|
Report_Id: 030749 Est NO 0075 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030749 | Estimate Number | 0075 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | BIZZACK INC | ADDR SN 2 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/14/2013 TO 01/27/2013 | ||||||
| Date Approved | 02/07/2013 | ||||||
| Primary Proj Number | X09801190504 | ||||||
| Project No. | APD 119-2 (70), FD52 098 0119 | ||||||
| Primary County | PIKE | ||||||
| Name of Road | THE PIKEVILLE-SOUTH WILLIAMSON ROAD (US 119) | ||||||
| Description | ZEBULON TO BENT MOUNTAIN SECTION 4 | ||||||
| Date Let | 11/14/2003 | Formal Acceptance | |||||
| Date Awarded | 11/26/2003 | Date Work Began | 12/03/2003 | ||||
| Date Contract Executed | 12/01/2003 | Open To Traffic | |||||
| Date NTP Issued | 12/01/2003 | Actual Completion Date | 07/22/2008 | ||||
| Current Contract Amount | $40,808,017.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $33,340,101.96 |
Total Earnings | $39,856,647.80 |
$39,756,647.80 |
$100,000.00 |
|
| Percent Complete | 97.67 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $951,370.08 |
Gross Earnings | $39,856,647.80 |
$39,756,647.80 |
$100,000.00 |
|
| Total Change Orders | $7,467,915.92 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $39,856,647.80 |
$39,756,647.80 |
$100,000.00 |
|||
| Contract Id | 030749 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0075 | Project Number | APD 119-2 (70), FD52 098 0119 | |||||||
| Contractor | BIZZACK INC | Period | 01/14/2013 TO 01/27/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Leff off contract | Approved | 10/12/2005 | $77,512.46 | 0.0 | |||||
| 002 | Additional quantities due to encountering solid rock | Approved | 01/18/2006 | $41,157.58 | 2.0 | |||||
| 003 | Steel Price Adjustment and Mass Concrete | Approved | 04/25/2006 | $95,265.65 | 2.0 | |||||
| 004 | Full Depth Shoulders | Approved | 09/08/2006 | $380,824.96 | 5.0 | |||||
| 005 | Value Engineering | Approved | 04/16/2007 | $57,235.92 | 1.0 | |||||
| 006 | Fuel and Asphalt Adjustment | Approved | 06/29/2007 | $1,747,334.43 | 50.0 | |||||
| 007 | Fuel and Asphalt Adjustment, Additional asphalt quantities. | Approved | 09/24/2007 | $679,686.13 | 2.0 | |||||
| 008 | Additional Asphalt Quantities and Milled Rumble Strips | Approved | 11/14/2007 | $502,297.92 | 7.0 | |||||
| 009 | 12A Drop Box Inlet | Approved | 11/19/2007 | $48,928.26 | 1.0 | |||||
| 010 | Approach Slabs for NB & SB Bridges and Replace Grates | Approved | 04/04/2008 | $141,047.80 | 2.0 | |||||
| 011 | Fuel & Asphalt Adjustments, Rideability, Steel Price Adjust | Approved | 02/11/2009 | $1,004,939.07 | 0.0 | |||||
| 012 | Repair settlement at the end of bridge and washout of median | Approved | 10/16/2009 | $122,450.00 | 0.0 | |||||
| 013 | Culvert Pipe and concrete for headwalls | Approved | 08/06/2010 | $51,977.94 | 0.0 | |||||
| 014 | Cost Plus Work and Culvert Pipe | Approved | 12/20/2012 | $2,517,257.80 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0025 |
$400,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X09801190504 | 0001 | ROADWAY EXCAVATION | OTHER | 0045 | 0.00 |
$0.00 |
$-400,000.00 |
||
| X09801190504 | 0205 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$347,289.52 |
||
| X09801190504 | 8041 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-347,289.52 |
||
| X09801190504 | 8007 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0051 | 0.00 |
$0.00 |
$-347,289.51 |
||
| X09801190504 | 8041 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0051 | 0.00 |
$0.00 |
$347,289.51 |
||
| Contract Id | 030749 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRHV GRADE HEAVY (OVER MILLION CY) | TRANSPORTATION CABINET |
Primary Project Number | X09801190504 | ||||||
| Estimate Nbr | 0075 | Period | 01/14/2013 TO 01/27/2013 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | 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 | ROADWAY EXCAVATION | 02200M | CU M | 7,377,017.00 | 7,378,710.000 | 7,257,816.000 | 7,257,816.000 | 2.19 | 15,894,617.04 | |||
| 0002 | SPECIAL EXCAVATION | 02204M | CU M | 418.00 | 418.000 | 418.000 | 418.000 | 7.00 | 2,926.00 | |||
| 0003 | WATER | 02242M | CU M | 5,648.00 | 5,648.000 | 674.000 | 674.000 | 0.01 | 6.74 | |||
| 0004 | CONCRETE-CLASS A | 08100M | CU M | 42.99 | 66.600 | 66.600 | 66.600 | 655.00 | 43,623.00 | |||
| 0005 | STEEL REINFORCEMENT | 08150M | KG | 1,928.30 | 2,888.300 | 2,888.300 | 2,888.300 | 2.20 | 6,354.26 | |||
| 0006 | SAFELOADING | 02690M | CU M | 3.00 | 3.000 | 22.185 | 22.185 | 260.00 | 5,768.10 | |||
| 0007 | RESHAPING AND COMPACTING | 02241M | M | 1,237.00 | 1,237.000 | 1,237.000 | 1,237.000 | 10.50 | 12,988.50 | |||
| 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 2,859.85 | 2,499.870 | 2,892.755 | 2,892.755 | 35.25 | 101,969.61 | |||
| 0009 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | M | 83.82 | 83.820 | 83.849 | 83.849 | 65.60 | 5,500.49 | |||
| 0010 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 7.000 | 17.000 | 17.000 | 60.00 | 1,020.00 | |||
| 0011 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,100.00 | 18,600.00 | |||
| 0012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 10.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0013 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 0014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 3.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0016 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
