|
Report_Id: 101053 Est NO 0013 |
Date:07/12/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101053 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Taylor, Jonathan D. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 2 VC Code VC0000092418 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 06/16/2011 TO 06/30/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE00900681053 | ||||||
| Project No. | JL03 009 068X 000-003 | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | PARIS BYPASS(US 68) | ||||||
| Description | UPGRADE AND IMPROVE SECTIONS OF US-68 WHICH SHALL BE LIMITED TO SECTIONS WHICH HAVE EXISTING APPROVED ROW'S | ||||||
| Date Let | 10/22/2010 | Formal Acceptance | |||||
| Date Awarded | 11/08/2010 | Date Work Began | 11/24/2010 | ||||
| Date Contract Executed | 11/17/2010 | Open To Traffic | |||||
| Date NTP Issued | 11/17/2010 | Actual Completion Date | |||||
| Current Contract Amount | $13,495,847.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,488,098.86 |
Total Earnings | $2,797,403.32 |
$2,226,937.12 |
$570,466.20 |
|
| Percent Complete | 21.84 |
Stockpiled Materials | $150,420.63 |
$165,396.89 |
$-14,976.26 |
|
| Funds Available | $10,548,023.91 |
Gross Earnings | $2,947,823.95 |
$2,392,334.01 |
$555,489.94 |
|
| Total Change Orders | $7,749.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,947,823.95 |
$2,392,334.01 |
$555,489.94 |
|||
| Contract Id | 101053 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0013 | Project Number | JL03 009 068X 000-003 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 06/16/2011 TO 06/30/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Special Seeding Crown Vetch | Approved | 03/24/2011 | $7,749.00 | 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 | 101053 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE00900681053 | ||||||
| Estimate Nbr | 0013 | Period | 06/16/2011 TO 06/30/2011 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | 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 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 15,397.00 | 15,397.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 1002 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,810.00 | 2,810.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,584.00 | 6,584.000 | 0.000 | 0.000 | 57.01 | 0.00 | |||
| 1004 | CL3 ASPH BASE 1.00D PG64-22 3.5 INCH | 00214 | TON | 12,439.00 | 12,439.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1005 | CL3 ASPH BASE 1.00D PG64-22 2 INCH | 00214 | TON | 198.00 | 198.000 | 0.000 | 0.000 | 57.01 | 0.00 | |||
| 1006 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 32,706.00 | 32,706.000 | 4,573.250 | 278.250 | 4,851.500 | 59.95 | 274,166.33 | 290,847.42 | |
| 1007 | DRAINAGE BLANKET-TYPE II-ASPH 4 INCH | 00018 | TON | 13,556.00 | 13,556.000 | 3,382.720 | 0.000 | 3,382.720 | 38.00 | 128,543.36 | 128,543.36 | |
| 1008 | DRAINAGE BLANKET-TYPE II-ASPH 13 INCH | 00018 | TON | 22,450.00 | 22,450.000 | 1,378.210 | 0.000 | 1,378.210 | 38.00 | 52,371.98 | 52,371.98 | |
| 1009 | DGA BASE | 00001 | TON | 24,474.00 | 24,474.000 | 2,061.970 | 4,406.330 | 6,468.300 | 16.50 | 34,022.50 | 106,726.95 | |
| 1010 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 20.12 | 20.120 | 0.000 | 0.000 | 575.06 | 0.00 | |||
| 1011 | ASPHALT SEAL AGGREGATE | 00100 | TON | 167.60 | 167.600 | 0.000 | 0.000 | 90.01 | 0.00 | |||
| 1012 | LEVELING & WEDGING PG64-22 | 00190 | TON | 16,779.00 | 16,779.000 | 327.990 | 954.920 | 1,282.910 | 58.50 | 19,187.41 | 75,050.23 | |
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 2000 ROADWAY | |||||||
| 2001 | ROADWAY EXCAVATION | 02200 | CUYD | 171,295.00 | 171,295.000 | 1,154.000 | 66,872.330 | 68,026.330 | 10.25 | 11,828.50 | 697,269.88 | |
| 2002 | CLEARING AND GRUBBING (52 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 86,000.00 | 77,400.00 | |||
| 2003 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 122,412.57 | 30,603.14 | |||
| 2004 | SAW CUT | 20430ED | LF | 17,764.00 | 17,764.000 | 3,629.000 | 3,629.000 | 1.64 | 5,951.56 | |||
| 2005 | LIP CURB AND GUTTER | 01820 | LF | 21,841.00 | 21,841.000 | 1,335.080 | 0.000 | 1,335.080 | 13.50 | 18,023.58 | 18,023.58 | |
