|
Report_Id: 061032 Est NO 0048 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061032 | Estimate Number | 0048 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | T & C CONTRACTING INC | ADDR SN 0 VC Code VC0000098156 | |||||
| 6301 PENDLETON RD | |||||||
| LOUISVILLE , KY , 40272 | |||||||
| Pay Period | 09/10/2010 TO 02/07/2013 | ||||||
| Date Approved | 02/21/2013 | ||||||
| Primary Proj Number | DE056144706W1 | ||||||
| Project No. | FD04 056 1447 002-005 | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WESTPORT ROAD (KY 1447) JL01 | ||||||
| Description | FROM LYNDON LANE TO HURSTBOURNE PARKWAY | ||||||
| Date Let | 06/23/2006 | Formal Acceptance | 06/20/2008 | ||||
| Date Awarded | 06/28/2006 | Date Work Began | 08/11/2006 | ||||
| Date Contract Executed | 07/12/2006 | Open To Traffic | 06/20/2008 | ||||
| Date NTP Issued | 07/12/2006 | Actual Completion Date | 06/20/2008 | ||||
| Current Contract Amount | $11,243,543.44 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,495,980.99 |
Total Earnings | $11,342,906.58 |
$11,252,832.64 |
$90,073.94 |
|
| Percent Complete | 99.64 |
Stockpiled Materials | $0.03 |
$0.03 |
$0.00 |
|
| Funds Available | $40,186.58 |
Gross Earnings | $11,342,906.61 |
$11,252,832.67 |
$90,073.94 |
|
| Total Change Orders | $747,562.45 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $11,203,356.86 |
$11,113,282.92 |
$90,073.94 |
|||
| Contract Id | 061032 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0048 | Project Number | FD04 056 1447 002-005 | |||||||
| Contractor | T & C CONTRACTING INC | Period | 09/10/2010 TO 02/07/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Change Waterline to HDPE/Pavement Design Change/Added Items | Approved | 04/02/2007 | $-1.00 | 0.0 | |||||
| 002 | Change Culverts to Precast Arch Spans - Add'l Misc. Items | Approved | 04/26/2007 | $-1.75 | 0.0 | |||||
| 003 | Change Pavement Design / Erosion Control Items | Approved | 05/14/2007 | $-58,602.67 | 0.0 | |||||
| 004 | Waterline Changes and Electrical | Approved | 03/04/2008 | $28,831.69 | 1.0 | |||||
| 005 | Added items for New District Office / Various Properties | Approved | 09/22/2008 | $549,118.83 | 7.0 | |||||
| 006 | ADA Modifications to Project | Approved | 01/12/2010 | $160,418.35 | 0.0 | |||||
| 007 | Administrative Settlement - Rideability | Approved | 01/25/2010 | $32,799.00 | 0.0 | |||||
| 008 | Lot Pay Adj., Asphalt Adj., Fuel Adjust. Override | Approved | 02/01/2013 | $0.00 | 0.0 | |||||
| 009 | Fuel Adjustment for Project | Approved | 03/26/2013 | $35,000.00 | 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 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | 10.00 |
$50.00 |
$500.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | -75.00 |
$50.00 |
$-3,750.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | 47.30 |
$50.00 |
$2,365.14 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | 24.34 |
$50.00 |
$1,217.06 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | -17.50 |
$50.00 |
$-875.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | -195.00 |
$57.00 |
$-11,115.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | -26.31 |
$57.00 |
$-1,500.10 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | -17.50 |
$57.00 |
$-997.50 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0038 | 30.00 |
$57.00 |
$1,710.00 |
||
| DE056144706W1 | 0010 | DGA BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$1,423.79 |
||
| DE056144706W1 | 0040 | LEVELING & WEDGING PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-1,000.67 |
||
| DE056144706W1 | 0050 | CL2 ASPH BASE 25.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-698.60 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-31,874.55 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$12,293.23 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-30,486.64 |
||
| DE056144706W1 | 0080 | CL2 ASPH SURF 9.50C PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-104.40 |
||
| DE056144706W1 | 8036 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0040 | 0.00 |
$0.00 |
$-178.19 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -17.50 |
$50.00 |
$-875.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | 10.00 |
$50.00 |
$500.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -75.00 |
$50.00 |
$-3,750.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | 47.30 |
$50.00 |
$2,365.14 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | 25.82 |
$50.00 |
$1,291.01 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -195.00 |
$57.00 |
$-11,115.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -17.50 |
$57.00 |
$-997.50 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | 30.00 |
$57.00 |
$1,710.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -26.31 |
$57.00 |
$-1,500.10 |
||
| DE056144706W1 | 0080 | CL2 ASPH SURF 9.50C PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | 30.72 |
$85.00 |
$2,611.31 |
||
| DE056144706W1 | 0090 | CL3 ASPH SURF 12.5A PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -87.50 |
$64.50 |
$-5,643.75 |
||
| DE056144706W1 | 0090 | CL3 ASPH SURF 12.5A PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0043 | -121.66 |
$64.50 |
$-7,847.61 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | 17.50 |
$50.00 |
$875.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | -10.00 |
$50.00 |
$-500.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | 75.00 |
$50.00 |
$3,750.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | -47.30 |
$50.00 |