| 0017 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0018 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 333.00 | 333.000 | 48.800 | 48.800 | 32.30 | 1,576.24 | |||
| 0019 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 13,680.00 | 13,680.000 | 5,725.820 | 5,725.820 | 1.00 | 5,725.82 | |||
| 0020 | PAVE STRIPING-PERM PAINT-300MM | 06517M | M | 279.00 | 0.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0021 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 10,993.00 | 10,993.000 | 13,975.520 | 13,975.520 | 2.15 | 30,047.36 | |||
| 0022 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 9,850.00 | 9,850.000 | 9,858.680 | 9,858.680 | 2.15 | 21,196.16 | |||
| 0023 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 6,360.00 | 6,360.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0024 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 2,683.00 | 2,683.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0025 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 195.00 | 2,730.00 | |||
| 0026 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0027 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 32.50 | 390.00 | |||
| 0028 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 67.00 | 67.000 | 180.000 | 180.000 | 32.50 | 5,850.00 | |||
| 0029 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 334.00 | 334.000 | 601.000 | 601.000 | 32.50 | 19,532.50 | |||
| 0030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 29.00 | 29.000 | 23.000 | 23.000 | 32.50 | 747.50 | |||
| 0031 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0032 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0033 | SIGNS | 02562M | SQ M | 80.00 | 80.000 | 60.027 | 60.027 | 80.00 | 4,802.16 | |||
| 0034 | LANE CLOSURE | 02653 | EACH | 5.00 | 5.000 | 14.000 | 14.000 | 1,000.00 | 14,000.00 | |||
| 0035 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 0036 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0037 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0038 | REMOVE PIPE | 01310M | M | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0039 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0040 | CULVERT PIPE-1050 MM | 00469M | M | 153.10 | 274.887 | 274.887 | 274.887 | 258.60 | 71,085.77 | |||
| 0041 | CULVERT PIPE-1350 MM | 00471M | M | 23.40 | 23.400 | 23.400 | 23.400 | 341.10 | 7,981.74 | |||
| 0042 | CULVERT PIPE-1500 MM | 00472M | M | 16.00 | 16.000 | 16.000 | 16.000 | 466.40 | 7,462.40 | |||
| 0043 | CULVERT PIPE-1650 MM | 00473M | M | 249.60 | 258.075 | 258.075 | 258.075 | 490.90 | 126,689.01 | |||
| 0044 | CULVERT PIPE-2100 MM | 00476M | M | 65.50 | 65.500 | 65.500 | 65.500 | 655.80 | 42,954.90 | |||
| 0045 | CULVERT PIPE-1200 MM EQUIV | 00499M | M | 23.00 | 0.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0046 | CULVERT PIPE-1350 MM EQUIV | 00500M | M | 10.00 | 10.000 | 0.000 | 0.000 | 507.00 | 0.00 | |||
| 0047 | STORM SEWER PIPE-375 MM | 00521M | M | 108.30 | 32.300 | 15.000 | 15.000 | 109.90 | 1,648.50 | |||
| 0048 | STORM SEWER PIPE-450 MM | 00522M | M | 800.20 | 411.800 | 460.795 | 460.795 | 125.00 | 57,599.37 | |||
| 0049 | STORM SEWER PIPE-450 MM EQUIV | 00552M | M | 23.20 | 23.200 | 46.800 | 46.800 | 258.20 | 12,083.76 | |||
| 0050 | STORM SEWER PIPE-600 MM | 00524M | M | 712.10 | 483.300 | 467.325 | 467.325 | 120.00 | 56,079.00 | |||
| 0051 | STORM SEWER PIPE-750 MM | 00526M | M | 478.40 | 478.200 | 440.500 | 440.500 | 140.00 | 61,670.00 | |||
| 0052 | STORM SEWER PIPE-900 MM | 00528M | M | 316.50 | 316.500 | 310.470 | 310.470 | 170.00 | 52,779.90 | |||
| 0053 | STORM SEWER PIPE-1050 MM | 00529M | M | 386.20 | 386.200 | 307.200 | 307.200 | 195.00 | 59,904.00 | |||
| 0054 | STORM SEWER PIPE-1200 MM | 00530M | M | 59.00 | 59.000 | 59.000 | 59.000 | 289.20 | 17,062.80 | |||
| 0055 | STORM SEWER PIPE-1350 MM | 00531M | M | 335.50 | 234.300 | 224.570 | 224.570 | 245.00 | 55,019.65 | |||
| 0056 | ENTRANCE PIPE-375 MM | 00440M | M | 36.90 | 36.900 | 36.900 | 36.900 | 96.00 | 3,542.40 | |||
| 0057 | PERFORATED PIPE-100 MM | 01000M | M | 8,233.50 | 8,188.500 | 9,316.779 | 9,316.779 | 16.25 | 151,397.65 | |||
| 0058 | NON-PERFORATED PIPE-100 MM | 01010M | M | 823.20 | 823.200 | 496.235 | 496.235 | 28.75 | 14,266.75 | |||
| 0059 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0060 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0061 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 25.00 | 25.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 0062 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 0063 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0064 | DROP BOX INLET TYPE 1 | 01490 | EACH | 36.00 | 33.000 | 34.000 | 34.000 | 2,200.00 | 74,800.00 | |||
| 0065 | DROP BOX INLET TYPE 2 | 01493 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0066 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0067 | DROP BOX INLET TYPE 5B | 01505 | EACH | 14.00 | 13.000 | 14.000 | 14.000 | 2,300.00 | 32,200.00 | |||
| 0068 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 6.00 | 20.000 | 22.000 | 22.000 | 6,000.00 | 132,000.00 | |||
| 0069 | DROP BOX INLET TYPE 7 | 01538 | EACH | 14.00 | 0.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0070 | DROP BOX INLET TYPE 13G | 01559 | EACH | 7.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0071 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0072 | METAL END SECTION TY 1-60 INCH | 01379 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0073 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0074 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0075 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0076 | METAL END SECTION TY 3-60 INCH | 01399 | EACH | 2.00 | 4.000 | 3.000 | 3.000 | 5,600.00 | 16,800.00 | |||
