|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/08/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051237 | Estimate Number | 0081 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Farmer, Steve P.E. | ||||||
| Contractor | CENTRAL ROCK MINERAL COMPANY LLC | ADDR SN 0 VC Code VC0000097757 | |||||
| 1256 MANCHESTER ST | |||||||
| P O BOX 4277 | |||||||
| LEXINGTON , KY , 40544 | |||||||
| Pay Period | 01/26/2012 TO 03/13/2013 | ||||||
| Date Approved | 04/04/2013 | ||||||
| Primary Proj Number | DE10500620537 | ||||||
| Project No. | STPR 5198 (008) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | MIDWAY-GEORGETOWN ROAD (US 62) | ||||||
| Description | WIDEN US-62 FROM I-64 TO GEORGETOWN BY-PASS | ||||||
| Date Let | 10/21/2005 | Formal Acceptance | 04/09/2009 | ||||
| Date Awarded | 11/14/2005 | Date Work Began | 12/19/2005 | ||||
| Date Contract Executed | 12/02/2005 | Open To Traffic | 04/09/2009 | ||||
| Date NTP Issued | 12/02/2005 | Actual Completion Date | 04/09/2009 | ||||
| Current Contract Amount | $12,909,712.35 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,886,025.17 |
Total Earnings | $12,502,292.76 |
$12,358,090.73 |
$144,202.03 |
|
| Percent Complete | 96.84 |
Stockpiled Materials | $-0.03 |
$62.21 |
$-62.24 |
|
| Funds Available | $407,419.62 |
Gross Earnings | $12,502,292.73 |
$12,358,152.94 |
$144,139.79 |
|
| Total Change Orders | $2,023,687.18 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,502,292.73 |
$12,358,152.94 |
$144,139.79 |
|||
| Contract Id | 051237 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0081 | Project Number | STPR 5198 (008) | |||||||
| Contractor | CENTRAL ROCK MINERAL COMPANY LLC | Period | 01/26/2012 TO 03/13/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | I-64/U.S. 62 Interchange Lighting (Revision to C.O.#1 | Approved | 11/21/2006 | $27,366.72 | 0.0 | |||||
| 003 | Revision to Waterline Relocation | Approved | 11/20/2006 | $72,494.67 | 0.0 | |||||
| 004 | Administrative Settlement | Approved | 05/14/2007 | $231,656.98 | 0.0 | |||||
| 005 | Traffic Control Revisions | Approved | 12/03/2007 | $140,995.73 | 5.0 | |||||
| 006 | Fuel & Asphalt Adjjustments | Approved | 12/19/2007 | $59,500.00 | 0.0 | |||||
| 007 | Undercut Unsuitable Material | Approved | 02/11/2008 | $185,371.50 | 0.0 | |||||
| 008 | Erosion Control Overruns | Approved | 02/20/2008 | $120,117.84 | 0.0 | |||||
| 009 | Striping Omissions | Approved | 03/07/2008 | $1,477.34 | 0.0 | |||||
| 010 | Asphalt Adjustment | Approved | 04/04/2008 | $79,053.74 | 0.0 | |||||
| 011 | LOT PAY ADJUSTMENT | Approved | 04/10/2008 | $48,618.23 | 0.0 | |||||
| 012 | Overrun Quantities/ Construction Rev. 1 | Approved | 08/14/2008 | $433,560.42 | 10.0 | |||||
| 013 | Misc. Change Order Items | Approved | 08/22/2008 | $87,954.21 | 0.0 | |||||
| 015 | Fuel and Asphalt Adjustments Through April 08 | Approved | 09/22/2008 | $53,139.34 | 0.0 | |||||
| 016 | Sign Revision | Approved | 04/10/2009 | $-18,449.90 | 0.0 | |||||
| 017 | Drainage, Waterline, Structural, Seeding, Rideability Items | Approved | 02/27/2009 | $57,300.35 | 0.0 | |||||
| 018 | Sept. 08 Fuel/Asph. Adjustments | Approved | 03/05/2009 | $336,336.06 | 0.0 | |||||
| 019 | Traffic Signal at US 62 and Ironworks Pike | Approved | 03/20/2009 | $76,701.56 | 18.0 | |||||
| 020 | Luminaries at the Intersection of US 62 and Ironworks Pike | Approved | 03/24/2009 | $26,607.13 | 1.0 | |||||
| 021 | US 62/US 460 Bypass Pole Base Specification Change | Approved | 04/27/2009 | $3,182.87 | 0.0 | |||||
| 023 | Non-Participating Final Fuel and Asphalt Adjustment | Approved | 06/21/2012 | $702.39 | 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 |
||
| DE10500620537 | 0610 | CHANNEL LINING CLASS II | OTHER | 0077 | 0.00 |
$0.00 |
$0.01 |
||
| DE10500620537 | 8031 | ASPHALT ADJUSTMENT | OTHER | 0077 | 0.00 |
$0.00 |
$-0.01 |
||
| Contract Id | 051237 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10500620537 | |||||||
| Estimate Nbr | 0081 | Period | 01/26/2012 TO 03/13/2013 | |||||||
| Contractor | CENTRAL ROCK MINERAL COMPANY LLC | |||||||||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | 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 | 4,014.00 | 6,012.000 | -342.730 | 6,238.990 | 5,896.260 | 19.45 | -6,666.09 | 114,682.25 | |
| 0020 | CRUSHED STONE BASE | 00003M | MTON | 50,277.00 | 64,277.000 | 142.490 | 60,877.090 | 61,019.580 | 15.37 | 2,190.07 | 937,870.94 | |