$-2,365.00 |
||
| DE056144706W1 | 0060 | CL3 ASPH BASE 19.0D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | -25.82 |
$50.00 |
$-1,291.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | 195.00 |
$57.00 |
$11,115.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | 17.50 |
$57.00 |
$997.50 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | -30.00 |
$57.00 |
$-1,710.00 |
||
| DE056144706W1 | 0070 | CL3 ASPH BASE 19.0D PG76-22 | ASPHALT LOT PAY ADJUSTMENT | 0044 | 26.31 |
$57.00 |
$1,499.67 |
||
| DE056144706W1 | 0090 | CL3 ASPH SURF 12.5A PG76-22 | RIDEABILITY | 0045 | -1,017.02 |
$64.50 |
$-65,598.01 |
||
| Contract Id | 061032 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | ARHG ASPHALT REHAB WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE056144706W1 | ||||||
| Estimate Nbr | 0048 | Period | 09/10/2010 TO 02/07/2013 | |||||||
| Contractor | T & C CONTRACTING INC | |||||||||
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | 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 | |
| 0010 | DGA BASE | 00001M | MTON | 22,333.00 | 26,732.000 | 43,610.350 | 43,610.350 | 15.60 | 680,321.46 | |||
| 0020 | TRAFFIC BOUND BASE | 00020M | MTON | 1,260.00 | 1,260.000 | -1.000 | 57.900 | 56.900 | 17.00 | -17.00 | 967.30 | |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 2.00 | 2.000 | 152.210 | 152.210 | 20.00 | 3,044.20 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 1,116.00 | 1,116.000 | -0.020 | 371.150 | 371.130 | 58.50 | -1.17 | 21,711.10 | |
| 0050 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 2,928.00 | 2,928.000 | 368.930 | 368.930 | 72.70 | 26,821.21 | |||
| 0060 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 24,609.00 | 12,302.900 | 17,280.220 | 17,280.220 | 50.00 | 864,011.00 | |||
| 0070 | CL3 ASPH BASE 19.0D PG76-22 | 00225M | MTON | 13,376.00 | 13,376.000 | 280.170 | 13,169.670 | 13,449.840 | 57.00 | 15,969.69 | 766,640.88 | |
| 0080 | CL2 ASPH SURF 9.50C PG64-22 | 00304M | MTON | 1,487.00 | 3,420.000 | 2,304.100 | 2,304.100 | 85.00 | 195,848.50 | |||
| 0090 | CL3 ASPH SURF 12.5A PG76-22 | 00332M | MTON | 7,112.00 | 7,112.000 | 6,841.890 | 6,841.890 | 64.50 | 441,301.90 | |||
| 0100 | ENTRANCE PIPE-375 MM | 00440M | M | 10.30 | 10.300 | 18.900 | 18.900 | 100.00 | 1,890.00 | |||
| 0110 | ENTRANCE PIPE-450 MM | 00441M | M | 24.60 | 24.600 | 15.300 | 15.300 | 115.00 | 1,759.50 | |||
| 0120 | STORM SEWER PIPE-300 MM | 00520M | M | 7.60 | 7.600 | 37.500 | 37.500 | 100.00 | 3,750.00 | |||
| 0130 | STORM SEWER PIPE-375 MM | 00521M | M | 1,235.70 | 1,235.700 | 1,272.700 | 1,272.700 | 135.00 | 171,814.50 | |||
| 0140 | STORM SEWER PIPE-450 MM | 00522M | M | 2,098.40 | 2,101.000 | 2,121.700 | 2,121.700 | 180.00 | 381,906.00 | |||
| 0150 | STORM SEWER PIPE-600 MM | 00524M | M | 1,017.20 | 1,041.200 | 1,005.350 | 1,005.350 | 240.00 | 241,284.00 | |||
| 0160 | STORM SEWER PIPE-750 MM | 00526M | M | 198.40 | 198.400 | 196.000 | 196.000 | 220.00 | 43,120.00 | |||
| 0170 | STORM SEWER PIPE-900 MM | 00528M | M | 58.80 | 58.800 | 58.000 | 58.000 | 300.00 | 17,400.00 | |||
| 0180 | STORM SEWER PIPE-1050 MM | 00529M | M | 244.20 | 244.200 | 237.540 | 237.540 | 290.00 | 68,886.60 | |||
| 0190 | STORM SEWER PIPE-1200 MM | 00530M | M | 5.00 | 5.000 | 3.500 | 3.500 | 300.00 | 1,050.00 | |||
| 0200 | STORM SEWER PIPE-750 MM EQUIV | 00556M | M | 68.20 | 68.200 | 68.600 | 68.600 | 300.00 | 20,580.00 | |||
| 0210 | STORM SEWER PIPE-1200 MM EQUIV | 00560M | M | 17.80 | 17.800 | 17.900 | 17.900 | 500.00 | 8,950.00 | |||
| 0220 | PERFORATED PIPE-100 MM | 01000M | M | 165.00 | 165.000 | 106.140 | 106.140 | 25.00 | 2,653.50 | |||
| 0230 | NON-PERFORATED PIPE-100 MM | 01010M | M | 30.00 | 30.000 | 4.000 | 4.000 | 25.00 | 100.00 | |||
| 0240 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0250 | STEEL ENCASEMENT PIPE-400 MM | 01073M | M | 33.00 | 33.000 | 32.300 | 32.300 | 450.00 | 14,535.00 | |||
| 0260 | REMOVE PIPE | 01310M | M | 1,121.00 | 1,121.000 | 1,282.128 | 1,282.128 | 57.00 | 73,081.29 | |||
| 0270 | CURB BOX INLET TYPE A | 01456 | EACH | 87.00 | 89.000 | 89.000 | 89.000 | 3,600.00 | 320,400.00 | |||
| 0280 | CURB BOX INLET TYPE F | 01487 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,600.00 | 25,600.00 | |||
| 0290 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 0300 | DROP BOX INLET TYPE 11 | 01544 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 1,450.00 | 27,550.00 | |||
| 0310 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 2,800.00 | 28,000.00 | |||
| 0320 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0330 | DROP BOX INLET TYPE 15 | 01580 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 0340 | JUNCTION BOX-375 MM | 01641M | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 900.00 | 3,600.00 | |||
| 0350 | JUNCTION BOX-450 MM | 01642M | EACH | 8.00 | 9.000 | 9.000 | 9.000 | 1,000.00 | 9,000.00 | |||
| 0360 | JUNCTION BOX-600 MM | 01643M | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,400.00 | 7,000.00 | |||
| 0370 | JUNCTION BOX-750 MM | 01644M | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0380 | FILL AND CAP INLET | 01717 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 600.00 | 25,200.00 | |||
| 0390 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,700.00 | 5,100.00 | |||
| 0400 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0410 | MANHOLE TYPE C | 01767 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,200.00 | 22,400.00 | |||