| 2006 | STANDARD CURB AND GUTTER | 01810 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 2007 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 472.00 | 472.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 2008 | WATER | 02242 | MGAL | 216.00 | 216.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 2009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,225.00 | 3,225.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 2010 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 462.50 | 462.500 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 2011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2012 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,100.21 | 0.00 | |||
| 2013 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 600.06 | 0.00 | |||
| 2014 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.21 | 0.00 | |||
| 2015 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,900.20 | 0.00 | |||
| 2016 | REMOVE GUARDRAIL | 02381 | LF | 7,158.25 | 7,158.250 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 2017 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,800.50 | 0.00 | |||
| 2018 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,200.54 | 0.00 | |||
| 2019 | PAVE STRIPE PERM-4 IN HD21-WHITE | 23665EN | LF | 104,440.00 | 104,440.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 2020 | PAVE STRIPE PERM-4 IN HD21-YELLOW | 23666EN | LF | 43,240.00 | 43,240.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 2021 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 5,820.00 | 5,820.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 2022 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 560.27 | 560.270 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 2023 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,053.00 | 1,053.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 2024 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 2025 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,592.00 | 1,592.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 2026 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 797.00 | 797.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 2027 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 195.02 | 0.00 | |||
| 2028 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 135.02 | 0.00 | |||
| 2029 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 76,300.00 | 76,300.000 | 313.000 | 17,927.000 | 18,240.000 | 0.24 | 75.12 | 4,377.60 | |
| 2030 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 610.00 | 610.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 2031 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 899.00 | 899.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 2032 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 298.00 | 298.000 | 153.000 | 153.000 | 6.00 | 918.00 | |||
| 2033 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,472.00 | 21,472.000 | 1,317.000 | 1,200.000 | 2,517.000 | 0.99 | 1,303.83 | 2,491.83 | |
| 2034 | SEEDING AND PROTECTION | 05985 | SQYD | 146,790.00 | 146,790.000 | 13,283.000 | 13,283.000 | 0.28 | 3,719.24 | |||
| 2035 | TOPDRESSING FERTILIZER | 05966 | TON | 7.60 | 7.600 | 0.000 | 0.000 | 675.07 | 0.00 | |||
| 2036 | SODDING | 05990 | SQYD | 22,000.00 | 22,000.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 2037 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 225,000.00 | 45,000.00 | |||
| 2038 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,700.49 | 0.00 | |||
| 2039 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,024.55 | 0.00 | |||
| 2040 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 13.000 | 13.000 | 210.03 | 2,730.39 | |||
| 2041 | RECONSTRUCT MANHOLE | 01789 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,031.78 | 0.00 | |||
| 2042 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 892.01 | 0.00 | |||
| 2043 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 825.35 | 0.00 | |||
| 2044 | EDGE KEY | 02585 | LF | 1,149.00 | 1,149.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2045 | GRANULAR PILE CORE | 20209EP69 | CUYD | 159.00 | 159.000 | 288.670 | 288.670 | 101.06 | 29,172.99 | |||
| 2048 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.300 | 0.300 | 119,803.74 | 35,941.12 | |||
| 2049 | FUEL ADJUSTMENT | 10020NS | DOLL | 109,514.00 | 109,514.000 | 10,979.000 | 10,979.000 | 1.00 | 10,979.00 | |||
| 2050 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 160,976.00 | 160,976.000 | 2,683.240 | 2,683.240 | 1.00 | 2,683.24 | |||