| 0030 | TRAFFIC BOUND BASE MOT | 00020M | MTON | 459.00 | 2,885.000 | -13.210 | 2,867.606 | 2,854.396 | 20.00 | -264.20 | 57,087.92 | |
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 68.00 | 68.000 | 87.770 | 87.770 | 21.00 | 1,843.17 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 94.00 | 94.000 | -0.020 | 235.440 | 235.420 | 75.00 | -1.50 | 17,656.50 | |
| 0060 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 859.00 | 859.000 | 0.000 | 0.000 | 39.65 | 0.00 | |||
| 0070 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 33.00 | 575.210 | 861.270 | 861.270 | 53.95 | 46,465.51 | |||
| 0080 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 6,163.00 | 6,173.000 | 12,842.140 | 12,842.140 | 45.30 | 581,748.94 | |||
| 0090 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 68,497.00 | 70,423.200 | -2.000 | 61,161.760 | 61,159.760 | 45.30 | -90.60 | 2,770,537.12 | |
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 62.00 | 62.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0110 | CL1 ASPH SURF 9.50B PG64-22 | 00306M | MTON | 3,706.00 | 3,713.000 | 4,386.040 | 4,386.040 | 53.95 | 236,626.85 | |||
| 0120 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | MTON | 7,379.00 | 7,446.000 | -0.600 | 9,027.980 | 9,027.380 | 53.95 | -32.37 | 487,027.15 | |
| 0130 | ENTRANCE PIPE-375 MM | 00440M | M | 34.13 | 34.136 | 25.299 | 25.299 | 136.00 | 3,440.66 | |||
| 0140 | ENTRANCE PIPE-450 MM | 00441M | M | 43.60 | 79.602 | 68.100 | 68.100 | 150.00 | 10,215.00 | |||
| 0150 | ENTRANCE PIPE-600 MM | 00443M | M | 18.96 | 18.968 | 25.560 | 25.560 | 180.00 | 4,600.80 | |||
| 0160 | ENTRANCE PIPE-375 MM EQUIV | 00450M | M | 23.92 | 8.534 | 8.534 | 8.534 | 125.00 | 1,066.75 | |||
| 0170 | ENTRANCE PIPE-600 MM EQUIV | 00452M | M | 23.16 | 23.164 | 25.068 | 25.068 | 218.00 | 5,464.82 | |||
| 0180 | CULVERT PIPE-450 MM | 00462M | M | 335.03 | 326.034 | 277.934 | 277.934 | 160.00 | 44,469.44 | |||
| 0190 | CULVERT PIPE-600 MM | 00464M | M | 83.79 | 83.797 | 80.034 | 80.034 | 200.00 | 16,006.80 | |||
| 0200 | CULVERT PIPE-1200 MM | 00470M | M | 237.20 | 237.200 | 202.600 | 202.600 | 331.00 | 67,060.60 | |||
| 0210 | CULVERT PIPE-375 MM EQUIV | 00490M | M | 42.00 | 108.000 | 107.920 | 107.920 | 140.00 | 15,108.80 | |||
| 0220 | CULVERT PIPE-450 MM EQUIV | 00491M | M | 77.60 | 102.000 | 102.060 | 102.060 | 181.00 | 18,472.86 | |||
| 0230 | CULVERT PIPE-1500 MM EQUIV | 00501M | M | 116.00 | 116.000 | 74.900 | 74.900 | 610.00 | 45,689.00 | |||
| 0240 | CULVERT PIPE-1800 MM EQUIV | 00503M | M | 62.50 | 62.500 | 62.500 | 62.500 | 930.00 | 58,125.00 | |||
| 0250 | PERFORATED PIPE-100 MM | 01000M | M | 12,790.00 | 12,790.000 | 9,952.300 | 9,952.300 | 14.76 | 146,895.94 | |||
| 0260 | NON-PERFORATED PIPE-100 MM | 01010M | M | 232.50 | 232.500 | 182.390 | 182.390 | 9.50 | 1,732.70 | |||
| 0270 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 0280 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | EACH | 38.00 | 38.000 | 42.000 | 42.000 | 450.00 | 18,900.00 | |||
| 0290 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 53.00 | 53.000 | 29.000 | 29.000 | 450.00 | 13,050.00 | |||
| 0300 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
| 0310 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0330 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,450.00 | 9,800.00 | |||
| 0340 | DROP BOX INLET TYPE 5B | 01505 | EACH | 12.00 | 14.000 | 14.000 | 14.000 | 3,300.00 | 46,200.00 | |||
| 0350 | DROP BOX INLET TYPE 5D | 01511 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,400.00 | 13,600.00 | |||
| 0360 | LIP CURB AND GUTTER MODIFIED | 01821M | M | 597.00 | 597.000 | 597.000 | 597.000 | 81.00 | 48,357.00 | |||
| 0370 | ISLAND HEADER CURB TYPE 1 | 01890M | M | 45.72 | 45.720 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0380 | MOUNTABLE MEDIAN TYPE 6A | 01949M | SQ M | 972.00 | 972.000 | 972.000 | 972.000 | 20.65 | 20,071.80 | |||
| 0390 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 3.80 | 0.00 | |||
| 0400 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 3.80 | 0.00 | |||
| 0410 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0420 | REMOVE PAVEMENT | 02091M | SQ M | 1,898.00 | 1,898.000 | 1,898.000 | 1,898.000 | 3.52 | 6,680.96 | |||
