|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 000750 | Estimate Number | 0010 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | BIZZACK INC | ADDR SN 1 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/23/2009 TO 08/13/2010 | ||||||
| Date Approved | 10/19/2010 | ||||||
| Primary Proj Number | X098011906004 | ||||||
| Project No. | APD 119-2 (68) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-SOUTH WILLIAMSON ROAD (US119) | ||||||
| Description | FROM ZEBULON TO BENT MOUNTAIN | ||||||
| Date Let | 12/15/2000 | Formal Acceptance | 04/29/2008 | ||||
| Date Awarded | 12/15/2000 | Date Work Began | 08/28/2001 | ||||
| Date Contract Executed | 08/16/2001 | Open To Traffic | 07/27/2004 | ||||
| Date NTP Issued | 08/16/2001 | Actual Completion Date | 07/27/2004 | ||||
| Current Contract Amount | $18,825,301.06 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,689,242.09 |
Total Earnings | $18,743,725.92 |
$18,679,111.79 |
$64,614.13 |
|
| Percent Complete | 99.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $103,899.20 |
Gross Earnings | $18,743,725.92 |
$18,679,111.79 |
$64,614.13 |
|
| Total Change Orders | $1,136,058.97 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $18,721,401.86 |
$18,656,787.73 |
$64,614.13 |
|||
| Contract Id | 000750 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0010 | Project Number | APD 119-2 (68) | |||||||
| Contractor | BIZZACK INC | Period | 02/23/2009 TO 08/13/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Structure Excavation, Barrier Wall, Pneumatic Backstowing | Approved | 04/18/2006 | $124,594.46 | 2.0 | |||||
| 002 | CL3 ASPH BASE 19.0E, PAVE STRIPING, CONC BARRIER | Approved | 04/18/2006 | $429,048.39 | 7.0 | |||||
| 003 | Roadway Excav., Asphalt, I/O S&F Box, Temp Pipe, Retain Wall | Approved | 04/18/2006 | $216,167.04 | 4.0 | |||||
| 004 | Asphalt, Perf and Non Perf Pipe, Headwall, Spec. Grate | Approved | 04/18/2006 | $34,790.74 | 1.0 | |||||
| 005 | Asphalt, Guardrail, Ductile Iron Pipe, Drop Boxes, Concret | Approved | 04/19/2006 | $89,416.33 | 20.0 | |||||
| 006 | Pavement Markings, Rumble Strips, and MTV Asphalt Placement | Approved | 04/19/2006 | $43,644.65 | 1.0 | |||||
| 007 | Steel Price Adjustment | Approved | 04/19/2006 | $3,906.00 | 0.0 | |||||
| 008 | Electrical Service and Signilization Items | Approved | 04/19/2006 | $79,465.85 | 0.0 | |||||
| 009 | ADVACNED WARNING FLASHERS | Approved | 04/19/2006 | $66,390.39 | 0.0 | |||||
| 010 | Pole Base Changes | Approved | 04/19/2006 | $-464.67 | 0.0 | |||||
| 011 | Mast Arm Poles | Approved | 02/14/2007 | $49,383.54 | 0.0 | |||||
| 012 | Lot Pay Adjustments | Approved | 02/11/2009 | $-283.75 | 0.0 | |||||
| 013 | Fuel and Asphalt Adjustments Override | Approved | 08/05/2010 | $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 |
||
| X098011906004 | 0006 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$-28,434.13 |
||
| X098011906004 | 0078 | D G A BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$932.48 |
||
| X098011906004 | 0082 | CL3 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$45.88 |
||
| X098011906004 | 0082 | CL3 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$794.63 |
||
| X098011906004 | 0085 | CL3 ASPH SURF 12.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$56.90 |
||
| X098011906004 | 0087 | CL3 ASPH SURF 9.50D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$644.37 |
||
