|
Report_Id: 121328 Est NO 0023 |
Date:08/05/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121328 | Estimate Number | 0023 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 07/13/2013 TO 07/26/2013 | ||||||
| Date Approved | 08/05/2013 | ||||||
| Primary Proj Number | DE04702511228 | ||||||
| Project No. | FD04 SSP 047 0251 001-003 | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | WIDENING MILES STREET (KY 251) | ||||||
| Description | EXTEND MILES STREET FROM PEAR ORCHARD ROAD TO NORTH OF RING ROAD | ||||||
| Date Let | 06/15/2012 | Formal Acceptance | |||||
| Date Awarded | 06/27/2012 | Date Work Began | 07/18/2012 | ||||
| Date Contract Executed | 07/16/2012 | Open To Traffic | |||||
| Date NTP Issued | 07/16/2012 | Actual Completion Date | |||||
| Current Contract Amount | $7,155,659.76 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,154,784.76 |
Total Earnings | $4,796,450.54 |
$4,388,599.33 |
$407,851.21 |
|
| Percent Complete | 67.03 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,359,209.22 |
Gross Earnings | $4,796,450.54 |
$4,388,599.33 |
$407,851.21 |
|
| Total Change Orders | $875.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,796,450.54 |
$4,388,599.33 |
$407,851.21 |
|||
| Contract Id | 121328 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0023 | Project Number | FD04 SSP 047 0251 001-003 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 07/13/2013 TO 07/26/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lot Pay Adjustment Override | Approved | 10/01/2012 | $0.00 | 0.0 | |||||
| 002 | Cored Hole/Drainage Pipe | Approved | 11/16/2012 | $875.00 | 0.0 | |||||
| 003 | Non Spec Material Override | Approved | 11/20/2012 | $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 | 121328 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04702511228 | ||||||
| Estimate Nbr | 0023 | Period | 07/13/2013 TO 07/26/2013 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE04702511228 | Fed/State Project Number | FD04 SSP 047 0251 001-003 | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,144.00 | 5,144.000 | 1,077.690 | 6,173.930 | 7,251.620 | 16.10 | 17,350.80 | 116,751.08 | |
| 1002 | PLUG PIPE | 01314 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1003 | STANDARD CURB AND GUTTER | 01810 | LF | 16,015.00 | 16,015.000 | 25.000 | 9,220.500 | 9,245.500 | 13.00 | 325.00 | 120,191.50 | |
| 1004 | ROLLED CURB AND GUTTER | 20914ED | LF | 499.00 | 499.000 | 19.000 | 19.000 | 10.00 | 190.00 | |||
| 1005 | STANDARD HEADER CURB | 01875 | LF | 630.00 | 630.000 | 187.000 | 187.000 | 16.50 | 3,085.50 | |||
| 1006 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1007 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 56.00 | 56.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1008 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 1009 | REMOVE PAVEMENT | 02091 | SQYD | 1,765.00 | 1,765.000 | 269.000 | 124.220 | 393.220 | 4.45 | 1,197.05 | 1,749.82 | |
| 1010 | PAVED DITCH TYPE 1 | 02157 | SQYD | 503.00 | 503.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1011 | TEMP DITCH | 02159 | LF | 9,354.00 | 9,354.000 | 440.000 | 440.000 | 0.55 | 242.00 | |||
| 1012 | ROADWAY EXCAVATION | 02200 | CUYD | 31,411.00 | 31,411.000 | 4,416.320 | 29,935.340 | 34,351.660 | 20.00 | 88,326.40 | 687,033.20 | |
| 1013 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 101.00 | 101.000 | 63.200 | 63.200 | 35.00 | 2,212.00 | |||
| 1014 | WATER | 02242 | MGAL | 2.00 | 2.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 1015 | REMOVE & RESET FENCE | 02267 | LF | 373.00 | 373.000 | 373.000 | 373.000 | 15.00 | 5,595.00 | |||
| 1016 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 116.00 | 116.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1017 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1018 | WITNESS POST | 02432 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1019 | CHANNEL LINING CLASS II | 02483 | TON | 50.00 | 50.000 | 48.420 | 48.420 | 54.60 | 2,643.73 | |||
| 1020 | CLEARING AND GRUBBING (13 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 49,138.98 | 49,138.98 | |||
| 1021 | CONCRETE-CLASS B | 02555 | CUYD | 68.00 | 68.000 | 53.800 | 53.800 | 650.00 | 34,970.00 | |||
| 1022 | SIGNS | 02562 | SQFT | 805.00 | 805.000 | 843.500 | 843.500 | 7.00 | 5,904.50 | |||