| 0420 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 0430 | SANITARY SEWER MANHOLE 200 MM | 01799 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0440 | STANDARD CURB AND GUTTER | 01810M | M | 7,194.00 | 0.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0450 | STANDARD HEADER CURB | 01875M | M | 1,703.00 | 1,823.000 | 1,743.400 | 1,743.400 | 35.00 | 61,019.00 | |||
| 0460 | BARRIER HEADER CURB | 01880M | M | 71.00 | 71.000 | 10.370 | 10.370 | 50.00 | 518.50 | |||
| 0470 | BARRICADE-TYPE III | 02014 | EACH | 40.00 | 40.000 | 9.000 | 9.000 | 130.00 | 1,170.00 | |||
| 0480 | PAVED DITCH TYPE 1 | 02157M | SQ M | 231.00 | 231.000 | 250.610 | 250.610 | 84.00 | 21,051.24 | |||
| 0490 | TEMPORARY DITCH | 02159M | M | 4,083.00 | 4,083.000 | 243.000 | 243.000 | 6.00 | 1,458.00 | |||
| 0500 | ROADWAY EXCAVATION | 02200M | CU M | 55,762.00 | 0.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0510 | GRANULAR EMBANKMENT | 02223M | CU M | 23,900.00 | 0.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0520 | WATER | 02242M | CU M | 750.00 | 750.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0530 | FENCE-1.2 M CHAIN LINK | 02273M | M | 60.00 | 60.000 | 60.000 | 60.000 | 80.00 | 4,800.00 | |||
| 0540 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 46.00 | 309.000 | 366.090 | 366.090 | 65.00 | 23,795.85 | |||
| 0550 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 5.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0560 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 101.00 | 101.000 | 94.000 | 94.000 | 100.00 | 9,400.00 | |||
| 0570 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0580 | CAP MANHOLE | 02479M | SQ M | 5.00 | 5.000 | 2.400 | 2.400 | 400.00 | 960.00 | |||
| 0590 | CHANNEL LINING CLASS IA | 02482M | MTON | 14.00 | 14.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0600 | CHANNEL LINING CLASS II | 02483M | MTON | 22.00 | 30.000 | 328.450 | 328.450 | 32.00 | 10,510.40 | |||
| 0610 | CLEARING AND GRUBBING 24 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 0620 | SIGNS | 02562M | SQ M | 220.00 | 220.000 | 144.160 | 144.160 | 50.00 | 7,208.00 | |||
| 0630 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 30.00 | 30.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0640 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 161,750.00 | 163,726.000 | 163,539.790 | 163,539.790 | 1.85 | 302,548.61 | |||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0660 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0670 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 290.00 | 290.000 | 839.480 | 839.480 | 35.00 | 29,381.80 | |||
| 0680 | SAFELOADING | 02690M | CU M | 32.00 | 32.000 | 28.900 | 28.900 | 250.00 | 7,225.00 | |||
| 0690 | TEMPORARY SILT FENCE | 02701M | M | 1,500.00 | 3,000.000 | 2,050.230 | 2,050.230 | 8.45 | 17,324.44 | |||
| 0700 | SILT TRAP TYPE A NO. 1 | 02703 | EACH | 5.00 | 7.000 | 2.000 | 2.000 | 380.00 | 760.00 | |||
| 0710 | SILT TRAP TYPE A NO. 2 | 02703 | EACH | 1.00 | 3.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0720 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 440.00 | 11,000.00 | |||
| 0730 | CLEAN SILT TRAP TYPE A NO. 1 | 02706 | EACH | 10.00 | 15.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 0740 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | EACH | 2.00 | 5.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 0750 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 50.00 | 55.000 | 20.000 | 20.000 | 83.00 | 1,660.00 | |||
| 0760 | SIDEWALK-100 MM CONCRETE | 02720M | SQ M | 9,643.00 | 9,643.000 | 10,532.410 | 10,532.410 | 40.50 | 426,562.60 | |||
| 0770 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0780 | PVC PIPE-300 MM | 03391M | M | 2.00 | 2.000 | 11.500 | 11.500 | 150.00 | 1,725.00 | |||
| 0790 | EROSION CONTROL BLANKET | 05950M | SQ M | 19,694.00 | 21,500.000 | 23,387.740 | 23,387.740 | 1.32 | 30,871.81 | |||
| 0800 | TEMPORARY MULCH | 05952M | SQ M | 10,792.00 | 35,000.000 | 9,077.300 | 9,077.300 | 0.22 | 1,997.00 | |||
| 0810 | SEEDING AND PROTECTION | 05985M | SQ M | 19,694.00 | 19,694.000 | 35,443.520 | 35,443.520 | 0.34 | 12,050.79 | |||
| 0820 | SODDING | 05990M | SQ M | 21,522.00 | 32,522.000 | 32,623.990 | 32,623.990 | 2.99 | 97,545.73 | |||
| 0830 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 5,660.00 | 39,500.000 | 39,453.690 | 39,453.690 | 0.43 | 16,965.08 | |||
| 0840 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 11,802.00 | 11,802.000 | 13,092.000 | 13,092.000 | 0.56 | 7,331.52 | |||
| 0850 | PAVE MARKING-THERMO X-WALK-300 MM | 06566M | M | 586.00 | 586.000 | 473.500 | 473.500 | 9.85 | 4,663.97 | |||
| 0860 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 194.00 | 194.000 | 194.130 | 194.130 | 19.70 | 3,824.36 | |||
| 0870 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | SQ M | 384.00 | 384.000 | 220.000 | 220.000 | 5.00 | 1,100.00 | |||
| 0880 | PAVE MARKING-DOTTED LANE EXTEN | 06572M | M | 110.00 | 110.000 | 127.000 | 127.000 | 4.92 | 624.84 | |||
| 0890 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 49.000 | 49.000 | 110.00 | 5,390.00 | |||
| 0900 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 297.00 | 297.000 | 332.000 | 332.000 | 27.50 | 9,130.00 | |||
| 0910 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 480.00 | 480.000 | 532.000 | 532.000 | 27.50 | 14,630.00 | |||
| 0920 | CONCRETE-CLASS A | 08100M | CU M | 9.61 | 14.520 | 42.530 | 42.530 | 950.00 | 40,403.50 | |||
| 0930 | STEEL REINFORCEMENT | 08150M | KG | 347.40 | 498.000 | 493.800 | 493.800 | 1.70 | 839.46 | |||