| X098011906004 | 8016 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$165.35 |
||
| X098011906004 | 8016 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$292.42 |
||
| X098011906004 | 8018 | CL3 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$312.34 |
||
| X098011906004 | 8019 | CL4 ASPH BASE 37.5D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$852.24 |
||
| X098011906004 | 8020 | CL4 ASPH BASE 37.5D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$636.20 |
||
| X098011906004 | 8021 | CL4 ASPH SURF 12.5D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$203.01 |
||
| X098011906004 | 8022 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$644.53 |
||
| X098011906004 | 8028 | CL4 ASPH SURF 9.50B PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$440.94 |
||
| X098011906004 | 8029 | CL4 ASPH BASE 19.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0001 | 0.00 |
$0.00 |
$88.78 |
||
| Contract Id | 000750 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X098011906004 | |||||||
| Estimate Nbr | 0010 | Period | 02/23/2009 TO 08/13/2010 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X098011906004 | Fed/State Project Number | APD 119-2 (68) | 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 | |
| 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 82.00 | 916.220 | 916.220 | 916.220 | 60.00 | 54,973.20 | |||
| 0002 | CONCRETE-CLASS A | 08100M | CU M | 2,979.00 | 2,979.000 | 2,979.000 | 2,979.000 | 340.00 | 1,012,860.00 | |||
| 0003 | STEEL REINFORCEMENT | 08150M | KG | 251,590.00 | 251,950.144 | 251,950.144 | 251,950.144 | 1.10 | 277,145.15 | |||
| 0004 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,000.00 | 46,000.00 | |||
| 0005 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0006 | ROADWAY EXCAVATION | 02200M | CU M | 3,001,119.00 | 3,019,569.000 | 3,038,431.000 | 3,038,431.000 | 3.27 | 9,935,669.37 | |||
| 0007 | GRANULAR EMBANKMENT | 02223M | CU M | 4,551.00 | 4,551.000 | 4,551.000 | 4,551.000 | 2.00 | 9,102.00 | |||
| 0008 | WATER | 02242M | CU M | 8,750.00 | 8,750.000 | 1,405.026 | 1,405.026 | 0.50 | 702.51 | |||
| 0009 | CONCRETE-CLASS A | 08100M | CU M | 129.07 | 106.280 | 106.280 | 106.280 | 600.00 | 63,768.00 | |||
| 0010 | STEEL REINFORCEMENT | 08150M | KG | 4,615.60 | 4,615.600 | 4,686.680 | 4,686.680 | 2.20 | 10,310.69 | |||
| 0011 | RETAINING WALL-GABION | 02610M | CU M | 270.00 | 270.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,598.30 | 1,598.300 | 940.163 | 940.163 | 37.75 | 35,491.15 | |||
| 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 12.000 | 12.000 | 50.00 | 600.00 | |||
| 0014 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0015 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 2.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0016 | TEMPORARY GUARDRAIL | 02397M | M | 400.05 | 766.191 | 1,585.627 | 1,585.627 | 26.25 | 41,622.70 | |||
| 0017 | REMOVE GUARDRAIL | 02381M | M | 1,405.00 | 1,405.000 | 1,307.691 | 1,307.691 | 4.90 | 6,407.68 | |||
| 0018 | CONCRETE BARRIER WALL TYPE 9T | 03171M | M | 240.00 | 1,169.328 | 1,188.720 | 1,188.720 | 75.00 | 89,154.00 | |||
| 0019 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | M | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0020 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0021 | SIGNS | 02562M | SQ M | 83.00 | 83.000 | 72.516 | 72.516 | 150.00 | 10,877.40 | |||