| 1023 | EDGE KEY | 02585 | LF | 305.00 | 305.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1024 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,586.00 | 10,586.000 | 1,530.000 | 12,479.670 | 14,009.670 | 2.00 | 3,060.00 | 28,019.34 | |
| 1025 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 59,700.00 | 59,700.000 | 135.040 | 24,103.590 | 24,238.630 | 2.00 | 270.08 | 48,477.26 | |
| 1026 | HANDRAIL-TYPE A | 02619 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1027 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.810 | 0.810 | 132,957.52 | 107,695.59 | |||
| 1028 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1029 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 640.00 | 640.000 | 0.000 | 0.000 | 17.45 | 0.00 | |||
| 1030 | SAFELOADING | 02690 | CUYD | 116.00 | 116.000 | 114.300 | 114.300 | 200.00 | 22,860.00 | |||
| 1031 | TEMP SILT FENCE | 02701 | LF | 9,354.00 | 9,354.000 | 123.000 | 123.000 | 3.00 | 369.00 | |||
| 1032 | SILT TRAP TYPE B | 02704 | EACH | 154.00 | 154.000 | 94.000 | 94.000 | 53.45 | 5,024.30 | |||
| 1033 | SILT TRAP TYPE C | 02705 | EACH | 165.00 | 165.000 | 132.000 | 132.000 | 51.30 | 6,771.60 | |||
| 1034 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 462.00 | 462.000 | 25.000 | 25.000 | 0.01 | 0.25 | |||
| 1035 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 495.00 | 495.000 | 13.000 | 13.000 | 0.01 | 0.13 | |||
| 1036 | CLEAN TEMP SILT FENCE | 02709 | LF | 28,062.00 | 28,062.000 | 100.000 | 100.000 | 0.01 | 1.00 | |||
| 1037 | TEMP STRAW BALE SILT FENCE | 23788EC | LF | 4,447.00 | 4,447.000 | 2,987.000 | 2,987.000 | 3.75 | 11,201.25 | |||
| 1038 | CLEAN TEMP STRAW BALE SILT FENCE | 23789EC | LF | 8,894.00 | 8,894.000 | 42.000 | 42.000 | 0.01 | 0.42 | |||
| 1039 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 8,804.00 | 8,804.000 | 1,099.150 | 3,010.160 | 4,109.310 | 27.00 | 29,677.05 | 110,951.37 | |
| 1040 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.810 | 0.810 | 87,870.35 | 71,174.98 | |||
| 1041 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,791.00 | 2,791.000 | 300.000 | 300.000 | 1.10 | 330.00 | |||
| 1042 | TEMP MULCH | 05952 | SQYD | 181,751.00 | 181,751.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 1043 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 181,751.00 | 181,751.000 | 59,339.680 | 59,339.680 | 0.14 | 8,307.55 | |||
| 1044 | TOPDRESSING FERTILIZER | 05966 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 1045 | SEEDING AND PROTECTION | 05985 | SQYD | 29,593.00 | 29,593.000 | 5,978.820 | 5,978.820 | 0.38 | 2,271.95 | |||
| 1046 | SODDING | 05990 | SQYD | 17,918.00 | 17,918.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1047 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 37,437.00 | 37,437.000 | 42,997.000 | 42,997.000 | 0.13 | 5,589.61 | |||
| 1048 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 39,073.00 | 39,073.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 1049 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,433.00 | 2,433.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 1050 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1051 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.33 | 0.00 | |||
| 1052 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.33 | 0.00 | |||
| 1053 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 8.45 | 0.00 | |||
| 1054 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 1055 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1056 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 379.00 | 379.000 | 0.000 | 0.000 | 18.95 | 0.00 | |||
| 1057 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 441.00 | 441.000 | 0.000 | 0.000 | 18.95 | 0.00 | |||
| 1058 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 252.00 | 252.000 | 0.000 | 0.000 | 2.99 | 0.00 | |||
| 1059 | FUEL ADJUSTMENT | 10020NS | DOLL | 63,439.00 | 63,439.000 | 11,406.690 | 11,406.690 | 1.00 | 11,406.69 | |||
| 1060 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 90,760.00 | 90,760.000 | -980.420 | -980.420 | 1.00 | -980.42 | |||
| 1061 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 850.00 | 850.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 1062 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 1,538.00 | 1,538.000 | 1,438.500 | 1,438.500 | 6.50 | 9,350.25 | |||
| 1063 | REMOVE AND RECONSTRUCT ISLAND | 23790EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1064 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 180.00 | 180.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1065 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 1,110.59 | 0.00 | |||