| 2051 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,432.00 | 1,432.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 2052 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,274.00 | 9,274.000 | 38.670 | 413.110 | 451.780 | 2.00 | 77.34 | 903.56 | |
| 2053 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 75.53 | 0.00 | |||
| 2054 | PERFORATED PIPE-8 IN | 01002 | LF | 352.00 | 352.000 | 200.000 | 200.000 | 19.58 | 3,916.00 | |||
| 2055 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 40.00 | 40.000 | 5.000 | 5.000 | 18.83 | 94.15 | |||
| 2056 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 395.64 | 0.00 | |||
| 2057 | PERF PIPE HEADWALL TY 3-8 IN | 01030 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 403.14 | 403.14 | |||
| 2058 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 444.65 | 444.65 | |||
| 2059 | HPS LUMINAIRE OFFSET | 04772 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.05 | 0.00 | |||
| 2060 | POLE 45 FT WOODEN | 04873 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,000.10 | 0.00 | |||
| 8000 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 28,700.000 | 517.000 | 914.000 | 1,431.000 | 0.27 | 139.59 | 386.37 | |
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 3000 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 31.20 | 1,872.00 | |||
| 3002 | STORM SEWER PIPE-15 IN | 00521 | LF | 414.50 | 414.500 | 98.000 | 98.000 | 70.38 | 6,897.24 | |||
| 3003 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 79.94 | 12,790.40 | |||
| 3004 | CULVERT PIPE-15 IN | 00461 | LF | 933.50 | 933.500 | 270.000 | 270.000 | 56.25 | 15,187.50 | |||
| 3005 | STORM SEWER PIPE-18 IN | 00522 | LF | 485.00 | 485.000 | 75.500 | 75.500 | 58.07 | 4,384.28 | |||
| 3006 | CULVERT PIPE-18 IN | 00462 | LF | 270.00 | 270.000 | 63.000 | 63.000 | 60.35 | 3,802.05 | |||
| 3007 | CULVERT PIPE-24 IN | 00464 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 63.61 | 8,332.91 | |||
| 3008 | CULVERT PIPE-30 IN | 00466 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 100.69 | 2,013.80 | |||
| 3009 | CULVERT PIPE-36 IN | 00468 | LF | 53.50 | 53.500 | 53.500 | 53.500 | 163.50 | 8,747.25 | |||
| 3010 | CULVERT PIPE-42 IN | 00469 | LF | 88.00 | 88.000 | 84.000 | 84.000 | 115.21 | 9,677.64 | |||
| 3011 | CULVERT PIPE-48 IN | 00470 | LF | 110.00 | 110.000 | 96.000 | 96.000 | 133.63 | 12,828.48 | |||
| 3012 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,266.64 | 5,066.56 | |||
| 3013 | CURB BOX INLET TYPE A | 01456 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,707.46 | 0.00 | |||
| 3014 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,801.12 | 0.00 | |||
| 3015 | CAP DROP BOX INLET | 01584 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 893.76 | 0.00 | |||
| 3016 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 3,196.90 | 3,196.90 | |||
| 3017 | DROP BOX INLET TYPE 13G | 01559 | EACH | 17.00 | 17.000 | 2.000 | 2.000 | 2,286.71 | 4,573.42 | |||
| 3018 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 3,509.66 | 1,754.83 | |||
| 3019 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,336.39 | 0.00 | |||
| 3020 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,245.24 | 0.00 | |||
| 3021 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 1,048.30 | 5,241.50 | |||
| 3022 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,073.30 | 2,146.60 | |||
| 3023 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,266.21 | 2,266.21 | |||
| 3024 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,989.19 | 2,989.19 | |||
| 3025 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,767.62 | 9,535.24 | |||
| 3026 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,891.59 | 11,674.77 | |||
| 3027 | METAL END SECTION TY 4-42 IN | 01416 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,273.77 | 5,273.77 | |||
| 3028 | METAL END SECTION TY 3-48 IN | 01397 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,761.14 | 4,761.14 | |||
| 3029 | CONCRETE-CLASS A | 08100 | CUYD | 46.63 | 46.630 | 33.160 | 33.160 | 305.81 | 10,140.65 | |||
| 3030 | STEEL REINFORCEMENT | 08150 | LB | 288.00 | 288.000 | 16.000 | 16.000 | 2.00 | 32.00 | |||
| 3031 | CHANNEL LINING CLASS II | 02483 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 36.86 | 0.00 | |||