| 0430 | TEMPORARY DITCH | 02159M | M | 5,200.00 | 5,200.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0440 | ROADWAY EXCAVATION | 02200M | CU M | 231,702.00 | 234,485.000 | 234,485.000 | 234,485.000 | 5.98 | 1,402,220.30 | |||
| 0450 | GRANULAR EMBANKMENT | 02223M | CU M | 7,494.00 | 10,260.000 | 10,679.360 | 10,679.360 | 35.00 | 373,777.60 | |||
| 0460 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 100.00 | 100.000 | 166.755 | 166.755 | 37.50 | 6,253.31 | |||
| 0470 | WATER | 02242M | CU M | 3,000.00 | 3,000.000 | 1,656.000 | 1,656.000 | 0.50 | 828.00 | |||
| 0480 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 8,183.00 | 8,183.000 | 3,397.410 | 3,397.410 | 13.94 | 47,359.89 | |||
| 0490 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 393.32 | 393.322 | 542.100 | 542.100 | 46.70 | 25,316.07 | |||
| 0500 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | M | 80.01 | 80.010 | 64.780 | 64.780 | 68.95 | 4,466.58 | |||
| 0510 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 40.00 | 200.00 | |||
| 0520 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 1,787.00 | 12,509.00 | |||
| 0530 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,437.00 | 8,874.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 378.00 | 1,512.00 | |||
| 0550 | REMOVE GUARDRAIL | 02381M | M | 318.00 | 318.000 | 721.710 | 721.710 | 3.77 | 2,720.84 | |||
| 0560 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 254.25 | 254.25 | |||
| 0570 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,600.00 | 9,600.00 | |||
| 0580 | TEMPORARY GUARDRAIL | 02397M | M | 333.26 | 1,583.260 | 1,311.500 | 1,311.500 | 23.78 | 31,187.47 | |||
| 0590 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 29.00 | 29.000 | 28.000 | 28.000 | 69.00 | 1,932.00 | |||
| 0600 | PLUG WATER WELL | 02475 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0610 | CHANNEL LINING CLASS II | 02483M | MTON | 2,583.49 | 2,583.498 | 5.000 | 1,769.170 | 1,774.170 | 21.75 | 108.75 | 38,588.19 | |
| 0620 | CHANNEL LINING CLASS III | 02484M | MTON | 60.00 | 60.000 | -13.790 | 33.190 | 19.400 | 50.00 | -689.50 | 970.00 | |
| 0630 | CLEARING AND GRUBBING 59 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,300.00 | 35,300.00 | |||
| 0640 | SIGNS | 02562M | SQ M | 25.90 | 25.904 | 85.160 | 85.160 | 100.00 | 8,516.00 | |||
| 0650 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,680.25 | 66,680.25 | |||
| 0660 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 462.00 | 52,557.000 | 52,679.150 | 52,679.150 | 1.70 | 89,554.55 | |||
| 0670 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 97,762.32 | 97,762.32 | |||
| 0680 | DIVERSIONS (BY-PASS DETOURS) KY 1973 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,260.00 | 11,260.00 | |||
| 0690 | DIVERSIONS (BY-PASS DETOURS) US 62 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,649.35 | 18,649.35 | |||
| 0700 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0710 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 39.00 | 58.000 | 29.024 | 29.024 | 75.00 | 2,176.80 | |||
| 0730 | TEMPORARY SILT FENCE | 02701M | M | 1,230.00 | 2,770.000 | 2,768.070 | 2,768.070 | 8.10 | 22,421.36 | |||
| 0740 | SILT TRAP TYPE A NO. 1 | 02703 | EACH | 73.00 | 73.000 | 4.000 | 4.000 | 255.00 | 1,020.00 | |||
| 0750 | SILT TRAP TYPE B | 02704 | EACH | 146.00 | 382.000 | 382.000 | 382.000 | 400.00 | 152,800.00 | |||
| 0760 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 392.00 | 392.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0770 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 392.00 | 392.000 | 709.000 | 709.000 | 100.00 | 70,900.00 | |||
| 0780 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 1,230.00 | 1,230.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0790 | SEDIMENTATION BASIN | 02711M | CU M | 1,000.00 | 1,000.000 | 107.000 | 107.000 | 8.67 | 927.69 | |||
| 0800 | CLEAN SEDIMENTATION BASIN | 02712M | CU M | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0810 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 122,000.00 | 122,000.00 | |||
| 0820 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0830 | EROSION CONTROL BLANKET | 05950M | SQ M | 67,601.00 | 67,601.000 | 81,478.060 | 81,478.060 | 1.33 | 108,365.81 | |||
| 0840 | TEMPORARY MULCH | 05952M | SQ M | 5,500.00 | 137,442.000 | 143,867.990 | 143,867.990 | 0.19 | 27,334.91 | |||
| 0850 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 15,000.00 | 102,390.000 | 102,389.500 | 102,389.500 | 0.22 | 22,525.69 | |||