| 1066 | FILL AND CAP INLET | 01717 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 1067 | FILL AND CAP MANHOLE | 01786 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 890.00 | 5,340.00 | |||
| 1068 | BORE & JACK PIPE (ADDED: 6-11-12) | 20211ES706 | LF | 93.00 | 93.000 | 83.000 | 83.000 | 330.20 | 27,406.60 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,499.180 | -1,499.180 | 1.00 | -1,499.18 | |||
| 8003 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -2,070.630 | -2,070.630 | 1.00 | -2,070.63 | |||
| Project | DE04702511228 | Fed/State Project Number | FD04 SSP 047 0251 001-003 | Category | 0002 DRAINAGE | |||||||
| 2001 | ENTRANCE PIPE-15 IN | 00440 | LF | 78.00 | 78.000 | 40.000 | 41.000 | 81.000 | 37.23 | 1,489.20 | 3,015.63 | |
| 2002 | CULVERT PIPE-36 IN | 00468 | LF | 217.00 | 217.000 | 175.000 | 175.000 | 102.35 | 17,911.25 | |||
| 2003 | CULVERT PIPE-42 IN | 00469 | LF | 289.00 | 289.000 | 291.000 | 291.000 | 148.76 | 43,289.16 | |||
| 2004 | STORM SEWER PIPE-12 IN | 00520 | LF | 190.00 | 190.000 | 192.330 | 192.330 | 38.38 | 7,381.62 | |||
| 2005 | STORM SEWER PIPE-15 IN | 00521 | LF | 6,514.00 | 6,514.000 | 108.500 | 6,287.380 | 6,395.880 | 31.75 | 3,444.87 | 203,069.19 | |
| 2006 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,741.00 | 4,741.000 | 4,651.500 | 4,651.500 | 35.75 | 166,291.12 | |||
| 2007 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,429.00 | 1,429.000 | 1,421.500 | 1,421.500 | 43.67 | 62,076.90 | |||
| 2008 | STORM SEWER PIPE-24 IN EQUIV | 00554 | LF | 317.00 | 317.000 | 328.000 | 328.000 | 62.85 | 20,614.80 | |||
| 2009 | STORM SEWER PIPE-30 IN | 00526 | LF | 971.00 | 971.000 | 970.000 | 970.000 | 55.48 | 53,815.60 | |||
| 2010 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 272.00 | 272.000 | 337.500 | 337.500 | 88.96 | 30,024.00 | |||
| 2011 | STORM SEWER PIPE-36 IN | 00528 | LF | 887.00 | 887.000 | 874.000 | 874.000 | 76.70 | 67,035.80 | |||
| 2012 | STORM SEWER PIPE-42 IN | 00529 | LF | 273.00 | 273.000 | 269.830 | 269.830 | 153.16 | 41,327.16 | |||
| 2013 | STORM SEWER PIPE-42 IN EQUIV | 00559 | LF | 235.00 | 235.000 | 222.000 | 222.000 | 112.21 | 24,910.62 | |||
| 2014 | STORM SEWER PIPE-48 IN | 00530 | LF | 776.00 | 776.000 | 798.250 | 798.250 | 113.39 | 90,513.56 | |||
| 2015 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 625.00 | 625.000 | 111.500 | 481.000 | 592.500 | 115.00 | 12,822.50 | 68,137.50 | |
| 2016 | SEWER PIPE-8 IN | 01052 | LF | 119.00 | 119.000 | 104.000 | 104.000 | 86.51 | 8,997.04 | |||
| 2017 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 2018 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,225.00 | 4,450.00 | |||
| 2019 | CURB BOX INLET TYPE A | 01456 | EACH | 111.00 | 111.000 | 2.000 | 77.000 | 79.000 | 3,400.00 | 6,800.00 | 268,600.00 | |
| 2020 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 2.500 | 2.500 | 2,850.00 | 7,125.00 | |||
| 2021 | DROP BOX INLET TYPE 3 | 01496 | EACH | 28.00 | 28.000 | 1.000 | 23.000 | 24.000 | 3,000.00 | 3,000.00 | 72,000.00 | |
| 2022 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| 2023 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 4.500 | 4.500 | 1,800.00 | 8,100.00 | |||
| 2024 | DROP BOX INLET TYPE 12A | 01550 | LF | 113.00 | 113.000 | 73.500 | 73.500 | 230.00 | 16,905.00 | |||
| 2025 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 2,500.00 | 3,750.00 | |||
| 2026 | DROP BOX INLET TYPE 13S | 01568 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,500.00 | 20,000.00 | |||
| 2027 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1,600.00 | 800.00 | |||
| 2028 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2029 | DROP BOX INLET TYPE 16S | 01587 | EACH | 2.00 | 2.000 | 0.500 | 0.500 | 3,000.00 | 1,500.00 | |||
| 2030 | JUNCTION BOX | 01650 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 2031 | MANHOLE TYPE A | 01756 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,950.00 | 11,700.00 | |||
| 2032 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
| 2033 | STORM SEWER PIPE-48 IN EQUIV | 00560 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 152.14 | 7,607.00 | |||
| 2034 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 2035 | STEEL ENCASEMENT PIPE-30 IN | 23699EC | LF | 93.00 | 93.000 | 83.000 | 83.000 | 149.52 | 12,410.16 | |||