| 3032 | REMOVE PIPE | 01310 | LF | 23.00 | 23.000 | 0.000 | 0.000 | 35.88 | 0.00 | |||
| 3098 | BORE & JACK PIPE | 20211ES706 | LF | 73.00 | 73.000 | 73.000 | 73.000 | 303.65 | 22,166.45 | |||
| 3099 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 66.00 | 66.000 | 66.000 | 66.000 | 331.69 | 21,891.54 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 4100 BRIDGE | |||||||
| 4101 | CONCRETE-CLASS A | 08100 | CUYD | 190.00 | 190.000 | 190.000 | 190.000 | 500.06 | 95,011.40 | |||
| 4102 | STEEL REINFORCEMENT | 08150 | LB | 22,578.00 | 22,578.000 | 22,578.000 | 22,578.000 | 0.78 | 17,610.84 | |||
| 4103 | FOUNDATION PREPARATION (US27/US68 - STATION 166+11.39) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,001.03 | 10,001.03 | |||
| 4104 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 79.00 | 79.000 | 69.050 | 69.050 | 425.04 | 29,349.01 | |||
| 4105 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.56 | 5,500.56 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 4200 BRIDGE | |||||||
| 4201 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 150.00 | 150.000 | 145.600 | 0.000 | 145.600 | 40.00 | 5,824.00 | 5,824.00 | |
| 4202 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,391.00 | 1,391.000 | 1,046.080 | 1,046.080 | 27.00 | 28,244.16 | |||
| 4203 | RAIL SYSTEM TYPE III | 21532ED | LF | 320.10 | 320.100 | 0.000 | 0.000 | 110.01 | 0.00 | |||
| 4204 | MASONRY COATING | 02998 | SQYD | 440.00 | 440.000 | 145.120 | 145.120 | 10.00 | 1,451.20 | |||
| 4205 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 68.00 | 68.000 | 41.300 | 41.300 | 425.05 | 17,554.56 | |||
| 4206 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 17.000 | 33.020 | 33.020 | 425.04 | 14,034.82 | |||
| 4207 | TEST PILES | 08033 | LF | 39.00 | 39.000 | 39.000 | 39.000 | 81.00 | 3,159.00 | |||
| 4208 | PILES-STEEL HP12X53 | 08046 | LF | 229.00 | 229.000 | 233.120 | 233.120 | 50.01 | 11,658.33 | |||
| 4209 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 180.02 | 1,440.16 | |||
| 4210 | CONCRETE-CLASS A | 08100 | CUYD | 177.10 | 177.100 | 180.960 | 180.960 | 500.06 | 90,490.85 | |||
| 4211 | CONCRETE-CLASS AA | 08104 | CUYD | 237.70 | 237.700 | 31.800 | 0.000 | 31.800 | 550.07 | 17,492.22 | 17,492.22 | |
| 4212 | STEEL REINFORCEMENT | 08150 | LB | 20,975.00 | 20,975.000 | 20,975.000 | 20,975.000 | 0.78 | 16,360.50 | |||
| 4213 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 69,246.00 | 69,246.000 | 9,263.000 | 14,214.000 | 23,477.000 | 0.80 | 7,410.40 | 18,781.60 | |
| 4214 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 79.50 | 79.500 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 4215 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 784.20 | 784.200 | 784.200 | 784.200 | 165.02 | 129,408.68 | |||
| 4216 | PRE-DRILLING FOR PILES | 08039 | LF | 78.00 | 78.000 | 80.000 | 80.000 | 105.01 | 8,400.80 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 4300 BRIDGE | |||||||
| 4301 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 138.60 | 138.600 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 4302 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,884.00 | 1,884.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 4303 | RAIL SYSTEM TYPE III | 21532ED | LF | 486.10 | 486.100 | 0.000 | 0.000 | 110.01 | 0.00 | |||
| 4304 | MASONRY COATING | 02998 | SQYD | 601.00 | 601.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 4305 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 141.00 | 141.000 | 0.000 | 0.000 | 425.05 | 0.00 | |||
| 4306 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 33.00 | 33.000 | 0.000 | 0.000 | 425.04 | 0.00 | |||
| 4307 | TEST PILES | 08033 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 4308 | PILES-STEEL HP12X53 | 08046 | LF | 317.00 | 317.000 | 0.000 | 0.000 | 50.01 | 0.00 | |||
| 4309 | PILE POINTS-12 IN | 08094 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 180.02 | 0.00 | |||
| 4310 | CONCRETE-CLASS A | 08100 | CUYD | 267.40 | 267.400 | 0.000 | 0.000 | 500.06 | 0.00 | |||
| 4311 | CONCRETE-CLASS AA | 08104 | CUYD | 330.20 | 330.200 | 0.000 | 0.000 | 550.07 | 0.00 | |||
| 4312 | STEEL REINFORCEMENT | 08150 | LB | 38,068.00 | 38,068.000 | 0.000 | 0.000 | 0.78 | 0.00 | |||