| 0860 | CORRECTIVE SEEDING-SEED | 05956M | KG | 45.00 | 45.000 | 0.000 | 0.000 | 6.67 | 0.00 | |||
| 0870 | TOPDRESSING FERTILIZER | 05966M | MTON | 208.80 | 208.800 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0880 | CORRECTIVE SEEDING-STRAW | 05980M | MTON | 30.00 | 30.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0890 | SEEDING AND PROTECTION | 05985M | SQ M | 270,000.00 | 270,000.000 | 259,100.000 | 259,100.000 | 0.36 | 93,276.00 | |||
| 0900 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 4,500.00 | 4,500.000 | 3,946.920 | 3,946.920 | 0.20 | 789.38 | |||
| 0910 | SODDING | 05990M | SQ M | 1,000.00 | 1,000.000 | 915.000 | 915.000 | 4.87 | 4,456.05 | |||
| 0920 | SPREADING STOCKPILED TOPSOIL | 05998M | CU M | 33,248.00 | 33,248.000 | 33,253.000 | 33,253.000 | 2.72 | 90,448.16 | |||
| 0930 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 17,499.00 | 28,499.000 | 47,707.270 | 47,707.270 | 0.36 | 17,174.61 | |||
| 0940 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 25,077.00 | 25,417.000 | 31,507.750 | 31,507.750 | 0.42 | 13,233.25 | |||
| 0950 | PAVE STRIPING-PERM PAINT-200MM | 06516M | M | 669.00 | 669.000 | 33.550 | 33.550 | 0.70 | 23.48 | |||
| 0960 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 63.00 | 63.000 | 82.660 | 82.660 | 11.00 | 909.26 | |||
| 0970 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | SQ M | 53.00 | 53.000 | 234.630 | 234.630 | 33.75 | 7,918.76 | |||
| 0980 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 36.00 | 36.000 | 90.000 | 90.000 | 85.00 | 7,650.00 | |||
| 0990 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 110.00 | 660.00 | |||
| 1000 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 85.00 | 425.00 | |||
| 1010 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 100.00 | 100.000 | 33.000 | 33.000 | 5.90 | 194.70 | |||
| 1020 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 69.00 | 69.000 | 72.000 | 72.000 | 28.00 | 2,016.00 | |||
| 1030 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 517.00 | 517.000 | 590.000 | 590.000 | 28.00 | 16,520.00 | |||
| 1040 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 1050 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1060 | CONCRETE-CLASS A | 08100M | CU M | 83.45 | 103.862 | 92.063 | 92.063 | 1,100.00 | 101,269.30 | |||
| 1070 | STEEL REINFORCEMENT | 08150M | KG | 3,529.40 | 4,202.310 | 3,672.930 | 3,672.930 | 2.20 | 8,080.44 | |||
| 1080 | SILT TRAP TYPE C | 20496NS843 | EACH | 146.00 | 146.000 | 35.000 | 35.000 | 300.00 | 10,500.00 | |||
| 1090 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 392.00 | 392.000 | 28.000 | 28.000 | 60.00 | 1,680.00 | |||
| 1100 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1110 | EDGE KEY | 20992MD | M | 47.89 | 47.892 | 185.090 | 185.090 | 25.00 | 4,627.25 | |||
| 1120 | REM AND RECONST DRY STONE MASONRY FENCE | 21121MD | M | 157.00 | 157.000 | 157.000 | 157.000 | 800.00 | 125,600.00 | |||
| 1130 | SPECIAL SEEDING AND PROTECTION | 21122MD | SQ M | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1140 | CULVERT PIPE-900 MM EQUIV | 00496M | M | 8.53 | 8.534 | 8.534 | 8.534 | 700.00 | 5,973.80 | |||
| 1150 | TEMPORARY G/R END TREATMENT TY 4A | 21125MS719 | M | 6.00 | 6.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 2010 | SILT TRAP TYPE A NO. 2 | 02703 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 8001 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 539.00 | 0.00 | |||
| 8002 | TRENCHING AND BACKFILLING | 04820M | M | 0.00 | 0.000 | 0.000 | 0.000 | 28.18 | 0.00 | |||
| 8003 | CONDUIT-31 MM | 04793M | M | 0.00 | 0.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 8004 | CONDUIT-50 MM | 04795M | M | 0.00 | 0.000 | 0.000 | 0.000 | 33.55 | 0.00 | |||
| 8005 | BORE AND JACK PIPE 150 MM Steel Encasement | 21521MD | M | 0.00 | 0.000 | 0.000 | 0.000 | 201.30 | 0.00 | |||
| 8006 | EW~ Lighting Controller & Electric Service Connection | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 8,800.00 | 0.00 | |||
| 8007 | EW~ Remove Existing Electric Service | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 8008 | EW~ Locate Existing Lighting Conduits | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,195.40 | 0.00 | |||
| 8009 | WIRE-NO. 6 #6 XHHW | 04834M | M | 0.00 | 0.000 | 0.000 | 0.000 | 10.92 | 0.00 | |||