| 0077 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0078 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0079 | FLUME INLET TYPE 2 | 01691 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,200.00 | 16,000.00 | |||
| 0080 | MANHOLE TYPE C MODIFIED | 01768 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0081 | ADJUST CATCH BASIN | 01709 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0082 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0083 | TEMPORARY MEDIAN CROSSOVER CASE 2 | 20259ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0084 | SEEDING AND PROTECTION | 05985M | SQ M | 433,000.00 | 590,973.000 | 590,973.000 | 590,973.000 | 0.35 | 206,840.55 | |||
| 0085 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 250,000.00 | 250,000.000 | 4,080.000 | 4,080.000 | 0.24 | 979.20 | |||
| 0086 | TOPDRESSING FERTILIZER | 05966M | MTON | 22.60 | 22.600 | 0.000 | 0.000 | 497.00 | 0.00 | |||
| 0087 | EROSION CONTROL BLANKET | 05950M | SQ M | 3,110.40 | 11,061.603 | 11,061.603 | 11,061.603 | 1.90 | 21,017.04 | |||
| 0088 | SILT TRAP TYPE B | 02704 | EACH | 37.00 | 37.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0089 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 111.00 | 111.000 | 6.000 | 6.000 | 25.00 | 150.00 | |||
| 0090 | SILT CHECK | 02705 | EACH | 114.00 | 114.000 | 57.000 | 57.000 | 50.00 | 2,850.00 | |||
| 0091 | CLEAN SILT CHECK | 02708 | EACH | 342.00 | 342.000 | 45.000 | 45.000 | 10.00 | 450.00 | |||
| 0092 | TEMPORARY SILT FENCE | 02701M | M | 953.00 | 953.000 | 876.460 | 876.460 | 8.20 | 7,186.97 | |||
| 0093 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 2,859.00 | 2,859.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0094 | SILT CHECK(MOD) TYPE 2 | 20073MS213 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0095 | CLEAN SILT CHECK(MOD) TYPE 2 | 20074MS213 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0096 | CHANNEL LINING CLASS II | 02483M | MTON | 6,327.40 | 6,327.400 | 3,782.935 | 3,782.935 | 16.40 | 62,040.13 | |||
| 0097 | CHANNEL LINING CLASS IV | 02488M | CU M | 14,388.90 | 14,388.900 | 7,082.905 | 7,082.905 | 5.25 | 37,185.25 | |||
| 0098 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 44,654.00 | 44,654.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0099 | TEMPORARY DITCH SILT | 02159M | M | 1,748.00 | 1,748.000 | 0.000 | 0.000 | 6.40 | 0.00 | |||
| 0100 | TEMPORARY DITCH CLEAN TEMP | 02159M | M | 3,496.00 | 3,496.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0101 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 19.00 | 19.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0102 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 5,491.10 | 5,491.100 | 3,977.639 | 3,977.639 | 15.60 | 62,051.16 | |||
| 0103 | ASPHALT WEDGE CURB | 01897M | M | 1,159.30 | 671.500 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 0104 | EDGE KEY MODIFIED | 02585M | M | 14.00 | 14.000 | 36.270 | 36.270 | 275.00 | 9,974.25 | |||
| 0105 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 48.00 | 48.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0106 | DGA BASE | 00001M | MTON | 68,267.00 | 56,865.000 | 74,171.117 | 74,171.117 | 21.89 | 1,623,605.75 | |||
| 0107 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 54.00 | 54.000 | 32.580 | 32.580 | 450.00 | 14,661.00 | |||
| 0108 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 446.00 | 446.000 | 271.300 | 271.300 | 65.00 | 17,634.50 | |||
| 0109 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 18,153.00 | 23,317.000 | 25,494.030 | 25,494.030 | 39.69 | 1,011,858.05 | |||
| 0110 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | MTON | 17,726.00 | 26,671.000 | 25,939.870 | 25,939.870 | 49.95 | 1,295,696.50 | |||
| 0111 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 6,328.00 | 13,881.000 | 15,220.310 | 15,220.310 | 49.95 | 760,254.48 | |||
| 0112 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | MTON | 15,567.00 | 15,567.000 | 14,302.660 | 14,302.660 | 57.43 | 821,401.76 | |||
| 0113 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | MTON | 15,567.00 | 15,567.000 | 18,020.450 | 18,020.450 | 49.95 | 900,121.47 | |||
| 0114 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | MTON | 2,946.00 | 477.000 | 1,734.070 | 1,734.070 | 59.26 | 102,760.98 | |||
| 0115 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | MTON | 6,908.00 | 0.000 | 0.000 | 0.000 | 72.65 | 0.00 | |||
| 0116 | CLEARING AND GRUBBING 114.8 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 280,000.00 | 280,000.00 | |||
| 0117 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 196,500.00 | 196,500.00 | |||
| 0118 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,100.00 | 17,100.00 | |||
| 0119 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,200.00 | 36,200.00 | |||
| 8001 | SETTLEMENT PLATFORM | 02692 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8002 | STEEL PIPE-63 MM | 03340M | M | 0.00 | 30.000 | 28.817 | 28.817 | 82.00 | 2,362.99 | |||
| 8003 | STEEL PIPE-100 MM | 03343M | M | 0.00 | 30.000 | 28.817 | 28.817 | 114.80 | 3,308.19 | |||
| 8004 | SEEDING AND PROTECTION SPECIAL CROWN VETCH | 05985M | SQ M | 0.00 | 355,925.500 | 366,987.103 | 366,987.103 | 0.28 | 102,756.38 | |||
| 8005 | TEMPORARY GUARDRAIL | 02397M | M | 0.00 | 1,100.000 | 1,099.240 | 1,099.240 | 32.81 | 36,066.06 | |||