| 4313 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 103,364.00 | 103,364.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 4314 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 77.20 | 77.200 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 4315 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 1,195.00 | 1,195.000 | 0.000 | 0.000 | 165.02 | 0.00 | |||
| 4316 | PRE-DRILLING FOR PILES | 08039 | LF | 140.00 | 140.000 | 137.420 | 137.420 | 105.01 | 14,430.47 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 5000 SIGNING | |||||||
| 5001 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 515.00 | 515.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 5002 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 52.00 | 52.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 5003 | STEEL POST TYPE 1 | 06410 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 5004 | STEEL POST TYPE 2 | 06411 | LF | 1,121.00 | 1,121.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 5005 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 5006 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 6000 SIGNALIZATION | |||||||
| 6001 | CONDUIT-1 1/4 IN | 04793 | LF | 2,113.00 | 2,113.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 6002 | CONDUIT-1 1/2 IN | 04794 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 6003 | CONDUIT-2 IN | 04795 | LF | 2,153.00 | 2,153.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 6004 | JUNCTION BOX TYPE B | 04811 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 400.04 | 0.00 | |||
| 6005 | TRENCHING AND BACKFILLING | 04820 | LF | 4,296.00 | 4,296.000 | 3.000 | 3.000 | 3.00 | 9.00 | |||
| 6006 | LOOP WIRE | 04830 | LF | 12,588.00 | 12,588.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 6007 | CABLE-NO. 14/5C | 04844 | LF | 3,585.00 | 3,585.000 | 1,926.000 | 1,926.000 | 1.00 | 1,926.00 | |||
| 6008 | CABLE-NO. 14/1 PAIR | 04850 | LF | 24,100.00 | 24,100.000 | 438.000 | 438.000 | 1.00 | 438.00 | |||
| 6009 | MESSENGER-10800 LB | 04885 | LF | 1,815.00 | 1,815.000 | 543.000 | 543.000 | 4.00 | 2,172.00 | |||
| 6010 | LOOP SAW SLOT AND FILL | 04895 | LF | 4,380.00 | 4,380.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 6011 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.36 | 0.00 | |||
| 6012 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.31 | 3,000.31 | |||
| 6013 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 3,000.31 | 18,001.86 | |||
| 6014 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 200.02 | 200.02 | |||
| 6015 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 32.00 | 32.000 | 6.000 | 6.000 | 100.01 | 600.06 | |||
| 6016 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 20.00 | 20.000 | 10.000 | 10.000 | 200.02 | 2,000.20 | |||
| 6017 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.02 | 0.00 | |||
| 6018 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.01 | 0.00 | |||
| 6019 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.01 | 0.00 | |||
| 6020 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.02 | 0.00 | |||
| 6021 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 66.00 | 66.000 | 22.190 | 22.190 | 300.04 | 6,657.88 | |||
| 6022 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.05 | 0.00 | |||
| 6023 | INSTALL ANTENNA | 23982EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.02 | 0.00 | |||
| Project | DE00900681053 | Fed/State Project Number | JL03 009 068X 000-003 | Category | 9000 DEMOBILIZATION / MOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 400,000.00 | 400,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 195,000.00 | 0.00 | |||
| SUBTOT | $570,466.18 |
$2,797,403.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4215-2-0I |
I BEAM, TYPE 2 | LF |
1,195.00 | 0009 | $125.875000 | $150,420.63 | ||||||
4215-1-0I |
I BEAM, TYPE 2 | LF |
784.20 | 0009 | $125.875000 | $98,711.18 | ||||||
4211-1-0I |
STAY IN PL FORMS | LS |
1.00 | 0012 | $14976.260000 | $14,976.26 | ||||||
4315-1-0I |
I BEAM, TYPE 2 | LF |
1,195.00 | 0012 | $125.880000 | $150,420.63 | ||||||
4215-1-0A |
I BEAM, TYPE 2 | LF |
784.20 | 0012 | $125.875000 | $-98,711.18 | ||||||
4215-2-0A |
I BEAM, TYPE 2 | LF |
784.20 | 0012 | $125.875000 | $-98,711.18 | ||||||
4211-1-0A |
STAY IN PL FORMS | LS |
1.00 | 0013 | $14976.260000 | -14,976.26 | $-14,976.26 | |||||
4215-00C |
PRECAST PC I BEAM TYPE 2 |
|
-410.80 | 0012 | $0.000000 | $-51,709.45 | ||||||
| SUBTOT | $150,420.63 |
|||||||||||