| 0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 24.00 | 24.000 | 19.000 | 19.000 | 125.00 | 2,375.00 | |||
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 24.00 | 30.000 | 13.000 | 13.000 | 75.00 | 975.00 | |||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0970 | EDGE KEY | 20992MD | M | 16.00 | 16.000 | 102.700 | 102.700 | 16.00 | 1,643.20 | |||
| 0980 | MOVEABLE CURB | 21086ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0990 | PVC ELBOW CONNECTION 300MM | 21087ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 1000 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 1010 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21435MS214 | SQ M | 43,940.00 | 43,940.000 | 22,076.640 | 22,076.640 | 1.90 | 41,945.61 | |||
| 8010 | REMOVE TREES OR STUMPS 1700 Devondale | 02460 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,879.50 | 1,879.50 | |||
| 8011 | PVC PIPE-150 MM Connection to DBI at Rt. Sta 6+304 for BellSouth Facility | 03385M | M | 0.00 | 22.000 | 23.300 | 23.300 | 100.00 | 2,330.00 | |||
| 8012 | REMOVE GUARDRAIL | 02381M | M | 0.00 | 275.000 | 267.000 | 267.000 | 3.75 | 1,001.25 | |||
| 8013 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 8014 | CLEAN TEMPORARY SILT FENCE Cleaning of Temporary Silt Ditches | 02709M | M | 0.00 | 2,000.000 | 36.000 | 36.000 | 1.25 | 45.00 | |||
| 8015 | PAVEMENT REPLACEMENT Repair of Trenches in Existing Pavement | 21522MD | MTON | 0.00 | 170.000 | 1.000 | 229.100 | 230.100 | 58.50 | 58.50 | 13,460.85 | |
| 8016 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 0.00 | 12.000 | 12.000 | 12.000 | 315.00 | 3,780.00 | |||
| 8017 | PAVE STRIPING REMOVAL-100 MM Waterblast removal | 06530M | M | 0.00 | 8,300.000 | 8,249.560 | 8,249.560 | 2.85 | 23,511.24 | |||
| 8018 | REMOVE CONCRETE SIDEWALK | 02721M | SQ M | 0.00 | 597.000 | 665.120 | 665.120 | 18.50 | 12,304.72 | |||
| 8019 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 0.00 | 26,380.000 | 23,520.850 | 23,520.850 | 20.10 | 472,769.08 | |||
| 8020 | GEOGRID REINFORCEMENT Tensar BX 1200 Geogrid Type II | 20263MD | SQ M | 0.00 | 79,666.000 | 80,325.740 | 80,325.740 | 9.35 | 751,045.66 | |||
| 8021 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 0.00 | 45,000.000 | 9,987.000 | 9,987.000 | 0.31 | 3,095.97 | |||
| 8022 | STANDARD CURB AND GUTTER MOD Additional Thickness for Asphalt Base Deduction | 01811M | M | 0.00 | 7,250.000 | 7,660.084 | 7,660.084 | 47.50 | 363,853.99 | |||
| 8024 | REMOVE MANHOLE BellSouth @ Lt. Sta. 3+680 | 01787 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 589.84 | 589.84 | |||
| 8025 | CONCRETE BARRIER WALL TYPE 9T Furnish - Install and Remove | 03171M | M | 0.00 | 49.000 | 49.000 | 49.000 | 55.00 | 2,695.00 | |||
| 8026 | CONSTRUCTION TRAILER Adjusted Price | 21325ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| 8027 | RETAINING WALL Modular Block Wall | 08018M | SQ M | 0.00 | 20.000 | 20.000 | 20.000 | 252.84 | 5,056.80 | |||
| 8028 | REMOVE PAVEMENT OUTSIDE TYPICAL SECTION | 02091M | SQ M | 0.00 | 885.000 | 339.000 | 545.000 | 884.000 | 9.75 | 3,305.25 | 8,619.00 | |
| 8032 | ADJUST CATCH BASIN Structure 91A Conflict | 01709 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 863.78 | 863.78 | |||
| 8034 | COST PLUS WORK Structure 97 Conflict with AT&T Duct | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 795.01 | 795.01 | |||
| 8035 | COST PLUS WORK Conflicts with AT&T Manholes 3+680/3+695 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,789.41 | 2,789.41 | |||
| 8036 | EMBANKMENT IN PLACE | 02230M | CU M | 0.00 | 52,932.000 | 728.430 | 52,203.570 | 52,932.000 | 17.45 | 12,711.10 | 923,663.40 | |
| 8041 | COST PLUS WORK Rt. Sta. 5+822 - Structure 66B | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,680.72 | 1,680.72 | |||
| 8042 | COST PLUS WORK Rt. Sta 5+780 - BellSouth Conflict | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,412.68 | 2,412.68 | |||
| 8043 | COST PLUS WORK Sta. 3+945.5 - BellSouth Conflict | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,585.35 | 2,585.35 | |||
| 8044 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 8045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 8047 | EW~ Additional Work to Revise Entrance to Countrybrook Apts | 10090NX | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,303.34 | 1,303.34 | 1,303.34 | |
| 8048 | MANHOLE TYPE C Purchase 1/2 of Structure not used due to New DO Entrance | 01767 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,500.19 | 1,500.19 | 1,500.19 | |
| 8049 | MOBILIZATION FOR MILL & TEXT Additional Milling for Winter Opening | 02676 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 750.00 | 750.00 | 750.00 | |
| 8051 | REMOVE Asphalt wedges around manholes - Winter Temp Pavement | 09326M03 | EACH | 0.00 | 35.000 | 35.000 | 0.000 | 35.000 | 46.00 | 1,610.00 | 1,610.00 | |
| 8052 | FLASHING ARROW | 02775 | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 1,333.35 | 4,000.05 | 4,000.05 | |
| 8053 | INSTALL SIGN Square Post and Supplied TARC Sign | 09507 | EACH | 0.00 | 30.000 | 30.000 | 0.000 | 30.000 | 143.00 | 4,290.00 | 4,290.00 | |
| 8054 | COST PLUS WORK Construct Special Concrete Entrances to Parcel 110 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,591.24 | 7,591.24 | 7,591.24 | |
| 8055 | SIDEWALK RAMP TYPE 1 Remove existing & install new with detectible domes per ADA. | 03287 | EACH | 0.00 | 80.000 | 80.000 | 80.000 | 1,915.82 | 153,265.60 | |||