| 8006 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 8007 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1,237,468.470 | 1,237,468.960 | 1,237,468.960 | 1.00 | 1,237,468.96 | |||
| 8008 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 496,803.481 | 496,770.591 | 496,770.591 | 1.00 | 496,770.59 | |||
| 8014 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 0.00 | 28,950.000 | 32,946.153 | 32,946.153 | 0.82 | 27,015.84 | |||
| 8015 | EW~ Milled Rumble Strips (Special) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8018 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8019 | EW~ 100 MM Pavement Striping Removal | 10093MX | M | 0.00 | 4,405.000 | 4,695.629 | 4,695.629 | 4.00 | 18,782.51 | |||
| 8025 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8026 | MAINTAIN & CONTROL TRAFFIC Special Traffic Control | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,832.80 | 21,832.80 | |||
| 8027 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 0.00 | 19,799.000 | 20,027.430 | 20,027.430 | 2.85 | 57,078.17 | |||
| 8028 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8029 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 0.00 | 165.450 | 165.450 | 165.450 | 71.37 | 11,808.16 | |||
| 8030 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 39,140.865 | 39,140.865 | 39,140.865 | 1.00 | 39,140.86 | |||
| 8031 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 0.00 | 2.000 | 6.000 | 6.000 | 2,200.00 | 13,200.00 | |||
| 8032 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 8033 | S & F BOX INLET-OUTLET-750 MM | 01452M | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 8034 | CULVERT PIPE-450 MM | 00462M | M | 0.00 | 119.000 | 111.000 | 111.000 | 134.00 | 14,874.00 | |||
| 8035 | CULVERT PIPE-600 MM | 00464M | M | 0.00 | 48.000 | 25.620 | 25.620 | 134.00 | 3,433.08 | |||
| 8036 | CULVERT PIPE-750 MM | 00466M | M | 0.00 | 97.000 | 86.400 | 86.400 | 148.00 | 12,787.20 | |||
| 8037 | CULVERT PIPE-900 MM | 00468M | M | 0.00 | 27.000 | 45.500 | 45.500 | 181.00 | 8,235.50 | |||
| 8038 | CULVERT PIPE-1500 MM EQUIV | 00501M | M | 0.00 | 23.000 | 34.629 | 34.629 | 678.30 | 23,488.85 | |||
| 8039 | EW~ Cap Manhole for Culvert | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,668.77 | 2,668.77 | |||
| 8045 | COST PLUS WORK | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 507,448.41 | 507,448.41 | |||
| 8046 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | MTON | 0.00 | 6,908.000 | 6,960.360 | 6,960.360 | 72.65 | 505,670.15 | |||
| 8047 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | MTON | 0.00 | 4,308.000 | 3,713.210 | 3,713.210 | 59.26 | 220,044.82 | |||
| 8048 | MILLED RUMBLE STRIPS | 20527MD | M | 0.00 | 10,950.720 | 14,471.000 | 14,471.000 | 2.23 | 32,270.33 | |||
| 8058 | MAINTAIN & CONTROL TRAFFIC Maintain Lane Closure Southbound | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,400.00 | 8,400.00 | |||
| 8063 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 62,469.014 | 62,469.014 | 62,469.014 | 1.00 | 62,469.01 | |||
| 8064 | PAVE STRIPING-THERMO-300 MM W | 06546M | M | 0.00 | 435.560 | 435.560 | 435.560 | 13.20 | 5,749.39 | |||
| 8065 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 0.00 | 25.910 | 25.910 | 25.910 | 39.50 | 1,023.44 | |||
| 8067 | CONCRETE WEDGE CURB | 22883MN | M | 0.00 | 487.800 | 487.800 | 487.800 | 21.50 | 10,487.70 | |||
| 8071 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 37.5D PG64-22 | 10000NS | DOLL | 0.00 | 12,765.146 | 12,765.146 | 12,765.146 | 1.00 | 12,765.14 | |||
| 8072 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 25.0D PG64-22 | 10000NS | DOLL | 0.00 | 5,596.900 | 5,596.900 | 5,596.900 | 1.00 | 5,596.90 | |||
| 8073 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 25.0D PG76-22 | 10000NS | DOLL | 0.00 | 5,248.747 | 5,276.956 | 5,276.956 | 1.00 | 5,276.95 | |||
| 8074 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 25.0D PG64-22 | 10000NS | DOLL | 0.00 | 3,835.472 | 3,835.472 | 3,835.472 | 1.00 | 3,835.47 | |||
| 8075 | LOT PAY ADJUSTMENT for CL4 Asphalt Surface 9.50B PG76-22 | 10000NS | DOLL | 0.00 | 169.108 | 169.108 | 169.108 | 1.00 | 169.10 | |||
| 8076 | LOT PAY ADJUSTMENT for CL3 Asphalt Surface 9.50D PG64-22 | 10000NS | DOLL | 0.00 | 1,280.016 | 1,280.016 | 1,280.016 | 1.00 | 1,280.01 | |||
| 8077 | DGA BASE | 00001M | MTON | 0.00 | 95.000 | 0.000 | 0.000 | 39.41 | 0.00 | |||
| 8078 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | MTON | 0.00 | 95.330 | 95.330 | 95.330 | 92.55 | 8,822.79 | |||
| 8079 | CL4 ASPH SURF 12.5D PG64-22 | 00315M | MTON | 0.00 | 96.310 | 96.300 | 96.300 | 121.28 | 11,679.26 | |||
| 8080 | STANDARD HEADER CURB | 01875M | M | 0.00 | 18.300 | 18.300 | 18.300 | 115.16 | 2,107.42 | |||
| 8081 | REMOVE & RESET GUARDRAIL | 02383M | M | 0.00 | 153.000 | 122.000 | 122.000 | 41.18 | 5,023.96 | |||
| 8082 | CHANNEL LINING CLASS II | 02483M | MTON | 0.00 | 210.000 | 210.900 | 210.900 | 38.46 | 8,111.21 | |||
| 8083 | SIGNS | 02562M | SQ M | 0.00 | 112.000 | 0.000 | 0.000 | 67.50 | 0.00 | |||
| 8084 | EDGE KEY | 20992MD | M | 0.00 | 61.000 | 61.000 | 61.000 | 77.48 | 4,726.28 | |||
| 8085 | MAINTAIN & CONTROL TRAFFIC (Special) | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,462.50 | 4,462.50 | |||
| 8086 | LANE CLOSURE | 02653 | EACH | 0.00 | 6.000 | 8.000 | 8.000 | 1,233.75 | 9,870.00 | |||
| 8087 | MILLED RUMBLE STRIPS | 20527MD | M | 0.00 | 122.000 | 0.000 | 0.000 | 10.33 | 0.00 | |||
| 8088 | PAVE STRIPING-PERM PAINT-150MM | 06515M | M | 0.00 | 141.830 | 141.830 | 141.830 | 4.28 | 607.03 | |||
| 8089 | REMOVE & Replace Drop Box Inlet Type 13G T | 09326M03 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,360.00 | 6,720.00 | |||