| 8010 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 539.00 | 1,078.00 | |||
| 8011 | TRENCHING AND BACKFILLING | 04820M | M | 0.00 | 95.550 | 95.550 | 95.550 | 30.31 | 2,896.12 | |||
| 8012 | CONDUIT-31 MM | 04793M | M | 0.00 | 86.250 | 86.250 | 86.250 | 30.67 | 2,645.28 | |||
| 8013 | CONDUIT-50 MM | 04795M | M | 0.00 | 45.110 | 45.110 | 45.110 | 36.09 | 1,628.01 | |||
| 8014 | BORE AND JACK PIPE 150 MM Steel Encasement | 21521MD | M | 0.00 | 27.400 | 27.400 | 27.400 | 216.79 | 5,940.04 | |||
| 8015 | EW~ Lighting Controller & Electric Service Connection | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 8,800.00 | 8,800.00 | |||
| 8016 | EW~ Remove Existing Electric Service | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8017 | EW~ Locate Existing Lighting Conduits | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,195.00 | 4,195.00 | |||
| 8018 | WIRE-NO. 6 #6 XHHW | 04834M | M | 0.00 | 658.400 | 658.400 | 658.400 | 11.73 | 7,723.03 | |||
| 8029 | EW~ Administrative Settlement | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 231,656.98 | 231,656.98 | |||
| 8030 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 11.000 | 10.000 | 10.000 | 825.00 | 8,250.00 | |||
| 8033 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 436,259.190 | 6,905.910 | 447,354.540 | 454,260.450 | 1.00 | 6,905.91 | 454,260.45 | |
| 8034 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 9,412.020 | -1,174.820 | 9,749.040 | 8,574.220 | 1.00 | -1,174.82 | 8,574.22 | |
| 8035 | PAVE MARKING TEMP PAINT STOP BAR-600MM | 22577MN | M | 0.00 | 3.600 | 3.600 | 3.600 | 3.67 | 13.21 | |||
| 8036 | PAVEMENT MARKING REMOVAL | 06598M | SQ M | 0.00 | 41.000 | 41.000 | 41.000 | 17.77 | 728.57 | |||
| 8037 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 0.00 | 74.000 | 96.000 | 96.000 | 4.92 | 472.32 | |||
| 8038 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 0.00 | 74.000 | 74.000 | 74.000 | 5.02 | 371.48 | |||
| 8039 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 48,618.230 | 23,214.000 | 59,055.350 | 82,269.350 | 1.00 | 23,214.00 | 82,269.35 | |
| 8040 | CULVERT PIPE-375 MM | 00461M | M | 0.00 | 6.100 | 6.100 | 6.100 | 125.00 | 762.50 | |||
| 8050 | LEVELING & WEDGING PG64-22 -Thickness Adjustment | 00190M | MTON | 0.00 | 1,750.000 | 1,750.000 | 1,750.000 | 45.30 | 79,275.00 | |||
| 8054 | STORM SEWER PIPE-450 MM | 00522M | M | 0.00 | 136.000 | 136.000 | 136.000 | 212.56 | 28,908.16 | |||
| 8055 | REMOVE DROP BOX INLET | 01585 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 862.50 | 862.50 | |||
| 8056 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 2,766.760 | 3,112.610 | 3,112.610 | 1.00 | 3,112.61 | |||
| 8058 | REMOVE PIPE | 01310M | M | 0.00 | 32.000 | 32.000 | 32.000 | 68.36 | 2,187.52 | |||
| 8059 | REMOVE PAVEMENT Concrete Removal | 02091M | SQ M | 0.00 | 37.670 | 37.670 | 37.670 | 35.00 | 1,318.45 | |||
| 8060 | SEEDING AND PROTECTION Special Seed w/o Fescue | 05985M | SQ M | 0.00 | 31,472.880 | 34,228.190 | 34,228.190 | 0.44 | 15,060.40 | |||
| 8076 | POLE 12.2 MTG HT Ironworks/US 62 Lighting | 04701M | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,438.50 | 5,754.00 | |||
| 8077 | BRACKET 4.6 M Ironworks/US 62 Lighting | 04725M | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 549.15 | 2,196.60 | |||
| 8078 | POLE BASE Ironworks/US 62 Lighting | 04740 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,035.72 | 4,142.88 | |||
| 8079 | TRANSFORMER BASE Ironworks/US 62 Lighting | 04750 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 400.05 | 1,600.20 | |||
| 8080 | LIGHTING CONTROL EQUIPMENT Ironworks/US 62 Lighting | 04761 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,710.00 | 3,710.00 | |||
| 8081 | HPS LUMINAIRE Ironworks/US 62 Lighting | 04770 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 462.00 | 1,848.00 | |||
| 8082 | FUSED CONNECTOR KIT Ironworks/US 62 Lighting | 04780 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 105.00 | 840.00 | |||
| 8083 | CONDUIT-31 MM Ironworks/US 62 Lighting | 04793M | M | 0.00 | 50.000 | 16.332 | 16.332 | 32.20 | 525.89 | |||
| 8084 | TRENCHING AND BACKFILLING Ironworks/US 62 Lighting | 04820M | M | 0.00 | 35.000 | 16.370 | 16.370 | 31.83 | 521.05 | |||
| 8085 | WIRE-NO. 12 Ironworks/US 62 Lighting | 04832M | M | 0.00 | 140.000 | 164.000 | 164.000 | 2.55 | 418.20 | |||