| 0022 | REMOVE PIPE | 01310M | M | 398.00 | 398.000 | 103.880 | 103.880 | 30.00 | 3,116.40 | |||
| 0023 | REMOVE CURB | 01904M | M | 540.00 | 540.000 | 1,379.906 | 1,379.906 | 10.00 | 13,799.06 | |||
| 0024 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0025 | PLUG WATER WELL | 02475 | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 600.00 | 10,800.00 | |||
| 0026 | CULVERT PIPE-375 MM | 00461M | M | 91.50 | 91.500 | 0.000 | 0.000 | 112.50 | 0.00 | |||
| 0027 | CULVERT PIPE-450 MM | 00462M | M | 87.90 | 87.900 | 190.802 | 190.802 | 121.40 | 23,163.36 | |||
| 0028 | CULVERT PIPE-600 MM | 00464M | M | 99.20 | 99.200 | 152.119 | 152.119 | 148.30 | 22,559.24 | |||
| 0029 | CULVERT PIPE-750 MM | 00466M | M | 21.70 | 21.700 | 21.700 | 21.700 | 175.00 | 3,797.50 | |||
| 0030 | CULVERT PIPE-900 MM | 00468M | M | 6.50 | 6.500 | 6.500 | 6.500 | 218.20 | 1,418.30 | |||
| 0031 | CULVERT PIPE-1050 MM | 00469M | M | 250.40 | 250.400 | 171.207 | 171.207 | 258.20 | 44,205.64 | |||
| 0032 | CULVERT PIPE-1200 MM | 00470M | M | 74.60 | 74.600 | 74.600 | 74.600 | 281.50 | 20,999.90 | |||
| 0033 | CULVERT PIPE-1350 MM | 00471M | M | 320.70 | 320.700 | 260.538 | 260.538 | 366.50 | 95,487.17 | |||
| 0034 | CULVERT PIPE-1500 MM | 00472M | M | 52.50 | 52.500 | 39.930 | 39.930 | 446.55 | 17,830.74 | |||
| 0035 | CULVERT PIPE-1800 MM | 00474M | M | 179.00 | 179.000 | 179.000 | 179.000 | 493.46 | 88,329.34 | |||
| 0036 | STORM SEWER PIPE-375 MM | 00521M | M | 88.20 | 88.200 | 0.000 | 0.000 | 97.80 | 0.00 | |||
| 0037 | STORM SEWER PIPE-450 MM | 00522M | M | 127.80 | 127.800 | 261.654 | 261.654 | 114.50 | 29,959.38 | |||
| 0038 | STORM SEWER PIPE-600 MM | 00524M | M | 156.40 | 156.400 | 75.396 | 75.396 | 141.80 | 10,691.15 | |||
| 0039 | STORM SEWER PIPE-750 MM | 00526M | M | 336.80 | 336.800 | 301.410 | 301.410 | 176.60 | 53,229.00 | |||
| 0040 | STORM SEWER PIPE-900 MM | 00528M | M | 13.30 | 13.300 | 19.698 | 19.698 | 205.30 | 4,043.99 | |||
| 0041 | STORM SEWER PIPE-1050 MM | 00529M | M | 56.10 | 56.100 | 55.847 | 55.847 | 250.20 | 13,972.91 | |||
| 0042 | ENTRANCE PIPE-375 MM | 00440M | M | 15.30 | 15.300 | 6.096 | 6.096 | 97.80 | 596.18 | |||
| 0043 | PERFORATED PIPE-100 MM | 01000M | M | 230.00 | 230.000 | 455.516 | 455.516 | 30.00 | 13,665.48 | |||
| 0044 | NON-PERFORATED PIPE-100 MM | 01010M | M | 58.00 | 58.000 | 22.560 | 22.560 | 30.00 | 676.80 | |||
| 0045 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0046 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0047 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0048 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0049 | STEEL PIPE-63 MM | 03340M | M | 58.00 | 58.000 | 60.800 | 60.800 | 65.00 | 3,952.00 | |||
| 0050 | STEEL PIPE-100 MM | 03343M | M | 58.00 | 58.000 | 60.800 | 60.800 | 90.00 | 5,472.00 | |||
| 0051 | DROP BOX INLET TYPE 1 | 01490 | EACH | 13.00 | 10.000 | 7.000 | 7.000 | 2,200.00 | 15,400.00 | |||
| 0052 | DROP BOX INLET TYPE 5B | 01505 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 2,200.00 | 19,800.00 | |||
| 0053 | DROP BOX INLET TYPE 5C | 01508 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0054 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0055 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 0056 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0057 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | |||