| 8056 | MAINTAIN & CONTROL TRAFFIC Retrofit Sidewalk Ramps for ADA Compliance | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,152.75 | 7,152.75 | |||
| 8057 | ADMINISTRATIVE SETTLEMENT Rideability | 10104NX | DOLL | 0.00 | 32,799.000 | 32,799.000 | 32,799.000 | 1.00 | 32,799.00 | |||
| 8058 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -12,445.400 | 0.000 | -12,445.400 | 1.00 | -12,445.40 | -12,445.40 | |
| 8059 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 2,692.390 | 0.000 | 2,692.390 | 1.00 | 2,692.39 | 2,692.39 | |
| 8060 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 35,000.001 | 36,407.420 | 0.000 | 36,407.420 | 1.00 | 36,407.42 | 36,407.42 | |
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0002 BRIDGE | |||||||
| 1020 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 10.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1030 | FOUNDATION PREPARATION 25140 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 31,000.00 | 0.00 | |||
| 1040 | CONCRETE-CLASS A | 08100M | CU M | 602.30 | 0.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 1050 | STEEL REINFORCEMENT | 08150M | KG | 61,617.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 8008 | PRECAST CULVERT STRUCTURE-3 SIDED Structure #25140 over Goose Creek - Under Westport Road | 20510ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 384,033.65 | 384,033.65 | |||
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0003 BRIDGE | |||||||
| 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 35.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1070 | FOUNDATION PREPARATION 25141 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 1080 | CONCRETE-CLASS A | 08100M | CU M | 69.30 | 0.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 1090 | STEEL REINFORCEMENT | 08150M | KG | 2,601.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 8009 | PRECAST CULVERT STRUCTURE-3 SIDED Structure #25141 over Unnamed Stream - Under Old Westport Rd | 20510ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 82,830.55 | 82,830.55 | |||
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0004 SIGNALIZATION | |||||||
| 1100 | CONDUIT-31 MM | 04793M | M | 256.10 | 256.100 | 97.860 | 97.860 | 23.00 | 2,250.78 | |||
| 1110 | CONDUIT-50 MM | 04795M | M | 48.00 | 48.000 | 0.000 | 0.000 | 38.88 | 0.00 | |||
| 1120 | JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 1130 | TRENCHING AND BACKFILLING | 04820M | M | 186.30 | 186.300 | 19.500 | 19.500 | 19.70 | 384.15 | |||
| 1140 | LOOP WIRE | 04830M | M | 2,063.10 | 2,063.100 | 2,049.700 | 2,049.700 | 1.47 | 3,013.05 | |||
| 1150 | CABLE-NO. 14/5C | 04844M | M | 1,839.60 | 1,839.600 | 1,691.260 | 1,691.260 | 4.42 | 7,475.36 | |||
| 1160 | CABLE-NO. 14/7C | 04845M | M | 272.00 | 272.000 | 235.060 | 235.060 | 4.42 | 1,038.96 | |||
| 1170 | CABLE-NO. 14/1 PAIR | 04850M | M | 1,334.90 | 1,334.900 | 679.570 | 679.570 | 4.42 | 3,003.69 | |||
| 1180 | SIGNAL PEDESTAL | 04882 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1190 | MESSENGER-48.0 KN | 04885M | M | 658.40 | 658.400 | 696.670 | 696.670 | 10.66 | 7,426.50 | |||
| 1200 | LOOP SAW SLOT AND FILL | 04895M | M | 897.60 | 897.600 | 986.260 | 986.260 | 41.00 | 40,436.66 | |||
| 1210 | PEDESTRIAN DETECTOR | 04900 | EACH | 32.00 | 32.000 | 26.000 | 26.000 | 155.00 | 4,030.00 | |||
| 1220 | SIGNAL-203 MM | 04910M | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 321.00 | 5,136.00 | |||
| 1230 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 26.00 | 26.000 | 25.000 | 25.000 | 685.00 | 17,125.00 | |||
| 1240 | SIGNAL-5 SECTION 305 MM | 04914M | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 980.00 | 5,880.00 | |||
| 1250 | SIGNAL-PEDESTRIAN | 04916 | EACH | 34.00 | 34.000 | 36.000 | 36.000 | 757.00 | 27,252.00 | |||
| 1260 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,000.00 | 16,000.00 | |||
| 1270 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,800.00 | 11,200.00 | |||
| 1280 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 2,500.00 | 75,000.00 | |||
| 1290 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 1300 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1310 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 1320 | AUDIBLE PEDESTRIAN DETECTOR | 20495NS835 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 700.00 | 1,400.00 | 1,400.00 | |
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0005 WATERLINE | |||||||
| 1330 | STEEL ENCASEMENT PIPE-500 MM | 01076M | M | 47.00 | 26.000 | 25.900 | 25.900 | 665.00 | 17,223.50 | |||
| 1340 | STEEL ENCASEMENT PIPE-600 MM | 01081M | M | 254.00 | 120.750 | 116.210 | 116.210 | 870.00 | 101,102.70 | |||
| 1350 | DUCTILE IRON PIPE-100 MM | 01091M | M | 4.00 | 4.000 | 20.440 | 20.440 | 150.00 | 3,066.00 | |||
| 1360 | DUCTILE IRON PIPE-150 MM | 01093M | M | 18.00 | 18.000 | 66.185 | 66.185 | 400.00 | 26,474.00 | |||
| 1370 | DUCTILE IRON PIPE-200 MM | 01095M | M | 263.00 | 263.000 | 358.690 | 358.690 | 250.00 | 89,672.50 | |||
| 1380 | DUCTILE IRON PIPE-300 MM | 01099M | M | 2,312.00 | 2,192.000 | 2,383.670 | 2,383.670 | 121.00 | 288,424.07 | |||
| 1390 | FIRE HYDRANT | 02606 | EACH | 23.00 | 15.000 | 16.000 | 16.000 | 530.00 | 8,480.00 | |||
| 1400 | GATE VALVE-100 MM | 03524M | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 235.00 | 470.00 | |||
| 1410 | GATE VALVE-150 MM | 03526M | EACH | 28.00 | 29.000 | 35.000 | 35.000 | 235.00 | 8,225.00 | |||
| 1420 | GATE VALVE-200 MM | 03528M | EACH | 12.00 | 13.000 | 15.000 | 15.000 | 235.00 | 3,525.00 | |||
| 1430 | GATE VALVE-300 MM | 03532M | EACH | 68.00 | 70.000 | 68.000 | 68.000 | 235.00 | 15,980.00 | |||