| 8086 | WIRE-NO. 8 Ironworks/US 62 Lighting | 04833M | M | 0.00 | 795.000 | 746.300 | 746.300 | 4.32 | 3,224.01 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0002 SIGNING | |||||||
| 1160 | SBM ALUMINUM PANEL SIGNS | 06405M | SQ M | 36.79 | 11.240 | 11.250 | 11.250 | 158.00 | 1,777.50 | |||
| 1170 | SBM ALUM SHEET SIGNS 2 MM | 06406M | SQ M | 61.70 | 61.704 | 54.636 | 54.636 | 101.15 | 5,526.43 | |||
| 1180 | STEEL POST TYPE 2 | 06411M | M | 340.00 | 340.000 | 373.000 | 373.000 | 15.00 | 5,595.00 | |||
| 1190 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 78.10 | 468.60 | |||
| 1200 | OSS GALV STEEL CANTILEVER | 06415 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 11,805.00 | 11,805.00 | |||
| 2020 | GMSS GALV STEEL TYPE C | 20996MD | KG | 441.00 | 0.000 | 0.000 | 0.000 | 11.55 | 0.00 | |||
| 2030 | CLASS A CONCRETE FOR SIGNS | 06490M | CU M | 28.70 | 12.080 | 15.750 | 15.750 | 452.35 | 7,124.51 | |||
| 2040 | STEEL REINFORCEMENT FOR SIGNS | 06491M | KG | 1,265.00 | 592.000 | 657.400 | 657.400 | 3.31 | 2,175.99 | |||
| 2050 | ROADWAY CROSS SECTION STA. 0+862 | 20681ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 2060 | ROADWAY CROSS SECTION STA. 1+700 | 20681ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 8052 | OSS GALV STEEL CANTILEVER Special - Material Only | 06415 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 12,231.24 | 12,231.24 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0003 SIGNALS | |||||||
| 1220 | CONDUIT-31 MM | 04793M | M | 35.00 | 35.000 | 102.400 | 102.400 | 23.00 | 2,355.20 | |||
| 1230 | CONDUIT-50 MM | 04795M | M | 215.00 | 215.000 | 152.940 | 152.940 | 29.50 | 4,511.73 | |||
| 1240 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 490.00 | 1,960.00 | |||
| 1250 | TRENCHING AND BACKFILLING | 04820M | M | 220.00 | 220.000 | 257.540 | 257.540 | 27.00 | 6,953.58 | |||
| 1260 | LOOP WIRE | 04830M | M | 653.00 | 653.000 | 677.100 | 677.100 | 1.31 | 887.00 | |||
| 1270 | CABLE-NO. 14/7C | 04845M | M | 300.00 | 300.000 | 177.090 | 177.090 | 3.28 | 580.85 | |||
| 1280 | CABLE-NO. 14/1 PAIR | 04850M | M | 1,830.00 | 1,830.000 | 1,644.700 | 1,644.700 | 3.28 | 5,394.61 | |||
| 1290 | STEEL STRAIN POLE | 04880 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8,567.00 | 34,268.00 | |||
| 1300 | MESSENGER-48.0 KN | 04885M | M | 220.00 | 220.000 | 200.560 | 200.560 | 9.84 | 1,973.51 | |||
| 1310 | LOOP SAW SLOT AND FILL | 04895M | M | 239.00 | 239.000 | 287.310 | 287.310 | 39.36 | 11,308.52 | |||
| 1320 | SIGNAL-3 SECTION 305 MM | 04912M | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 405.00 | 4,050.00 | |||
| 1330 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1340 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1350 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 185.00 | 740.00 | |||
| 8063 | CONDUIT-31 MM Ironworks/US62 Signal | 04793M | M | 0.00 | 150.000 | 237.290 | 237.290 | 32.20 | 7,640.73 | |||
| 8064 | CONDUIT-50 MM Ironworks/US 62 Signal | 04795M | M | 0.00 | 160.000 | 143.800 | 143.800 | 39.60 | 5,694.48 | |||
| 8065 | JUNCTION BOX TYPE B Ironworks/US 62 Signal | 04811 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 563.37 | 4,506.96 | |||
| 8066 | TRENCHING AND BACKFILLING Ironworks/US 62 Signal | 04820M | M | 0.00 | 300.000 | 268.230 | 268.230 | 31.83 | 8,537.76 | |||
| 8067 | LOOP WIRE Ironworks/US 62 Signal | 04830M | M | 0.00 | 935.000 | 952.700 | 952.700 | 1.55 | 1,476.68 | |||
| 8068 | CABLE-NO. 14/7C Ironworks/US 62 Signal | 04845M | M | 0.00 | 390.000 | 365.700 | 365.700 | 5.48 | 2,004.03 | |||
| 8069 | CABLE-NO. 14/1 PAIR Ironworks/US 62 Signal | 04850M | M | 0.00 | 1,850.000 | 1,206.600 | 1,206.600 | 4.55 | 5,490.03 | |||
| 8070 | INSTALL STEEL STRAIN POLE Ironworks/US 62 Signal | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 4,138.05 | 16,552.20 | |||
| 8071 | MESSENGER-48.0 KN Ironworks/US 62 Signal | 04885M | M | 0.00 | 190.000 | 192.500 | 192.500 | 12.33 | 2,373.52 | |||
| 8072 | LOOP SAW SLOT AND FILL Ironworks/US 62 Signal | 04895M | M | 0.00 | 315.000 | 323.530 | 323.530 | 40.85 | 13,216.20 | |||
| 8073 | INSTALL SIGNAL (LED) Ironworks/US 62 Signal | 09618 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 230.00 | 1,840.00 | |||
| 8074 | INSTALL CONTROLLER TYPE 170 Ironworks/US 62 Signal | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,313.00 | 3,313.00 | |||