| 0058 | JUNCTION BOX-48 INCH | 01647 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0059 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0060 | SEEDING AND PROTECTION | 05985M | SQ M | 190,000.00 | 190,000.000 | 206,659.780 | 206,659.780 | 0.40 | 82,663.91 | |||
| 0061 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 19,032.00 | 19,032.000 | 4,704.600 | 4,704.600 | 0.30 | 1,411.38 | |||
| 0062 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 42,000.00 | 42,000.000 | 118,841.080 | 118,841.080 | 0.30 | 35,652.32 | |||
| 0063 | TOPDRESSING FERTILIZER | 05966M | MTON | 10.50 | 10.500 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0064 | EROSION CONTROL BLANKET | 05950M | SQ M | 10,378.00 | 10,378.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0065 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 400.00 | 4,400.00 | |||
| 0066 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 13.000 | 13.000 | 50.00 | 650.00 | |||
| 0067 | SILT CHECK | 02705 | EACH | 66.00 | 66.000 | 52.000 | 52.000 | 50.00 | 2,600.00 | |||
| 0068 | CLEAN SILT CHECK | 02708 | EACH | 198.00 | 198.000 | 33.000 | 33.000 | 10.00 | 330.00 | |||
| 0069 | TEMPORARY SILT FENCE | 02701M | M | 10,195.00 | 10,195.000 | 848.560 | 848.560 | 6.60 | 5,600.49 | |||
| 0070 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 20,390.00 | 20,390.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0071 | CHANNEL LINING CLASS IA | 02482M | MTON | 602.00 | 602.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0072 | CHANNEL LINING CLASS II | 02483M | MTON | 8,820.00 | 8,820.000 | 1,528.921 | 1,528.921 | 16.20 | 24,768.52 | |||
| 0073 | CHANNEL LINING CLASS IV | 02488M | CU M | 6,246.00 | 6,246.000 | 9,641.667 | 9,641.667 | 7.20 | 69,420.00 | |||
| 0074 | SETTLEMENT PLATFORM | 02692 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0075 | SEDIMENTATION BASIN | 02711M | CU M | 5,550.00 | 5,550.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0076 | CLEAN SEDIMENTATION BASIN | 02712M | CU M | 11,100.00 | 11,100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0077 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 2,160.00 | 2,160.000 | 1,801.078 | 1,801.078 | 16.90 | 30,438.21 | |||
| 0078 | D G A BASE | 00001M | MTON | 28,078.00 | 19,078.000 | 25,273.519 | 25,273.519 | 22.41 | 566,379.56 | |||
| 0079 | TRAFFIC BOUND BASE | 00020M | MTON | 344.00 | 2,144.000 | 2,554.122 | 2,554.122 | 18.00 | 45,974.19 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 9.00 | 9.000 | 9.327 | 9.327 | 425.00 | 3,963.97 | |||
| 0081 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 70.00 | 70.000 | 121.317 | 121.317 | 60.00 | 7,279.02 | |||
| 0082 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 1,527.00 | 6,550.925 | 4,539.665 | 4,539.665 | 49.65 | 225,394.36 | |||
| 0083 | CL4 ASPH BASE 19.0D PG64-22 | 00226M | MTON | 21,478.00 | 0.000 | 0.000 | 0.000 | 51.21 | 0.00 | |||
| 0084 | CL4 ASPH BASE 19.0D PG70-22 | 00227M | MTON | 4,937.00 | 0.000 | 0.000 | 0.000 | 56.47 | 0.00 | |||
| 0085 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | MTON | 1,493.00 | 1,839.000 | 0.000 | 0.000 | 53.52 | 0.00 | |||
| 0086 | CL4 ASPH SURF 12.5A PG70-22 | 00334M | MTON | 2,376.00 | 0.000 | 0.000 | 0.000 | 66.13 | 0.00 | |||
| 0087 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | MTON | 346.00 | 0.000 | 3,530.690 | 3,530.690 | 53.52 | 188,962.52 | |||
| 0088 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 192,300.00 | 192,300.00 | |||