| 8090 | REM AND REPLACE CURB BOX INLET TY B | 21876NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,803.75 | 9,607.50 | |||
| 8091 | REMOVE CURB (Standard Header Curb) | 01904M | M | 0.00 | 18.300 | 18.300 | 18.300 | 55.09 | 1,008.14 | |||
| 8092 | REMOVE AND RESET BRIDGE END CONNECTOR TY A | 21547NS719 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,260.00 | 2,520.00 | |||
| 8093 | REMOVE AND RESET BRIDGE END CONNECTOR TY A-1 | 21547NS719 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 315.00 | 315.00 | |||
| 8094 | FINAL DRESSING CLASS B (ditches) | 02601M | M | 0.00 | 624.250 | 624.230 | 624.230 | 26.23 | 16,373.55 | |||
| 8095 | CONCRETE-CLASS B for Grouting Channel Lining Class II | 02555M | CU M | 0.00 | 0.000 | 0.000 | 0.000 | 327.38 | 0.00 | |||
| 8097 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 0.00 | 46.000 | 36.910 | 36.910 | 36.96 | 1,364.19 | |||
| 8099 | REMOVE GUARDRAIL | 02381M | M | 0.00 | 449.880 | 449.875 | 449.875 | 2.63 | 1,183.17 | |||
| 8100 | CONCRETE-CLASS B for Grouting Channel Lining Class II | 02555M | CU M | 0.00 | 42.840 | 42.840 | 42.840 | 359.70 | 15,409.54 | |||
| 8101 | COST PLUS WORK for slide removal | 10080NSD | DOLL | 0.00 | 2,145,572.250 | 100,000.000 | 1,500,000.000 | 1,600,000.000 | 1.00 | 100,000.00 | 1,600,000.00 | |
| 8102 | CONCRETE-CLASS A | 08100M | CU M | 0.00 | 6.940 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 8103 | STEEL REINFORCEMENT | 08150M | KG | 0.00 | 341.862 | 0.000 | 0.000 | 3.37 | 0.00 | |||
| 8104 | FLASHING ARROW | 02775 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 8105 | LANE CLOSURE | 02653 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 1,550.00 | 0.00 | |||
| 8106 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 16,300.00 | 0.00 | |||
| 8107 | SIGNS | 02562M | SQ M | 0.00 | 29.760 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 8108 | PAVE STRIPING-PERM PAINT-150MM | 06515M | M | 0.00 | 610.000 | 0.000 | 0.000 | 4.22 | 0.00 | |||
| 8109 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 0.00 | 805.200 | 0.000 | 0.000 | 13.28 | 0.00 | |||
| 8110 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 0.00 | 805.200 | 0.000 | 0.000 | 13.28 | 0.00 | |||
| 8111 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | M | 0.00 | 402.600 | 0.000 | 0.000 | 11.28 | 0.00 | |||
| 8112 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | MTON | 0.00 | 340.125 | 0.000 | 0.000 | 177.93 | 0.00 | |||
| 8113 | FLOWABLE FILL | 02220M | CU M | 0.00 | 260.000 | 0.000 | 0.000 | 221.00 | 0.00 | |||
| 8114 | CULVERT PIPE-1350 MM | 00471M | M | 0.00 | 91.500 | 0.000 | 0.000 | 998.00 | 0.00 | |||
| 8115 | REMOVE & RESET GUARDRAIL | 02383M | M | 0.00 | 38.125 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 8116 | REMOVE FENCE | 02265M | M | 0.00 | 15.250 | 0.000 | 0.000 | 23.92 | 0.00 | |||
| 8117 | D G A BASE | 00001M | MTON | 0.00 | 250.000 | 0.000 | 0.000 | 48.35 | 0.00 | |||
| 8118 | EDGE KEY | 20992MD | M | 0.00 | 72.590 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 8119 | MOBILIZATION for Safeloading 54" Culvert Pipe | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,270.00 | 0.00 | |||
| 8120 | SAFELOADING | 02690M | CU M | 0.00 | 140.000 | 0.000 | 0.000 | 344.50 | 0.00 | |||
| 8121 | CHANNEL LINING CLASS III Grouted | 02484M | MTON | 0.00 | 45.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 8122 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 0.00 | 91.500 | 0.000 | 0.000 | 82.31 | 0.00 | |||
| 8123 | RELOCATE TEMP CONC MED BARRIER | 02003M | M | 0.00 | 91.500 | 0.000 | 0.000 | 24.44 | 0.00 | |||
| 8124 | STAKING | 02726 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0003 BRIDGE SB 510+516 | |||||||
| 0120 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 246.00 | 246.000 | 246.000 | 246.000 | 75.00 | 18,450.00 | |||
| 0121 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,115.00 | 1,115.000 | 0.000 | 0.000 | 9.65 | 0.00 | |||
| 0122 | MASONRY COATING | 02998M | SQ M | 3,351.00 | 3,351.000 | 3,351.000 | 3,351.000 | 12.00 | 40,212.00 | |||
| 0123 | CONCRETE-CLASS A | 08100M | CU M | 1,268.60 | 1,248.687 | 1,248.687 | 1,248.687 | 336.00 | 419,558.83 | |||
| 0124 | CONCRETE-CLASS AA | 08104M | CU M | 892.10 | 912.013 | 912.013 | 912.013 | 470.00 | 428,646.11 | |||
| 0125 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 1,896.00 | 1,896.000 | 1,390.560 | 1,390.560 | 22.00 | 30,592.32 | |||
| 0126 | PILES-STEEL HP360X132 | 08051M | M | 368.00 | 368.000 | 314.580 | 314.580 | 115.00 | 36,176.70 | |||
| 0127 | PILE POINTS-14 INCH | 08095 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 110.00 | 1,100.00 | |||
| 0128 | TEST PILES | 08033M | M | 41.00 | 41.000 | 41.000 | 41.000 | 115.00 | 4,715.00 | |||
| 0129 | STEEL REINF-EPOXY COATED | 08151M | KG | 187,839.00 | 187,866.240 | 187,866.240 | 187,866.240 | 1.26 | 236,711.46 | |||
| 0130 | STEEL REINFORCEMENT | 08150M | KG | 131,767.00 | 132,579.066 | 132,579.066 | 132,579.066 | 1.10 | 145,836.97 | |||
| 0131 | PRECAST PC I BEAM TYPE 9 | 08639M | M | 896.10 | 896.100 | 897.723 | 897.723 | 900.00 | 807,950.70 | |||
| 0132 | CHAIN LINK FENCE-2.7 M | 08713M | M | 92.70 | 92.700 | 92.700 | 92.700 | 145.00 | 13,441.50 | |||
| 0133 | APPROACH SLAB | 08500M | SQ M | 116.00 | 116.000 | 116.000 | 116.000 | 196.00 | 22,736.00 | |||
| 0134 | STRUCTURAL STEEL SB BRIDGE APPROX 1614 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0135 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,100.00 | 38,100.00 | |||