| 1440 | GATE VALVE-400 MM | 03536M | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 1450 | CONNECT TO WATER MAIN-16 IN TAPPING SLEEVE | 20883ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1460 | STEEL ENCASEMENT PIPE 750MM | 21088MD | M | 22.00 | 22.000 | 24.400 | 24.400 | 850.00 | 20,740.00 | |||
| 1470 | DPW 400MM | 21089MD | M | 72.00 | 72.000 | 71.980 | 71.980 | 150.00 | 10,797.00 | |||
| 1480 | HDPE WATER MAIN 300MM | 21092MD | M | 374.00 | 611.350 | 573.400 | 573.400 | 225.00 | 129,015.00 | |||
| 1490 | HDPE SERVICE SLEEVE 100MM | 21106MD | M | 25.00 | 90.000 | 51.000 | 51.000 | 80.00 | 4,080.00 | |||
| 1500 | FLOWABLE FILL | 21108MD | M | 24.50 | 61.000 | 24.480 | 24.480 | 125.00 | 3,060.00 | |||
| 1510 | RELOCATE SERVICE LONG 0-2 IN | 21109ND | EACH | 2.00 | 4.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 1520 | RELOCATE SERVICE SHORT 0-2 IN | 21109ND | EACH | 25.00 | 25.000 | 33.000 | 33.000 | 1,100.00 | 36,300.00 | |||
| 1530 | RELOCATE SERVICE SHORT 4 IN | 21109ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 1540 | RELOCATE SERVICE SHORT 6 IN | 21109ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 1550 | RELOCATE SERVICE SHORT 8 IN | 21109ND | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 1560 | TRANSFER SERVICE LONG 0-2 IN | 21111ND | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 640.00 | 0.00 | |||
| 1570 | TRANSFER SERVICE SHORT 0-2 IN | 21111ND | EACH | 13.00 | 10.000 | 8.000 | 8.000 | 640.00 | 5,120.00 | |||
| 1580 | DISCONTINUE SERVICE | 21112ND | EACH | 4.00 | 16.000 | 15.000 | 15.000 | 400.00 | 6,000.00 | |||
| 1590 | HDPE WATER MAIN BORE | 21115MD | M | 374.00 | 650.000 | 566.540 | 566.540 | 119.00 | 67,418.26 | |||
| 1600 | HDPE SERVICE SLEEVE-50MM | 21552MN | M | 244.00 | 275.000 | 247.370 | 247.370 | 65.00 | 16,079.05 | |||
| 8000 | ABANDON MANHOLE Air Release Valve | 20425ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,865.00 | 1,865.00 | |||
| 8001 | ADJUST VAULT 24 IN and 48 IN Waterline | 20324EC | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 980.00 | 8,820.00 | |||
| 8002 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 0.00 | 9.000 | 10.000 | 10.000 | 830.00 | 8,300.00 | |||
| 8003 | INSTALL FITTING Backflow Preventer for Fire Services | 9471EX | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 850.00 | 4,250.00 | |||
| 8004 | ADJUST MANHOLE FRAME TO GRADE 24 IN Water Main | 01791 | EACH | 0.00 | 11.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 8005 | RENEW SERVICE Short 0 IN - 2 IN | 21110ND | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 8006 | RENEW SERVICE Long 0 IN - 2 IN | 21110ND | EACH | 0.00 | 10.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 8007 | RENEW SERVICE Short 6 IN | 21110ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8023 | EW~ Vacuum and Hand Locate Waterline on Goose Creek Road | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,180.55 | 1,180.55 | |||
| 8029 | HDPE SERVICE SLEEVE 200MM | 21107MD | M | 0.00 | 22.900 | 22.900 | 22.900 | 300.00 | 6,870.00 | |||
| 8030 | COST PLUS WORK Rework Waterline for Nitrile Gaskets | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,789.41 | 2,789.41 | |||
| 8031 | RELOCATE WATER LINE Conflict at 6+987 between Casing Pipe and Storm Sewer | 03422 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,657.36 | 1,657.36 | |||
| 8037 | COST PLUS WORK Repair Sanitary Sewer and Adjust Storm @ 7+122 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 671.37 | 671.37 | |||
| 8038 | REPAIR/PATCH WINGWALL Adjust Inlet Wingwall on Culvert @ Goose Creek | 21759NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 494.65 | 494.65 | |||
| 8039 | DRAIN ASSEMBLY Remove and Lower Assembly in Goose Creek Flowline | 20154EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 875.35 | 875.35 | |||
| 8040 | COST PLUS WORK Rt. 6+096 - Waterline Conflict with Storm Sewer | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,015.51 | 1,015.51 | |||
| 8046 | RELOCATE WATER LINE Relocate Waterline at New DO Entrance | 03422 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,119.34 | 6,119.34 | 6,119.34 | |
| 8050 | RELOCATE WATER LINE Adjust 12" Connections to 24" and 48" waterlines at DO Entr. | 03422 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,829.00 | 2,829.00 | 2,829.00 | |
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0006 DEMOBILIZATION | |||||||
| 1610 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 458,000.00 | 458,000.00 | |||
| 1620 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 150,000.00 | 112,500.00 | |||
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0007 SEWER | |||||||
| 1630 | DUCTILE IRON PIPE-200 MM | 01095M | M | 34.00 | 34.000 | 33.200 | 33.200 | 449.00 | 14,906.80 | |||
| 1640 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1650 | SANITARY SEWER MANHOLE 4 FT. DIA. TYPE 1 | 01799 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1660 | SANITARY SEWER MANHOLE 7FT. DIA. TYPE 1 | 01799 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,300.00 | 5,300.00 | |||
| 1670 | COLOR PHOTOGRAPHS | 21356ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 1680 | PAVE RESTORATION FOR CUT FOR 8 IN PIPE | 21357MD | M | 34.00 | 34.000 | 27.890 | 27.890 | 150.00 | 4,183.50 | |||
| 8033 | PLUG PIPE | 01314 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| Project | DE056144706W1 | Fed/State Project Number | FD04 056 1447 002-005 | Category | 0008 TRAFFIC LOOPS | |||||||