| 8075 | STAKING Ironworks/US 62 Signal | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,560.00 | 2,560.00 | |||
| 8087 | EW~ US 460 Bypass/US 62 Pole Base Extra Work | 10093MX | M | 0.00 | 2.290 | 2.290 | 2.290 | 1,389.90 | 3,182.87 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0004 LANDSCAPING | |||||||
| 1360 | SUGAR MAPLE | 05226 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 589.00 | 2,356.00 | |||
| 1370 | KENTUCKY COFFEE TREE | 20003ES724 | EACH | 23.00 | 23.000 | 24.000 | 24.000 | 560.00 | 13,440.00 | |||
| 1380 | RED OAK | 20005ES724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 350.00 | 1,750.00 | |||
| 1390 | EASTERN REDBUD | 20014ES724 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 250.00 | 10,500.00 | |||
| 1400 | GREEN ASH | 20235MS724 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 325.00 | 1,300.00 | |||
| 1410 | CHINQUAPIN OAK TREE | 20439MS724 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| 1420 | WHITE ASH TREE | 20440MS724 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 589.00 | 5,301.00 | |||
| 1430 | BLACK GUM | 20444MS724 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 1440 | WHITE OAK | 20451MS724 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 1450 | TULIP POPLAR | 20516NS724 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 1460 | SYCAMORE TREE | 20683NS724 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 250.00 | 2,250.00 | |||
| 1470 | OCTOBER GLORY RED MAPLE | 21127NS724 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 589.00 | 8,835.00 | |||
| 1480 | PRAIRIEFIRE CRABAPPLE | 21128NS724 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 315.00 | 4,410.00 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0005 DEMOBILIZATION & MOBILIZATION | |||||||
| 1490 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 206,000.00 | 206,000.00 | |||
| 1500 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 160,000.00 | 120,000.00 | 160,000.00 | |
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0006 BRIDGE | |||||||
| 1510 | MASONRY COATING STA. 4+721.500 | 02998M | SQ M | 470.00 | 470.000 | 470.000 | 470.000 | 10.00 | 4,700.00 | |||
| 1520 | ARMORED EDGE FOR CONCRETE STA. 4+721.500 | 03299M | M | 25.60 | 25.600 | 25.600 | 25.600 | 172.00 | 4,403.20 | |||
| 1530 | STRUCTURE EXCAV-SOLID ROCK STA. 4+721.500 | 08002M | CU M | 80.40 | 80.400 | 56.830 | 56.830 | 50.00 | 2,841.50 | |||
| 1540 | FOUNDATION PREPARATION STA. 4+721.500 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 1550 | CONCRETE-CLASS A STA. 4+721.500 | 08100M | CU M | 251.40 | 251.400 | 250.870 | 250.870 | 440.00 | 110,382.80 | |||
| 1560 | CONCRETE-CLASS AA STA. 4+721.500 | 08104M | CU M | 98.80 | 98.800 | 98.800 | 98.800 | 980.00 | 96,824.00 | |||
| 1570 | STEEL REINFORCEMENT STA. 4+721.500 | 08150M | KG | 14,863.00 | 14,863.000 | 14,863.000 | 14,863.000 | 1.69 | 25,118.47 | |||
| 1580 | STEEL REINF-EPOXY COATED STA. 4+721.500 | 08151M | KG | 12,410.00 | 12,410.000 | 12,410.000 | 12,410.000 | 1.91 | 23,703.10 | |||
| 1590 | PRECAST PC I BEAM TYPE 3 STA. 4+721.500 | 08633M | M | 140.00 | 140.000 | 140.000 | 140.000 | 685.00 | 95,900.00 | |||
| 1600 | REMOVE CONCRETE MASONRY STA. 4+721.500 | 02403M | CU M | 43.30 | 43.300 | 42.720 | 42.720 | 118.00 | 5,040.96 | |||
| 8057 | JOINT SEALING Super/Substructure Joint Seal | 08540M | M | 0.00 | 34.770 | 34.770 | 34.770 | 66.98 | 2,328.89 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0007 WATERLINE RELOCATION | |||||||
| 1610 | DUCTILE IRON PIPE-200 MM | 01095M | M | 613.00 | 613.000 | 613.000 | 613.000 | 99.00 | 60,687.00 | |||
| 1620 | DUCTILE IRON PIPE-300 MM | 01099M | M | 4,454.00 | 4,454.000 | 4,454.000 | 4,454.000 | 115.00 | 512,210.00 | |||
| 1630 | COPPER PIPE-19 MM | 03360M | M | 25.00 | 75.000 | 75.000 | 75.000 | 27.00 | 2,025.00 | |||
| 1640 | COPPER PIPE-25 MM | 03361M | M | 90.00 | 90.000 | 90.000 | 90.000 | 33.00 | 2,970.00 | |||
| 1650 | PVC PIPE-50 MM | 03381M | M | 662.00 | 662.000 | 662.000 | 662.000 | 30.00 | 19,860.00 | |||
| 1660 | PVC PIPE-100 MM | 03383M | M | 276.00 | 276.000 | 276.000 | 276.000 | 39.80 | 10,984.80 | |||
| 1670 | PVC PIPE-200 MM | 03387M | M | 88.00 | 88.000 | 88.000 | 88.000 | 54.00 | 4,752.00 | |||
| 1680 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,600.00 | 7,800.00 | |||
| 1700 | FLUSH HYDRANT 63.5 MM | 03439 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 1710 | AIR RELEASE VALVE | 03495 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,900.00 | 9,500.00 | |||