| 0089 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,400.00 | 150,400.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,350.00 | 46,350.00 | |||
| 0091 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,700.00 | 9,700.00 | |||
| 0092 | MAINTAIN SIGNAL OPERATION | 04936 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 8000 | SILT TRAP TYPE A | 02703 | EACH | 0.00 | 10.000 | 1.000 | 1.000 | 225.00 | 225.00 | |||
| 8001 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 8002 | EW~ RELOCATE CONC. BARR. WALL TYPE 9T | 10099EX | M | 0.00 | 1,440.000 | 1,188.720 | 1,188.720 | 15.00 | 17,830.80 | |||
| 8003 | PNEUMATIC BACKSTOWING | 20431MD | MTON | 0.00 | 800.000 | 52.309 | 52.309 | 44.08 | 2,305.78 | |||
| 8004 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 8005 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 0.00 | 14,000.000 | 48,152.628 | 48,152.628 | 1.00 | 48,152.62 | |||
| 8006 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 0.00 | 14,000.000 | 325.740 | 325.740 | 1.00 | 325.74 | |||
| 8007 | EW~ TUBULAR POSTS | 10094NX | EACH | 0.00 | 40.000 | 60.000 | 60.000 | 45.00 | 2,700.00 | |||
| 8008 | DROP BOX INLET TY 7(MOD) | 20216MD | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 3,987.26 | 7,974.52 | |||
| 8009 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 0.00 | 200.000 | 214.000 | 214.000 | 10.00 | 2,140.00 | |||
| 8010 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 220.000 | 295.000 | 295.000 | 35.00 | 10,325.00 | |||
| 8012 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 8013 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 3,190.00 | 3,190.00 | |||
| 8014 | TEMPORARY PIPE | 09030M02 | M | 0.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 8015 | METAL HALIDE LUMINAIRE (250W) | 09311 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 524.69 | 524.69 | |||
| 8016 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 0.00 | 869.000 | 4,167.760 | 4,167.760 | 53.52 | 223,058.51 | |||
| 8017 | JUNCTION BOX-MODIFIED 24 INCH | 01651 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 8018 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 0.00 | 11,238.000 | 13,654.720 | 13,654.720 | 51.21 | 699,258.21 | |||
| 8019 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | MTON | 0.00 | 11,452.000 | 11,786.140 | 11,786.140 | 49.65 | 585,181.85 | |||
| 8020 | CL4 ASPH BASE 37.5D PG76-22 | 00210M | MTON | 0.00 | 5,089.000 | 4,900.470 | 4,900.470 | 58.79 | 288,098.63 | |||
| 8021 | CL4 ASPH SURF 12.5D PG76-22 | 00317M | MTON | 0.00 | 0.000 | 0.000 | 0.000 | 69.55 | 0.00 | |||
| 8022 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 0.00 | 4,850.000 | 2,817.470 | 2,817.470 | 45.17 | 127,265.11 | |||
| 8023 | PERFORATED PIPE-100 MM | 01000M | M | 0.00 | 1,825.000 | 969.571 | 969.571 | 18.05 | 17,500.75 | |||
| 8024 | NON-PERFORATED PIPE-100 MM | 01010M | M | 0.00 | 85.000 | 20.119 | 20.119 | 31.15 | 626.70 | |||
| 8025 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 8026 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 0.00 | 7.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 8027 | EW~ SPECIAL GRATE | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 8028 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | MTON | 0.00 | 2,322.000 | 1,943.580 | 1,943.580 | 69.55 | 135,175.98 | |||
| 8029 | CL4 ASPH BASE 19.0D PG76-22 | 00228M | MTON | 0.00 | 400.000 | 330.400 | 330.400 | 56.12 | 18,542.04 | |||