| 8016 | FOUNDATION PREPARATION SPECIAL 51+045.892 | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8017 | MASS CONCRETE | 10040MS | CU M | 0.00 | 76.500 | 76.160 | 76.160 | 221.01 | 16,832.12 | |||
| 8020 | MASS CONCRETE | 10040MS | CU M | 0.00 | 102.000 | 102.000 | 102.000 | 221.01 | 22,543.02 | |||
| 8021 | MASS CONCRETE Pier #3 | 10040MS | CU M | 0.00 | 46.000 | 45.900 | 45.900 | 221.01 | 10,144.35 | |||
| 8024 | MASS CONCRETE End Bent #1 Southbound | 10040MS | CU M | 0.00 | 30.600 | 30.600 | 30.600 | 221.01 | 6,762.90 | |||
| 8054 | APPROACH SLAB for Southbound E.B. #1 | 08500M | SQ M | 0.00 | 98.580 | 98.580 | 98.580 | 381.62 | 37,620.09 | |||
| 8055 | EXPANSION DAM-100 MM NEOPRENE for Southbound E.B. #1 Bridge | 08472M | M | 0.00 | 16.165 | 16.165 | 16.165 | 1,407.58 | 22,753.53 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0005 BRIDGE NB 510+516.00 | |||||||
| 0136 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 246.00 | 246.000 | 246.000 | 246.000 | 75.00 | 18,450.00 | |||
| 0137 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,173.00 | 1,173.000 | 0.000 | 0.000 | 9.65 | 0.00 | |||
| 0138 | MASONRY COATING | 02998M | SQ M | 2,604.00 | 2,604.000 | 2,604.000 | 2,604.000 | 12.00 | 31,248.00 | |||
| 0139 | CONCRETE-CLASS A | 08100M | CU M | 1,084.20 | 1,068.838 | 1,068.838 | 1,068.838 | 336.00 | 359,129.56 | |||
| 0140 | CONCRETE-CLASS AA | 08104M | CU M | 691.40 | 706.762 | 706.762 | 706.762 | 470.00 | 332,178.14 | |||
| 0141 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 1,048.00 | 1,048.000 | 724.120 | 724.120 | 22.00 | 15,930.64 | |||
| 0142 | PILES-STEEL HP360X132 | 08051M | M | 302.00 | 302.000 | 287.870 | 287.870 | 115.00 | 33,105.05 | |||
| 0143 | PILE POINTS-14 INCH | 08095 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 110.00 | 1,100.00 | |||
| 0144 | TEST PILES | 08033M | M | 34.00 | 34.000 | 34.000 | 34.000 | 115.00 | 3,910.00 | |||
| 0145 | STEEL REINF-EPOXY COATED | 08151M | KG | 142,749.00 | 142,758.080 | 142,758.080 | 142,758.080 | 1.26 | 179,875.18 | |||
| 0146 | STEEL REINFORCEMENT | 08150M | KG | 112,319.00 | 112,914.230 | 112,914.230 | 112,914.230 | 1.10 | 124,205.65 | |||
| 0147 | PRECAST PC I BEAM TYPE 9 | 08639M | M | 681.20 | 681.200 | 682.455 | 682.455 | 900.00 | 614,209.50 | |||
| 0148 | CHAIN LINK FENCE-2.7 M | 08713M | M | 92.70 | 92.700 | 92.700 | 92.700 | 145.00 | 13,441.50 | |||
| 0149 | APPROACH SLAB | 08500M | SQ M | 116.00 | 116.000 | 116.000 | 116.000 | 196.00 | 22,736.00 | |||
| 0150 | STRUCTURAL STEEL NB BRIBGE APPROX 1327 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0151 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,100.00 | 38,100.00 | |||
| 8022 | MASS CONCRETE Pier #1 | 10040MS | CU M | 0.00 | 99.500 | 99.450 | 99.450 | 221.01 | 21,979.44 | |||
| 8023 | MASS CONCRETE Pier #2 | 10040MS | CU M | 0.00 | 30.400 | 30.400 | 30.400 | 221.01 | 6,718.70 | |||
| 8056 | APPROACH SLAB for Northbound E.B. #1 | 08500M | SQ M | 0.00 | 98.580 | 98.580 | 98.580 | 381.62 | 37,620.09 | |||
| 8057 | EXPANSION DAM-100 MM NEOPRENE for Northbound E.B. #1 | 08472M | M | 0.00 | 16.165 | 16.165 | 16.165 | 1,407.58 | 22,753.53 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0007 BRIDGE 59+000 | |||||||
| 0152 | MASONRY COATING | 02998M | SQ M | 354.00 | 354.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0153 | RETAINING WALL | 08018M | SQ M | 387.00 | 387.000 | 387.000 | 387.000 | 592.00 | 229,104.00 | |||
| 0154 | GRANULAR EMBANKMENT | 02223M | CU M | 330.00 | 330.000 | 466.973 | 466.973 | 30.00 | 14,009.19 | |||
| 0155 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 1,135.00 | 1,135.000 | 670.522 | 670.522 | 2.00 | 1,341.04 | |||
| 0156 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0009 BRIDGE 1626+28 | |||||||
| 0157 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 32.10 | 121.012 | 121.012 | 121.012 | 9.65 | 1,167.76 | |||
| 0158 | CONCRETE-CLASS A | 08100M | CU M | 133.10 | 133.100 | 133.100 | 133.100 | 336.00 | 44,721.60 | |||
| 0159 | STEEL REINFORCEMENT | 08150M | KG | 6,182.00 | 6,182.000 | 6,182.000 | 6,182.000 | 1.10 | 6,800.20 | |||
| 0160 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0011 BRIDGE57+63.51 | |||||||
| 0161 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,237.00 | 2,722.582 | 3,037.000 | 3,037.000 | 9.65 | 29,307.05 | |||
| 0162 | CONCRETE-CLASS A | 08100M | CU M | 5,055.50 | 5,055.500 | 5,055.500 | 5,055.500 | 336.00 | 1,698,648.00 | |||
| 0163 | STEEL REINFORCEMENT | 08150M | KG | 616,080.00 | 619,585.957 | 619,585.957 | 619,585.957 | 1.10 | 681,544.55 | |||
| 0164 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0013 BRIDGE 1620+73.17 | |||||||
| 0165 | CONCRETE-CLASS A | 08100M | CU M | 85.90 | 65.700 | 65.700 | 65.700 | 336.00 | 22,075.20 | |||
| 0166 | STEEL REINFORCEMENT | 08150M | KG | 8,307.00 | 3,768.000 | 3,768.000 | 3,768.000 | 1.10 | 4,144.80 | |||
| 0167 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0015 WATERLINE | |||||||
| 0168 | DUCTILE IRON PIPE-250 MM | 01097M | M | 1,320.00 | 1,417.000 | 1,701.552 | 1,701.552 | 124.00 | 210,992.44 | |||
| 0169 | STEEL ENCASEMENT PIPE-400 MM | 01073M | M | 77.00 | 77.000 | 103.700 | 103.700 | 265.00 | 27,480.50 | |||
| 0170 | TIE-IN 10 INCH | 03470 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 2,000.00 | 20,000.00 | |||
| 0171 | GATE VALVE-10 INCH | 03530 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 1,550.00 | 23,250.00 | |||