| 1690 | CONDUIT-31 MM | 04793M | M | 6.00 | 6.000 | 9.460 | 9.460 | 27.88 | 263.74 | |||
| 1700 | TRENCHING AND BACKFILLING | 04820M | M | 9.00 | 9.000 | 8.230 | 8.230 | 38.88 | 319.98 | |||
| 1710 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 1720 | LOOP WIRE | 04830M | M | 610.00 | 610.000 | 701.040 | 701.040 | 1.47 | 1,030.52 | |||
| 1730 | LOOP SAW SLOT AND FILL | 04895M | M | 110.00 | 110.000 | 149.700 | 149.700 | 41.00 | 6,137.70 | |||
| 1740 | JUNCTION BOX TYPE A | 20391MS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 1750 | GALV STEEL CABINET | 20612NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 1760 | WOOD POST | 20613NS818 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| SUBTOT | $90,073.94 |
$11,342,906.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0120-2-0I |
300 mm Storm | M |
12.20 | 0004 | $19.060000 | $232.53 | ||||||
0120-1-0I |
300 mm Storm | M |
12.20 | 0004 | $19.060000 | $0.00 | ||||||
0130-3-0I |
375 mm Storm | M |
219.60 | 0004 | $24.020000 | $5,274.79 | ||||||
0130-2-0I |
375 mm Storm | M |
372.10 | 0004 | $24.020000 | $0.00 | ||||||
0130-1-0I |
375 mm Storm | M |
219.60 | 0004 | $24.030000 | $0.00 | ||||||
0140-5-0I |
375 mm Storm | M |
372.10 | 0004 | $24.020000 | $8,937.84 | ||||||
0140-4-0I |
450 mm Storm | M |
610.00 | 0004 | $29.100000 | $17,751.00 | ||||||
0140-3-0I |
450 MM Storm | M |
152.50 | 0004 | $29.100000 | $4,437.75 | ||||||
0140-2-0I |
450 mm Storm | M |
610.00 | 0004 | $29.100000 | $0.00 | ||||||
0140-1-0I |
Storm Sewer - 450 | M |
152.50 | 0004 | $29.100000 | $0.00 | ||||||
0150-1-0I |
600 mm Storm | M |
219.60 | 0004 | $39.220000 | $8,612.71 | ||||||
0640-2-0I |
Geo Fabric Type IV | SQ M |
20,066.88 | 0004 | $0.620000 | $12,441.46 | ||||||
0640-1-0I |
Geo Fabric | SQ M |
20,066.88 | 0004 | $0.620000 | $0.00 | ||||||
0130-3-1I |
375 mm Storm | M |
219.60 | 0012 | $24.020000 | $5,274.79 | ||||||
0140-4-2I |
450 mm Storm | M |
470.00 | 0012 | $29.100000 | $13,677.00 | ||||||
0140-4-1I |
450 mm Storm | M |
1,067.50 | 0012 | $29.100000 | $17,751.00 | ||||||
0150-1-1I |
600 mm Storm | M |
512.40 | 0012 | $39.220000 | $20,096.32 | ||||||
0160-1-0I |
750 mm CMP Storm | M |
146.40 | 0012 | $60.490000 | $8,855.73 | ||||||
0180-1-0I |
1050 mm CMP Storm | M |
256.20 | 0012 | $107.170000 | $27,456.95 | ||||||
0200-1-0I |
750 mm Equiv. CMP Storm | M |
73.20 | 0012 | $68.750000 | $5,032.50 | ||||||
0210-2-0I |
1200 mm Equiv CMP Storm | M |
133.84 | 0012 | $138.300000 | $18,510.07 | ||||||
0210-1-0I |
1200 MM EQ CMP Storm | M |
6.10 | 0012 | $115.600000 | $705.16 | ||||||
8020-1-0I |
BIAXIAL GEOGRID | SQ M |
27,988.52 | 0019 | $5.654000 | $158,247.09 | ||||||
0130-2-0A |
375 mm Storm | M |
315.90 | 0004 | $24.020000 | $0.00 | ||||||
0130-1-0A |
375 mm Storm | M |
219.60 | 0004 | $24.030000 | $0.00 | ||||||
0130-3-0A |
375 mm Storm | M |
219.60 | 0004 | $24.020000 | $-5,274.79 | ||||||
0130-2-0A |
375 mm Storm | M |
1.00 | 0005 | $24.020000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
67.10 | 0005 | $24.020000 | $-1,611.74 | ||||||
0140-4-0A |
450 mm Storm | M |
67.10 | 0005 | $29.100000 | $-1,952.61 | ||||||
0140-3-0A |
450 MM Storm | M |
67.10 | 0005 | $29.100000 | $-1,952.61 | ||||||
0140-2-0A |
450 mm Storm | M |
67.10 | 0005 | $29.100000 | $0.00 | ||||||
0140-1-0A |
Storm Sewer - 450 | M |
67.10 | 0005 | $29.100000 | $0.00 | ||||||
0150-1-0A |
600 mm Storm | M |
118.90 | 0005 | $39.220000 | $-4,663.26 | ||||||
0130-2-0A |
375 mm Storm | M |
55.20 | 0006 | $24.020000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
85.40 | 0006 | $24.020000 | $-2,051.31 | ||||||
0140-4-0A |
450 mm Storm | M |
85.40 | 0006 | $29.100000 | $-2,485.14 | ||||||
0140-3-0A |
450 MM Storm | M |
85.40 | 0006 | $29.100000 | $-2,485.14 | ||||||
0140-2-0A |
450 mm Storm | M |
85.40 | 0006 | $29.100000 | $0.00 | ||||||
0140-1-0A |
Storm Sewer - 450 | M |
85.40 | 0006 | $29.100000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
61.00 | 0007 | $24.020000 | $-1,465.22 | ||||||
0140-4-0A |
450 mm Storm | M |
61.00 | 0007 | $29.100000 | $-1,775.10 | ||||||
0140-2-0A |
450 mm Storm | M |
61.00 | 0007 | $29.100000 | $0.00 | ||||||
0150-1-0A |
600 mm Storm | M |
99.70 | 0007 | $39.220000 | $-3,910.23 | ||||||
0640-2-0A |
Geo Fabric Type IV | SQ M |
1,541.12 | 0007 | $0.620000 | $-955.49 | ||||||
0640-1-0A |
Geo Fabric | SQ M |
1,541.12 | 0007 | $0.620000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
68.50 | 0008 | $24.020000 | $-1,645.37 | ||||||
0140-4-0A |
450 mm Storm | M |
68.50 | 0008 | $29.100000 | $-1,993.35 | ||||||
0140-2-0A |
450 mm Storm | M |
68.50 | 0008 | $29.100000 | $0.00 | ||||||
0150-1-0A |
600 mm Storm | M |
1.00 | 0008 | $39.220000 | $-39.22 | ||||||
0640-2-0A |
Geo Fabric Type IV | SQ M |
1,107.00 | 0008 | $0.620000 | $-686.34 | ||||||
0640-1-0A |
Geo Fabric | SQ M |
1,107.00 | 0008 | $0.620000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
27.20 | 0009 | $24.020000 | $-653.34 | ||||||
0140-4-0A |
450 mm Storm | M |
27.20 | 0009 | $29.100000 | $-791.52 | ||||||
0140-2-0A |
450 mm Storm | M |
27.20 | 0009 | $29.100000 | $0.00 | ||||||
0640-2-0A |
Geo Fabric Type IV | SQ M |
2,836.00 | 0009 | $0.620000 | $-1,758.32 | ||||||
0640-1-0A |
Geo Fabric | SQ M |
2,836.00 | 0009 | $0.620000 | $0.00 | ||||||
0140-5-0A |
375 mm Storm | M |
62.90 | 0010 | $24.020000 | $-1,510.86 | ||||||
0140-4-0A |
450 mm Storm | M |
145.40 | 0010 | $29.100000 | $-4,231.14 | ||||||
0140-2-0A |
450 mm Storm | M |
145.40 | 0010 | $29.100000 | $0.00 | ||||||