| 2036 | CONCRETE-CLASS A | 08100 | CUYD | 40.24 | 40.240 | 1.350 | 37.420 | 38.770 | 790.00 | 1,066.50 | 30,628.30 | |
| 2037 | STEEL REINFORCEMENT | 08150 | LB | 2,367.00 | 2,367.000 | 8.000 | 2,008.000 | 2,016.000 | 1.10 | 8.80 | 2,217.60 | |
| 2038 | SANITARY SEWER CLEANOUT-2 WAY | 20426EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 534.00 | 534.00 | |||
| 2039 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 8,581.00 | 8,581.000 | 3,621.000 | 3,621.000 | 4.50 | 16,294.50 | |||
| 2040 | JUNCTION BOX B(1) | 01650 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,960.00 | 3,920.00 | |||
| 2041 | JUNCTION BOX B(2) | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 8001 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 475.00 | 475.00 | |||
| 8002 | SEWER PIPE-4 IN | 01050 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 8004 | CONNECT STORM LATERAL TO STORM SEWER | 23795EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,122.34 | 0.00 | |||
| Project | DE04702511228 | Fed/State Project Number | FD04 SSP 047 0251 001-003 | Category | 0003 PAVING | |||||||
| 3001 | DGA BASE | 00001 | TON | 2,721.00 | 2,721.000 | 197.350 | 2,571.210 | 2,768.560 | 18.00 | 3,552.30 | 49,834.08 | |
| 3002 | CRUSHED STONE BASE | 00003 | TON | 18,672.00 | 18,672.000 | 2,094.270 | 20,373.860 | 22,468.130 | 14.95 | 31,309.33 | 335,898.54 | |
| 3003 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 14.95 | 0.00 | |||
| 3004 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,141.00 | 5,141.000 | 2,800.530 | 2,800.530 | 57.50 | 161,030.47 | |||
| 3005 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 32,272.00 | 32,272.000 | 3,729.170 | 12,741.320 | 16,470.490 | 49.85 | 185,899.12 | 821,053.92 | |
| 3006 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,401.00 | 5,401.000 | 55.570 | 0.000 | 55.570 | 61.30 | 3,406.44 | 3,406.44 | |
| 3007 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 4,498.00 | 4,498.000 | 353.470 | 2,732.960 | 3,086.430 | 42.00 | 14,845.74 | 129,630.06 | |
| Project | DE04702511228 | Fed/State Project Number | FD04 SSP 047 0251 001-003 | Category | 0004 MOBILIZATION / DEMOBILIZATION | |||||||
| 4001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 323,221.00 | 323,221.00 | |||
| 4002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 98,771.00 | 0.00 | |||
| Project | DE04702511228 | Fed/State Project Number | FD04 SSP 047 0251 001-003 | Category | 0005 SIGNALIZATION | |||||||
| 5001 | CONDUIT-1 1/4 IN | 04793 | LF | 700.00 | 700.000 | 204.000 | 204.000 | 6.00 | 1,224.00 | |||
| 5002 | CONDUIT-2 IN | 04795 | LF | 1,229.00 | 1,229.000 | 200.000 | 200.000 | 8.00 | 1,600.00 | |||
| 5003 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 12.00 | 12.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 5004 | TRENCHING AND BACKFILLING | 04820 | LF | 1,664.00 | 1,664.000 | 450.000 | 450.000 | 3.50 | 1,575.00 | |||
| 5005 | LOOP WIRE | 04830 | LF | 6,398.00 | 6,398.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 5006 | CABLE-NO. 14/5C | 04844 | LF | 4,035.00 | 4,035.000 | 4,090.000 | 4,090.000 | 1.25 | 5,112.50 | |||
| 5007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 10,484.00 | 10,484.000 | 3,370.000 | 3,370.000 | 1.25 | 4,212.50 | |||
| 5008 | MESSENGER-15400 LB | 04886 | LF | 660.00 | 660.000 | 664.000 | 664.000 | 3.50 | 2,324.00 | |||
| 5009 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,104.00 | 2,104.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 5010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 5011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 5012 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 210.00 | 2,520.00 | |||
| 5013 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 210.00 | 420.00 | |||
| 5014 | BORE AND JACK CONDUIT | 21543EN | LF | 191.00 | 191.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 5015 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 5016 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 21.72 | 21.720 | 21.720 | 21.720 | 700.00 | 15,204.00 | |||
| 5017 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 5018 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 5019 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| SUBTOT | $407,851.20 |
$4,796,450.34 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
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| SUBTOT | $0.00 |
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