| 8030 | DROP BOX INLET TYPE 2 | 01493 | EACH | 0.00 | 3.000 | 7.000 | 7.000 | 2,730.00 | 19,110.00 | |||
| 8031 | SLOPED BOX OUTLET TYPE 1-450 MM | 01433M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,785.00 | 1,785.00 | |||
| 8032 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,360.00 | 6,720.00 | |||
| 8033 | SHADE TREE SEEDLING | 05599 | EACH | 0.00 | 906.000 | 1,050.000 | 1,050.000 | 10.50 | 11,025.00 | |||
| 8034 | CHANNEL CHANGE SEEDING | 05982M | SQ M | 0.00 | 8,360.000 | 2,700.000 | 2,700.000 | 1.05 | 2,835.00 | |||
| 8035 | EW~ LINE REMOVAL | 10099EX | M | 0.00 | 192.455 | 798.795 | 798.795 | 4.10 | 3,275.05 | |||
| 8036 | EDGE KEY | 20992MD | M | 0.00 | 37.200 | 0.000 | 0.000 | 98.43 | 0.00 | |||
| 8042 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 0.00 | 60.000 | 50.000 | 50.000 | 35.00 | 1,750.00 | |||
| 8043 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 0.00 | 3,840.000 | 5,053.375 | 5,053.375 | 2.00 | 10,106.75 | |||
| 8044 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 0.00 | 4,410.000 | 4,841.875 | 4,841.875 | 2.00 | 9,683.75 | |||
| 8045 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 0.00 | 41.000 | 25.925 | 25.925 | 40.00 | 1,037.00 | |||
| 8046 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 8047 | MILLED RUMBLE STRIPS | 90723MC | M | 0.00 | 2,359.580 | 2,359.580 | 2,359.580 | 0.80 | 1,887.66 | |||
| 8048 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 0.00 | 7,465.000 | 3,175.420 | 3,175.420 | 1.85 | 5,874.52 | |||
| 8050 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 3,906.000 | 3,906.000 | 3,906.000 | 1.00 | 3,906.00 | |||
| 8051 | ELECTRICAL SERVICE | 04899 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 8052 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 8053 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,850.00 | 15,400.00 | |||
| 8054 | INSTALL SIGNAL (LED) 3 SECTION LED HEAD | 09618 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 192.50 | 1,925.00 | |||
| 8055 | MESSENGER-48.0 KN | 04885M | M | 0.00 | 200.000 | 231.707 | 231.707 | 22.00 | 5,097.55 | |||
| 8056 | CABLE-NO. 14/7C | 04845M | M | 0.00 | 210.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 8057 | CABLE-NO. 14/5C | 04844M | M | 0.00 | 250.000 | 378.963 | 378.963 | 3.30 | 1,250.57 | |||
| 8058 | LOOP WIRE | 04830M | M | 0.00 | 700.000 | 655.183 | 655.183 | 1.10 | 720.70 | |||
| 8059 | CABLE-NO. 14/1 PAIR | 04850M | M | 0.00 | 750.000 | 893.294 | 893.294 | 3.30 | 2,947.87 | |||
| 8060 | TRENCHING AND BACKFILLING | 04820M | M | 0.00 | 350.000 | 128.044 | 128.044 | 24.20 | 3,098.66 | |||
| 8061 | CONDUIT-31 MM | 04793M | M | 0.00 | 350.000 | 128.044 | 128.044 | 24.20 | 3,098.66 | |||
| 8062 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 8.000 | 5.000 | 5.000 | 660.00 | 3,300.00 | |||
| 8063 | LOOP SAW SLOT AND FILL | 04895M | M | 0.00 | 700.000 | 253.964 | 253.964 | 23.10 | 5,866.56 | |||
| 8064 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,320.00 | 1,320.00 | |||
| 8065 | EW~ GENERATOR DISCONNECT | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8066 | CONCRETE-CLASS A | 08100M | CU M | 0.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 8067 | STEEL REINFORCEMENT | 08150M | KG | 0.00 | 0.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 8068 | EW~ BULL RING | 10094NX | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 60.50 | 242.00 | |||
| 8069 | EW~ 3/8 INCH STRAND VICE | 10094NX | EACH | 0.00 | 16.000 | 16.000 | 16.000 | 33.00 | 528.00 | |||
