76 | |
| 8020 | SIDEWALK-4 1/2 INCH CONCRETE REPLACE 4 1/2 INCH CONCRETE SIDEWALK | 02719 | SQYD | 0.00 | 67.500 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (002) | Category | 3000 DRAINAGE | |||||||
| 3000 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,820.00 | 1,820.000 | 1,726.000 | 1,726.000 | 55.08 | 95,068.08 | |||
| 3001 | STORM SEWER PIPE-18 IN | 00522 | LF | 750.00 | 750.000 | 750.000 | 750.000 | 65.88 | 49,410.00 | |||
| 3002 | STORM SEWER PIPE-24 IN | 00524 | LF | 749.00 | 749.000 | 751.000 | 751.000 | 77.76 | 58,397.76 | |||
| 3003 | STORM SEWER PIPE-42 IN | 00529 | LF | 49.00 | 49.000 | 49.000 | 49.000 | 92.88 | 4,551.12 | |||
| 3004 | CULVERT PIPE-66 IN | 00473 | LF | 99.00 | 99.000 | 99.000 | 99.000 | 243.75 | 24,131.25 | |||
| 3005 | ENTRANCE PIPE-15 IN | 00440 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 34.56 | 2,384.64 | |||
| 3006 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,184.38 | 2,184.38 | |||
| 3007 | CURB BOX INLET TYPE A | 01456 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 3,769.52 | 113,085.60 | |||
| 3008 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,999.27 | 2,999.27 | |||
| 3009 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,383.31 | 22,149.93 | |||
| 3010 | MANHOLE TYPE C MOD | 01768 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,798.87 | 7,798.87 | |||
| 3012 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,761.32 | 2,761.32 | |||
| 3013 | STEEL REINFORCEMENT | 08150 | LB | 2,825.00 | 2,825.000 | 2,825.000 | 2,825.000 | 1.08 | 3,051.00 | |||
| 3014 | CONCRETE-CLASS A | 08100 | CUYD | 44.77 | 44.770 | 45.150 | 45.150 | 702.00 | 31,695.30 | |||
| 3015 | PERFORATED PIPE-4 IN | 01000 | LF | 232.00 | 232.000 | 202.000 | 202.000 | 8.00 | 1,616.00 | |||
| 3016 | PERFORATED PIPE-6 IN | 01001 | LF | 1,221.00 | 1,221.000 | 1,204.000 | 1,204.000 | 11.00 | 13,244.00 | |||
| 3017 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 73.00 | 73.000 | 37.000 | 37.000 | 20.00 | 740.00 | |||
| 3018 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 349.27 | 1,047.81 | |||
| 3019 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 349.27 | 1,047.81 | |||
| 8000 | EW~ 66" Culvert Pipe Band | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,519.13 | 4,519.13 | |||
| 8003 | COST PLUS WORK WEEP HOLE | 10080NSD | DOLL | 0.00 | 2,312.880 | 2,312.880 | 2,312.880 | 1.00 | 2,312.88 | |||
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (002) | Category | 7001 SIGNING | |||||||
| 7101 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 51.30 | 51.300 | 77.500 | 77.500 | 17.80 | 1,379.50 | |||
| 7102 | STEEL POST TYPE 2 | 06411 | LF | 96.90 | 96.900 | 160.000 | 160.000 | 8.30 | 1,328.00 | |||
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (002) | Category | 7002 SIGNALIZATION | |||||||
| 7200 | CONDUIT-1 1/4 IN | 04793 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 3.77 | 0.00 | |||
| 7201 | CONDUIT-2 IN | 04795 | LF | 55.00 | 655.000 | 391.500 | 391.500 | 5.10 | 1,996.65 | |||
| 7202 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 8.000 | 5.000 | 5.000 | 435.00 | 2,175.00 | |||
| 7203 | TRENCHING AND BACKFILLING | 04820 | LF | 75.00 | 650.000 | 350.000 | 350.000 | 3.00 | 1,050.00 | |||
| 7204 | CABLE-NO. 14/5C | 04844 | LF | 2,710.00 | 4,505.000 | 3,183.000 | 3,183.000 | 1.22 | 3,883.26 | |||
| 7205 | CABLE-NO. 14/7C | 04845 | LF | 1,530.00 | 2,440.000 | 2,837.000 | 2,837.000 | 1.22 | 3,461.14 | |||
| 7206 | MESSENGER-10800 LB | 04885 | LF | 550.00 | 950.000 | 1,012.000 | 1,012.000 | 2.92 | 2,955.04 | |||
| 7207 | PEDESTRIAN DETECTOR | 04900 | EACH | 8.00 | 14.000 | 12.000 | 12.000 | 201.00 | 2,412.00 | |||
| 7208 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 7209 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 7210 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 16.00 | 24.000 | 24.000 | 24.000 | 175.00 | 4,200.00 | |||
| 7211 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 210.00 | 1,260.00 | |||
| 7212 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 7213 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 7214 | PEDESTAL POST | 23051NN | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 675.00 | 675.00 | |||
| 7215 | INSTALL CONTROLLER CABINET | 23206EC | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 8001 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 0.00 | 39.250 | 47.040 | 47.040 | 750.00 | 35,280.00 | |||
| 8004 | LOOP WIRE | 04830 | LF | 0.00 | 2,240.000 | 2,442.000 | 2,442.000 | 0.45 | 1,098.90 | |||
| 8005 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 1,990.000 | 2,225.000 | 2,225.000 | 1.44 | 3,204.00 | |||
| 8006 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 1,060.000 | 878.000 | 878.000 | 11.50 | 10,097.00 | |||
| 8011 | INSTALL PEDESTRIAN HEAD-LED INSTALL PEDESTRIAN COUNTDOWN SIGNAL | 20093NS835 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 241.50 | 1,449.00 | |||
| 8012 | SIGNAL-4 SECTION 12 IN INSTALL LED SIGNAL - 4 SECTION | 04913 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 201.25 | 402.50 | |||
| 8017 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8018 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,600.00 | 4,600.00 | |||
| 8019 | DEMOBILIZATION | 02569 | LS | 0.00 | 1.000 | 0.750 | 0.250 | 1.000 | 1,140.00 | 855.00 | 1,140.00 | |
| Project | DE03419270912 | Fed/State Project Number | ARRA 8591 (002) | Category | 9000 MOBILIZATION / DEMOBILIZATION | |||||||
| 2069 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,087.00 | 57,087.00 | |||
| 2070 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 45,000.00 | 33,750.00 | 45,000.00 | |
| SUBTOT | $24,022.68 |
$3,071,078.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||