0140-4-0A |
450 mm Storm | M |
98.40 | 0011 | $29.100000 | $-2,863.44 | ||||||
0140-2-0A |
450 mm Storm | M |
98.40 | 0011 | $29.100000 | $0.00 | ||||||
0120-2-0A |
300 mm Storm | M |
4.20 | 0012 | $19.060000 | $-80.05 | ||||||
0120-1-0A |
300 mm Storm | M |
4.20 | 0012 | $19.060000 | $0.00 | ||||||
0130-3-1A |
375 mm Storm | M |
23.80 | 0012 | $24.020000 | $-571.68 | ||||||
0140-4-1A |
450 mm Storm | M |
2.70 | 0012 | $29.100000 | $-44.90 | ||||||
0140-4-0A |
450 mm Storm | M |
57.00 | 0012 | $29.100000 | $-1,658.70 | ||||||
0140-2-0A |
450 mm Storm | M |
57.00 | 0012 | $29.100000 | $0.00 | ||||||
0150-1-1A |
600 mm Storm | M |
93.62 | 0012 | $39.220000 | $-3,671.77 | ||||||
0160-1-0A |
750 mm CMP Storm | M |
14.90 | 0012 | $60.490000 | $-901.30 | ||||||
0640-1-0A |
Geo Fabric | SQ M |
14,582.76 | 0012 | $0.620000 | $0.00 | ||||||
0640-2-0A |
Geo Fabric Type IV | SQ M |
14,582.76 | 0012 | $0.620000 | $-9,041.31 | ||||||
0130-3-1A |
375 mm Storm | M |
51.40 | 0013 | $24.020000 | $-1,234.63 | ||||||
0140-4-1A |
450 mm Storm | M |
79.80 | 0013 | $29.100000 | $-1,326.96 | ||||||
0150-1-1A |
600 mm Storm | M |
5.60 | 0013 | $39.220000 | $-219.63 | ||||||
0130-3-1A |
375 mm Storm | M |
11.60 | 0014 | $24.020000 | $-278.63 | ||||||
0160-1-0A |
750 mm CMP Storm | M |
105.90 | 0014 | $60.490000 | $-6,405.89 | ||||||
0180-1-0A |
1050 mm CMP Storm | M |
20.44 | 0014 | $107.170000 | $-2,190.55 | ||||||
0130-3-1A |
375 mm Storm | M |
10.60 | 0015 | $24.020000 | $-254.61 | ||||||
0150-1-1A |
600 mm Storm | M |
69.20 | 0015 | $39.220000 | $-2,714.02 | ||||||
0130-3-1A |
375 mm Storm | M |
27.40 | 0016 | $24.020000 | $-658.15 | ||||||
0140-4-1A |
450 mm Storm | M |
144.90 | 0016 | $29.100000 | $-2,409.48 | ||||||
0150-1-1A |
600 mm Storm | M |
71.80 | 0016 | $39.220000 | $-2,815.99 | ||||||
0130-3-1A |
375 mm Storm | M |
6.10 | 0017 | $24.020000 | $-146.52 | ||||||
0150-1-1A |
600 mm Storm | M |
91.00 | 0017 | $39.220000 | $-3,569.02 | ||||||
0140-4-1A |
450 mm Storm | M |
15.20 | 0018 | $29.100000 | $-252.75 | ||||||
0160-1-0A |
750 mm CMP Storm | M |
25.60 | 0018 | $60.490000 | $-1,548.54 | ||||||
0130-3-1A |
375 mm Storm | M |
71.70 | 0019 | $24.020000 | $-1,722.23 | ||||||
0140-4-1A |
450 mm Storm | M |
93.90 | 0019 | $29.100000 | $-1,561.42 | ||||||
0150-1-1A |
600 mm Storm | M |
5.34 | 0019 | $39.220000 | $-209.43 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
17,611.00 | 0019 | $5.654000 | $-99,572.59 | ||||||
0130-3-1A |
375 mm Storm | M |
17.00 | 0020 | $24.020000 | $-408.34 | ||||||
0140-4-1A |
450 mm Storm | M |
126.40 | 0020 | $29.100000 | $-2,101.85 | ||||||
0150-1-1A |
600 mm Storm | M |
6.09 | 0020 | $39.220000 | $-238.85 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
1,158.80 | 0020 | $5.654000 | $-6,551.86 | ||||||
0140-4-1A |
450 mm Storm | M |
214.30 | 0021 | $29.100000 | $-3,563.50 | ||||||
0150-1-1A |
600 mm Storm | M |
16.40 | 0021 | $39.220000 | $-643.21 | ||||||
0210-2-0A |
1200 mm Equiv CMP Storm | M |
17.90 | 0021 | $138.300000 | $-2,475.57 | ||||||
0210-1-0A |
1200 MM EQ CMP Storm | M |
6.10 | 0021 | $115.600000 | $-705.16 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
848.54 | 0021 | $5.654000 | $-4,797.65 | ||||||
0140-4-1A |
450 mm Storm | M |
77.50 | 0022 | $29.100000 | $-1,288.71 | ||||||
0150-1-1A |
600 mm Storm | M |
153.35 | 0022 | $39.220000 | $-6,014.38 | ||||||
0180-1-0A |
1050 mm CMP Storm | M |
186.60 | 0022 | $107.170000 | $-19,997.92 | ||||||
0200-1-0A |
750 mm Equiv. CMP Storm | M |
13.70 | 0022 | $68.750000 | $-941.88 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
656.44 | 0022 | $5.654000 | $-3,711.51 | ||||||
0120-2-0A |
300 mm Storm | M |
5.80 | 0023 | $19.060000 | $-110.55 | ||||||
0120-1-0A |
300 mm Storm | M |
5.80 | 0023 | $19.060000 | $0.00 | ||||||
0140-4-1A |
450 mm Storm | M |
10.60 | 0023 | $29.100000 | $-176.26 | ||||||
0180-1-0A |
1050 mm CMP Storm | M |
30.50 | 0023 | $107.170000 | $-3,268.68 | ||||||
0200-1-0A |
750 mm Equiv. CMP Storm | M |
54.90 | 0023 | $68.750000 | $-3,774.38 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
6,049.00 | 0023 | $5.654000 | $-34,201.05 | ||||||
0140-4-1A |
450 mm Storm | M |
95.30 | 0024 | $29.100000 | $-1,584.70 | ||||||
8020-1-0A |
BIAXIAL GEOGRID | SQ M |
1,664.74 | 0024 | $5.654000 | $-9,412.44 | ||||||
0120-2-0A |
300 mm Storm | M |
2.20 | 0025 | $19.060000 | $-41.93 | ||||||
0120-1-0A |
300 mm Storm | M |
2.20 | 0025 | $19.060000 | $0.00 | ||||||
0140-4-1A |
450 mm Storm | M |
163.20 | 0025 | $29.100000 | $-2,713.78 | ||||||
0140-4-1A |
450 mm Storm | M |
43.70 | 0026 | $29.100000 | $-726.67 | ||||||
0140-4-2A |
450 mm Storm | M |
15.40 | 0026 | $29.100000 | $-448.14 | ||||||
0140-4-2A |
450 mm Storm | M |
14.84 | 0027 | $29.100000 | $-431.84 | ||||||
0140-4-2A |
450 mm Storm | M |
119.30 | 0028 | $29.100000 | $-3,471.63 | ||||||
0140-4-2A |
450 mm Storm | M |
92.50 | 0029 | $29.100000 | $-2,691.75 | ||||||
0140-4-2A |
450 mm Storm | M |
62.30 | 0030 | $29.100000 | $-1,812.93 | ||||||
0140-4-2A |
450 mm Storm | M |
134.80 | 0031 | $29.100000 | $-3,922.68 | ||||||
0140-4-2A |
450 mm Storm | M |
5.06 | 0033 | $29.100000 | $-147.25 | ||||||
0140-42C |
450 mm Storm | M |
0.00 | 0039 | $29.100000 | $-750.78 | ||||||
0180-10C |
1050 mm CMP Storm | M |
0.00 | 0039 | $107.169984 | $-1,999.80 | ||||||
0200-10C |
750 mm Equiv. CMP Storm | M |
0.00 | 0039 | $68.750000 | $-316.24 | ||||||
0210-20C |
1200 mm Equiv CMP Storm | M |
0.00 | 0039 | $138.299985 | $-16,034.50 | ||||||
| SUBTOT | $0.03 |
|||||||||||