| 8070 | EW~ EXTRA LABOR | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 507.85 | 507.85 | |||
| 8071 | INSTALL STEEL STRAIN POLE ADVANCE WARNING FLASHERS | 04932 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 8072 | MESSENGER-48.0 KN ADVANCE WARNING FLASHERS | 04885M | M | 0.00 | 1,000.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 8073 | CABLE-NO. 14/3C | 04842M | M | 0.00 | 950.000 | 940.586 | 940.586 | 3.30 | 3,103.93 | |||
| 8074 | EW~ INSTALL GENERATOR SAFETY SWITCH | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8075 | TRENCHING AND BACKFILLING ADVANCE WARNING FLASHERS | 04820M | M | 0.00 | 350.000 | 492.378 | 492.378 | 24.20 | 11,915.54 | |||
| 8076 | CONDUIT-31 MM ADVANCE WARNING FLASHER | 04793M | M | 0.00 | 350.000 | 525.928 | 525.928 | 24.20 | 12,727.45 | |||
| 8077 | JUNCTION BOX TYPE B ADVANCE WARNING FLASHERS | 04811 | EACH | 0.00 | 5.000 | 8.000 | 8.000 | 550.00 | 4,400.00 | |||
| 8078 | EW~ INSTALL MAST ARM POLE | 10094NX | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 4,180.00 | 8,360.00 | |||
| 8079 | EW~ CONDUIT-51 MM | 10093MX | M | 0.00 | 10.000 | 0.000 | 0.000 | 35.20 | 0.00 | |||
| 8080 | EW~ INSTALL BEACON HEAD | 10094NX | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 8081 | CONCRETE-CLASS A ADVANCE WARNING FLASHERS | 08100M | CU M | 0.00 | 6.900 | 5.740 | 5.740 | 718.95 | 4,126.77 | |||
| 8082 | STEEL REINFORCEMENT ADVANCE WARNING FLASHERS | 08150M | KG | 0.00 | 102.150 | 102.150 | 102.150 | 7.27 | 742.63 | |||
| 8083 | EW~ ADVANCE WARNING-OVERHEAD | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 8084 | EW~ ADVANCED WARNING GROUND | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 8085 | CONCRETE-CLASS A | 08100M | CU M | 0.00 | 8.000 | 2.701 | 2.701 | 718.95 | 1,941.88 | |||
| 8086 | STEEL REINFORCEMENT | 08150M | KG | 0.00 | 137.000 | 46.255 | 46.255 | 7.27 | 336.27 | |||
| 8087 | CONCRETE-CLASS A POLE BASE | 08100M | CU M | 0.00 | 6.000 | 2.417 | 2.417 | 862.83 | 2,085.46 | |||
| 8088 | EW~ POLE BASE (SPECIAL) | 10094NX | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 140.80 | 281.60 | |||
| 8089 | MAST ARM POLE | 04881 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 24,691.77 | 49,383.54 | |||
| 8090 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 37.5D PG64-22 | 10000NS | DOLL | 0.00 | 2,304.460 | 2,304.460 | 2,304.460 | 1.00 | 2,304.46 | |||
| 8091 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 37.5D PG64-22 | 10000NS | DOLL | 0.00 | 7,708.160 | 7,708.160 | 7,708.160 | 1.00 | 7,708.16 | |||
| 8092 | LOT PAY ADJUSTMENT for CL4 Asphalt Surface 9.5B PG76-22 | 10000NS | DOLL | 0.00 | 2,196.610 | 2,196.610 | 2,196.610 | 1.00 | 2,196.61 | |||
| 8093 | LOT PAY ADJUSTMENT for CL3 Asphalt Surface 9.5D PG64-22 | 10000NS | DOLL | 0.00 | 1,181.020 | 1,181.020 | 1,181.020 | 1.00 | 1,181.02 | |||
| 8094 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -259.910 | 0.000 | -259.910 | 1.00 | -259.91 | -259.91 | |
| 8095 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | X098011906004 | Fed/State Project Number | APD 119-2 (68) | Category | 0003 BRIDGE | |||||||
| 0093 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 359.00 | 359.000 | 359.000 | 359.000 | 60.00 | 21,540.00 | |||
| 0094 | MASONRY COATING | 02998M | SQ M | 1,801.00 | 1,801.000 | 1,463.806 | 1,463.806 | 12.00 | 17,565.67 | |||