| 0172 | FIRE HYDRANT | 02606 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0173 | RECONNECT SERVICE | 03437 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 0174 | COPPER PIPE-19 MM | 03360M | M | 70.00 | 70.000 | 70.720 | 70.720 | 62.00 | 4,384.64 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0017 SIGNING | |||||||
| 0175 | GMSS GALV STEEL TYPE A | 06400M | KG | 2,649.00 | 2,649.000 | 1,514.120 | 1,514.120 | 2.50 | 3,785.30 | |||
| 0176 | GMSS GALV STEEL TYPE B | 06440M | KG | 4,379.00 | 2,879.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0177 | GMSS GALV STEEL TYPE A | 06400M | KG | 2,155.00 | 2,155.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0178 | GMSS GALV STEEL TYPE B | 06440M | KG | 4,379.00 | 4,379.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0179 | GMSS ALUMINUM | 06402M | KG | 212.00 | 212.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0180 | CLASS A CONCRETE FOR SIGNS | 06490M | CU M | 14.33 | 14.330 | 15.180 | 15.180 | 550.00 | 8,349.00 | |||
| 0181 | SBM ALUMINUM PANEL SIGNS | 06405M | SQ M | 106.00 | 106.000 | 106.390 | 106.390 | 160.00 | 17,022.40 | |||
| 0182 | SBM ALUM SHEET SIGNS 2 MM | 06406M | SQ M | 30.00 | 30.000 | 29.650 | 29.650 | 142.00 | 4,210.30 | |||
| 0183 | SBM ALUM SHEET SIGNS 3 MM | 06407M | SQ M | 33.00 | 33.000 | 33.150 | 33.150 | 145.00 | 4,806.75 | |||
| 0184 | SBM GALV STEEL PANEL SIGNS | 06408M | SQ M | 106.00 | 106.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0185 | SBM GALV STEEL SHT SIGNS 12 GA | 06409M | SQ M | 63.00 | 63.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0186 | STEEL POST TYPE 2 | 06411M | M | 428.00 | 428.000 | 366.320 | 366.320 | 13.50 | 4,945.32 | |||
| 0187 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0188 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 200.00 | 200.000 | 117.000 | 117.000 | 30.00 | 3,510.00 | |||
| 0189 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 25.000 | 25.000 | 35.00 | 875.00 | |||
| 8069 | GMSS GALV STEEL TYPE C | 20996MD | KG | 0.00 | 1,500.000 | 1,497.410 | 1,497.410 | 16.12 | 24,138.24 | |||
| 8070 | STEEL REINFORCEMENT FOR SIGNS | 06491M | KG | 0.00 | 510.000 | 423.000 | 423.000 | 4.74 | 2,005.02 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0019 LIGHTING | |||||||
| 0190 | POLE 100 FT MTG HT HIGH MAST | 04712 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 12,996.00 | 116,964.00 | |||
| 0191 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 15,306.00 | 198,978.00 | |||
| 0192 | POLE BASE-HIGH MAST | 04742 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 3,969.00 | 87,318.00 | |||
| 0193 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,937.00 | 27,748.00 | |||
| 0194 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 125.00 | 125.000 | 125.000 | 125.000 | 619.00 | 77,375.00 | |||
| 0195 | MARKER | 04800 | EACH | 45.00 | 45.000 | 42.000 | 42.000 | 150.00 | 6,300.00 | |||
| 0196 | JUNCTION BOX TYPE A | 01650 | EACH | 13.00 | 13.000 | 17.000 | 17.000 | 550.00 | 9,350.00 | |||
| 0197 | JUNCTION BOX TYPE C | 01650 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 750.00 | 6,000.00 | |||
| 0198 | TRENCHING AND BACKFILLING | 04820M | M | 7,601.00 | 7,601.000 | 5,368.564 | 5,368.564 | 8.20 | 44,022.22 | |||
| 0199 | CONDUIT-88 MM | 04798M | M | 709.00 | 709.000 | 820.177 | 820.177 | 25.00 | 20,504.42 | |||
| 0200 | CABLE-NO. 8/3C DUCTED | 04860M | M | 1,807.00 | 1,807.000 | 2,110.873 | 2,110.873 | 7.80 | 16,464.80 | |||
| 0201 | CABLE-NO. 6/3C DUCTED | 04861M | M | 2,350.00 | 2,350.000 | 2,556.856 | 2,556.856 | 7.97 | 20,378.14 | |||
| 0202 | CABLE-NO. 4/3C DUCTED | 04862M | M | 2,735.00 | 2,735.000 | 2,735.695 | 2,735.695 | 8.86 | 24,238.25 | |||
| 8062 | EW~ Relocate HM5 Bent Branch Interchange | 10098NX | DOLL | 0.00 | 4,694.540 | 4,694.540 | 4,694.540 | 1.00 | 4,694.54 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0021 TRAINEE | |||||||
| 0203 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 7,000.00 | 7,000.000 | 6,295.000 | 6,295.000 | 0.80 | 5,036.00 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0023 MOB/DEMOB | |||||||
| 0204 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 210,000.00 | 210,000.00 | |||
| 0205 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.997 | 0.997 | 489,607.39 | 488,138.56 | |||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | Category | 0024 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8040 | STEEL PRICE ADJUSTMENT NON PARTICAPATING | 10100NS | DOLL | 0.00 | 31,770.970 | 31,770.970 | 31,770.970 | 1.00 | 31,770.97 | |||
| 8041 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 701,811.760 | 702,404.800 | 702,404.800 | 1.00 | 702,404.80 | |||
| 8043 | ASPHALT ADJUSTMENT NON PARTICIAPTING | 10030NS | DOLL | 0.00 | 37,639.360 | 39,265.920 | 39,265.920 | 1.00 | 39,265.92 | |||
| 8044 | STEEL PRICE ADJUSTMENT GUARDRAIL NON PARTICIPATING | 10100NS | DOLL | 0.00 | 3,786.080 | 3,786.080 | 3,786.080 | 1.00 | 3,786.08 | |||
| 8049 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | MTON | 0.00 | 150.000 | 143.450 | 143.450 | 57.43 | 8,238.33 | |||
| 8050 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 0.00 | 100.000 | 96.990 | 96.990 | 49.95 | 4,844.65 | |||
| 8051 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | MTON | 0.00 | 70.000 | 70.940 | 70.940 | 59.26 | 4,203.90 | |||
| 8052 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | MTON | 0.00 | 115.000 | 115.300 | 115.300 | 72.65 | 8,376.54 | |||
| 8053 | DROP BOX INLET TYPE 12A | 01550M | M | 0.00 | 53.660 | 49.990 | 49.990 | 911.82 | 45,581.88 | |||
| 8059 | REPLACE GRATE for Drop Box Inlet Type 1 | 20366ED | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 253.00 | 2,783.00 | |||