| 0095 | CONCRETE-CLASS A | 08100M | CU M | 81.00 | 84.060 | 84.060 | 84.060 | 340.00 | 28,580.40 | |||
| 0096 | CONCRETE-CLASS AAA | 08105M | CU M | 631.80 | 0.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| 0097 | PILES-STEEL HP360X132 | 08051M | M | 694.00 | 694.000 | 686.671 | 686.671 | 140.00 | 96,133.94 | |||
| 0098 | PILE POINTS-14 INCH | 08095 | EACH | 39.00 | 39.000 | 39.000 | 39.000 | 100.00 | 3,900.00 | |||
| 0099 | TEST PILES | 08033M | M | 102.00 | 102.000 | 102.000 | 102.000 | 160.00 | 16,320.00 | |||
| 0100 | STEEL REINF-EPOXY COATED | 08151M | KG | 86,142.00 | 87,278.010 | 87,278.010 | 87,278.010 | 1.32 | 115,206.97 | |||
| 0101 | STEEL REINFORCEMENT | 08150M | KG | 5,997.00 | 6,241.490 | 6,241.490 | 6,241.490 | 1.10 | 6,865.63 | |||
| 0102 | DRAIN PIPE-150 MM | 08820M | M | 24.00 | 24.000 | 23.876 | 23.876 | 200.00 | 4,775.20 | |||
| 0103 | RETAINING WALL | 08018M | SQ M | 821.00 | 862.450 | 862.450 | 862.450 | 556.00 | 479,522.20 | |||
| 0104 | STRUCTURAL STEEL | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 680,000.00 | 680,000.00 | |||
| 0105 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0106 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,200.00 | 7,200.00 | |||
| 8011 | CONCRETE-CLASS AA | 08104M | CU M | 0.00 | 637.920 | 637.920 | 637.920 | 461.00 | 294,081.12 | |||
| 8037 | DOWELS | 74223N | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| Project | X098011906004 | Fed/State Project Number | APD 119-2 (68) | Category | 0005 WATERLINE | |||||||
| 0107 | DUCTILE IRON PIPE-250 MM | 01097M | M | 825.00 | 1,225.000 | 1,539.849 | 1,539.849 | 105.00 | 161,684.14 | |||
| 0108 | DUCTILE IRON PIPE-150 MM | 01093M | M | 1,235.00 | 1,235.000 | 759.556 | 759.556 | 80.00 | 60,764.48 | |||
| 0109 | STEEL ENCASEMENT PIPE-400 MM | 01073M | M | 25.00 | 25.000 | 103.011 | 103.011 | 200.00 | 20,602.20 | |||
| 0110 | STEEL ENCASEMENT PIPE-300 MM | 01069M | M | 52.00 | 52.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0111 | STEEL ENCASEMENT PIPE-300 MM | 01069M | M | 45.00 | 45.000 | 34.138 | 34.138 | 175.00 | 5,974.15 | |||
| 0112 | TIE-IN 10 INCH | 03470 | EACH | 2.00 | 1.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0113 | TIE-IN | 03479 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0114 | TIE-IN 6 INCH | 03466 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0115 | FIRE HYDRANT | 02606 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 8038 | WET TAP | 09410N02 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 8039 | GATE VALVE-250 MM | 03530M | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 1,650.00 | 6,600.00 | |||
| 8040 | GATE VALVE-150 MM | 03526M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 825.00 | 825.00 | |||
| 8041 | CONNECT TO SERVICE | 20083MC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| Project | X098011906004 | Fed/State Project Number | APD 119-2 (68) | Category | 0007 TRAINEE | |||||||
| 0116 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 4,600.00 | 4,600.000 | 2,484.000 | 2,484.000 | 1.00 | 2,484.00 | |||
| Project | X098011906004 | Fed/State Project Number | APD 119-2 (68) | Category | 0009 MOB AND DEMOB | |||||||
| 0117 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 130,000.00 | 130,000.00 | |||
| 0118 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 259,496.17 | 64,874.04 | 259,496.17 | |
| SUBTOT | $64,614.13 |
$18,743,725.91 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||