| 8060 | REPLACE GRATE for Drop Box Inlet Type 7 | 20366ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 408.00 | 408.00 | |||
| 8061 | REPLACE GRATE for Drop Box Inlet Type 5B | 20366ED | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 365.00 | 4,015.00 | |||
| 8066 | STEEL PRICE ADJUSTMENT for Guardrail NonParticipating | 10100NS | DOLL | 0.00 | 41,315.240 | 41,315.240 | 41,315.240 | 1.00 | 41,315.24 | |||
| 8068 | RECONSTRUCT MEDIAN BOX INLET | 01633 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,925.00 | 1,925.00 | |||
| 8096 | REPLACE GRATE for Drop Box Inlet Type 2 | 20366ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 498.75 | 498.75 | |||
| 8098 | STEEL PRICE ADJUSTMENT for signs | 10100NS | DOLL | 0.00 | 2,931.050 | 2,931.050 | 2,931.050 | 1.00 | 2,931.05 | |||
| SUBTOT | $100,000.00 |
$39,856,647.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0126-1-0I |
Piles-Steel HP 360X132 - SB | M |
368.00 | 0001 | $49.230000 | $18,116.64 | ||||||
0131-1-0I |
Precast PC I Beam Type 9 -C012-SB | M |
898.30 | 0001 | $568.960000 | $511,099.04 | ||||||
0134-1-0I |
Stay-in-Place Forms-SB | M |
180.74 | 0001 | $99.950000 | $18,065.76 | ||||||
0142-1-0I |
Piles-Steel HP 360X132-NB | M |
242.16 | 0001 | $49.230000 | $11,921.53 | ||||||
0147-1-0I |
Precast PC I Beam Type 9 -E012-NB | M |
681.89 | 0001 | $568.960000 | $387,971.54 | ||||||
0150-1-0I |
Stay-in-Place Forms-NB | M |
137.46 | 0001 | $131.420000 | $18,065.78 | ||||||
0190-1-0I |
Pole 30.5 MTG Ht High Mast- (S001) | EACH |
9.00 | 0001 | $9747.000000 | $87,723.00 | ||||||
0191-1-0I |
Pole 36.6 MTG HT High Mast (S002) | EACH |
13.00 | 0001 | $11132.900000 | $144,727.70 | ||||||
0194-1-0I |
HPS Luminaire High Mast (S005) | EACH |
125.00 | 0001 | $464.250000 | $58,031.25 | ||||||
0199-1-0I |
Conduit - 88MM (S010) | M |
305.00 | 0001 | $34.070000 | $10,391.35 | ||||||
0181-1-0I |
SBM ALUM PANEL SIGNS | SQ M |
106.00 | 0057 | $120.000000 | $12,720.00 | ||||||
0182-1-0I |
SBM ALUM SHEET SIGNS 2 MM | SQ M |
29.48 | 0057 | $73.770000 | $2,174.73 | ||||||
0183-1-0I |
SBM ALUM SHEET SIGNS 3 MM | SQ M |
33.28 | 0057 | $105.070000 | $3,496.72 | ||||||
0199-1-0A |
Conduit - 88MM (S010) | M |
76.25 | 0001 | $34.070000 | $-2,597.84 | ||||||
0199-1-0A |
Conduit - 88MM (S010) | M |
219.60 | 0003 | $34.070000 | $-7,481.77 | ||||||
0199-1-0A |
Conduit - 88MM (S010) | M |
9.15 | 0013 | $34.070000 | $-311.74 | ||||||
0190-1-0A |
Pole 30.5 MTG Ht High Mast- (S001) | EACH |
8.00 | 0017 | $9747.000000 | $-77,976.00 | ||||||
0191-1-0A |
Pole 36.6 MTG HT High Mast (S002) | EACH |
7.00 | 0017 | $11132.900000 | $-77,930.30 | ||||||
0194-1-0A |
HPS Luminaire High Mast (S005) | EACH |
43.00 | 0018 | $464.250000 | $-19,962.75 | ||||||
0194-1-0A |
HPS Luminaire High Mast (S005) | EACH |
53.00 | 0019 | $464.250000 | $-24,605.25 | ||||||
0126-1-0A |
Piles-Steel HP 360X132 - SB | M |
274.50 | 0020 | $49.230000 | $-13,513.63 | ||||||
0126-1-0A |
Piles-Steel HP 360X132 - SB | M |
40.08 | 0021 | $49.230000 | $-1,973.14 | ||||||
0142-1-0A |
Piles-Steel HP 360X132-NB | M |
242.16 | 0021 | $49.230000 | $-11,921.53 | ||||||
0131-1-0A |
Precast PC I Beam Type 9 -C012-SB | M |
217.93 | 0025 | $568.960000 | $-123,993.45 | ||||||
0147-1-0A |
Precast PC I Beam Type 9 -E012-NB | M |
217.93 | 0025 | $568.960000 | $-123,993.45 | ||||||
0131-1-0A |
Precast PC I Beam Type 9 -C012-SB | M |
448.06 | 0026 | $568.960000 | $-254,928.22 | ||||||
0147-1-0A |
Precast PC I Beam Type 9 -E012-NB | M |
139.90 | 0026 | $568.960000 | $-79,597.50 | ||||||
0147-1-0A |
Precast PC I Beam Type 9 -E012-NB | M |
93.27 | 0027 | $568.960000 | $-53,066.90 | ||||||
0147-1-0A |
Precast PC I Beam Type 9 -E012-NB | M |
230.10 | 0028 | $568.960000 | $-130,917.69 | ||||||
0131-1-0A |
Precast PC I Beam Type 9 -C012-SB | M |
230.11 | 0029 | $568.960000 | $-130,923.38 | ||||||
0134-1-0A |
Stay-in-Place Forms-SB | M |
1.00 | 0036 | $99.950000 | $-99.95 | ||||||
0131-1-0A |
Precast PC I Beam Type 9 -C012-SB | M |
1.62 | 0039 | $568.960000 | $-923.42 | ||||||
0147-1-0A |
Precast PC I Beam Type 9 -E012-NB | M |
0.69 | 0039 | $568.960000 | $-396.00 | ||||||
0191-1-0A |
Pole 36.6 MTG HT High Mast (S002) | EACH |
4.00 | 0045 | $11132.900000 | $-44,531.60 | ||||||
0194-1-0A |
HPS Luminaire High Mast (S005) | EACH |
24.00 | 0045 | $464.250000 | $-11,142.00 | ||||||
0194-1-0A |
HPS Luminaire High Mast (S005) | EACH |
5.00 | 0047 | $464.250000 | $-2,321.25 | ||||||
0190-1-0A |
Pole 30.5 MTG Ht High Mast- (S001) | EACH |
1.00 | 0055 | $9747.000000 | $-9,747.00 | ||||||
0191-1-0A |
Pole 36.6 MTG HT High Mast (S002) | EACH |
2.00 | 0055 | $11132.900000 | $-22,265.80 | ||||||
0182-1-0A |
SBM ALUM SHEET SIGNS 2 MM | SQ M |
29.48 | 0059 | $73.770000 | $-2,174.73 | ||||||
0183-1-0A |
SBM ALUM SHEET SIGNS 3 MM | SQ M |
30.71 | 0059 | $105.070000 | $-3,226.69 | ||||||
0183-1-0A |
SBM ALUM SHEET SIGNS 3 MM | SQ M |
2.44 | 0060 | $105.070000 | $-256.37 | ||||||
0181-1-0A |
SBM ALUM PANEL SIGNS | SQ M |
106.00 | 0064 | $120.000000 | $-12,720.00 | ||||||
0126-10C |
Piles-Steel HP 360X132 - SB | M |
0.00 | 0047 | $49.230000 | $-2,629.87 | ||||||
0131-10C |
Precast PC I Beam Type 9 -C012-SB | M |
0.00 | 0047 | $568.959996 | $-330.57 | ||||||
0134-10C |
Stay-in-Place Forms-SB | M |
0.00 | 0047 | $99.949986 | $-17,965.81 | ||||||
0150-10C |
Stay-in-Place Forms-NB | M |
0.00 | 0047 | $131.419987 | $-18,065.78 | ||||||
0183-10C |
SBM ALUM SHEET SIGNS 3 MM | SQ M |
0.00 | 0065 | $105.069712 | $-13.66 | ||||||
| SUBTOT | $0.00 |
|||||||||||