| 1720 | GATE VALVE-50 MM | 03522M | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 450.00 | 3,150.00 | |||
| 1730 | GATE VALVE-100 MM | 03524M | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 1740 | GATE VALVE-150 MM | 03526M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 1750 | GATE VALVE-200 MM | 03528M | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 990.00 | 4,950.00 | |||
| 1760 | CONNECT TO WATER MAIN NOT A WET TAP | 20081MC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 1770 | BUTTERFLY VALVE | 20139EC | EACH | 16.00 | 17.000 | 18.000 | 18.000 | 2,100.00 | 37,800.00 | |||
| 1780 | BLOW OFF ASSEMBLY | 20155EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 1790 | FIRE HYDRANT ASSEMBLY 150MM | 20156EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,972.39 | 20,806.73 | |||
| 1800 | CREEK CROSSING | 20243MD | M | 36.30 | 40.100 | 40.100 | 40.100 | 350.00 | 14,035.00 | |||
| 1810 | REMOVE, RELOCATE, AND RECONNECT SERVICE 16MM OR 19MM OR 25MM | 21269ND | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 550.00 | 9,900.00 | |||
| 1820 | REMOVE, RELOCATE, AND RECONNECT SERVICE 50 MM | 21269ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 1830 | REMOVE, RELOCATE, AND RECONNECT SERVICE 50MM W/BACKFLOW PREVENTER | 21269ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 650.00 | 1,950.00 | |||
| 1840 | RECONNECT METER | 21270ND | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 300.00 | 2,100.00 | |||
| 1850 | WET TAP-50MM | 21271ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 1860 | DISCONNECT MAIN | 21272ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 1870 | BORE 300MM MAIN W/500MM STEEL CASE | 21273MD | M | 87.50 | 88.200 | 88.200 | 88.200 | 907.50 | 80,041.50 | |||
| 1880 | BORE 200MM MAIN W/400MM STEEL CASE | 21274MD | M | 34.00 | 34.000 | 34.000 | 34.000 | 702.62 | 23,889.08 | |||
| 1890 | BORE 50MM MAIN W/150MM STEEL CASE | 21275MD | M | 122.30 | 131.300 | 131.300 | 131.300 | 536.25 | 70,409.62 | |||
| 1900 | OPEN CUT 300MM MAIN W/500MM STEEL CASE | 21276MD | M | 114.70 | 114.700 | 111.300 | 111.300 | 265.00 | 29,494.50 | |||
| 1910 | OPEN CUT 200MM MAIN W/400MM STEEL CASE | 21277MD | M | 149.50 | 149.500 | 149.300 | 149.300 | 257.00 | 38,370.10 | |||
| 1920 | OPEN CUT 50MM MAIN W/150MM STEEL CASE | 21278MD | M | 294.50 | 294.500 | 294.500 | 294.500 | 257.00 | 75,686.50 | |||
| 1930 | BYPASS METER-25MM | 21279ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1940 | REM AND RELOCATE ARV ASSEMBLY | 21280ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 387.00 | 387.00 | |||
| 1950 | CLEANUP, GRADING AND SEEDING OUTSIDE R/W | 21281MD | M | 627.00 | 627.000 | 595.000 | 595.000 | 7.00 | 4,165.00 | |||
| 1960 | REM METER,BOX,LID,SETTER AND RADIO EQUIP | 21282ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1970 | REMOVE ABANDONED VALVE BOX AND LID | 21283ND | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 200.00 | 3,000.00 | |||
| 1980 | WET TAP-300MM | 21284ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,589.00 | 11,178.00 | |||
| 1990 | WATER MAIN MARKERS & VALVES,TEES,ETC. | 21285ND | EACH | 66.00 | 66.000 | 75.000 | 75.000 | 300.00 | 22,500.00 | |||
| 8019 | DUCTILE IRON PIPE-300 MM Special Revision Item | 01099M | M | 0.00 | 150.000 | 150.000 | 150.000 | 139.65 | 20,947.50 | |||
| 8020 | EW~ Disconnect & Reconnect Existing Bends | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8021 | BUTTERFLY VALVE 300 mm-Special Revision Item | 20139EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,310.00 | 2,310.00 | |||
| 8022 | BLOW-OFF ASSEMBLY Special Revision Item | 01315 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,087.14 | 1,087.14 | |||
| 8023 | BORE 300MM MAIN W/500MM STEEL CASE Special Revision Item | 21273MD | M | 0.00 | 29.500 | 29.500 | 29.500 | 998.25 | 29,448.37 | |||
| 8024 | OPEN CUT 300MM MAIN W/500MM STEEL CASE Special Revision Item | 21276MD | M | 0.00 | 15.100 | 15.100 | 15.100 | 291.50 | 4,401.65 | |||
| 8025 | WET TAP 6 IN Special Revision Item | 20769ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,850.00 | 3,850.00 | |||
| 8026 | EW~ Cleanup, Grading, Seeding-Special Revision Item | 10093MX | M | 0.00 | 150.000 | 150.000 | 150.000 | 7.70 | 1,155.00 | |||
| 8027 | WATER MAIN MARKERS & VALVES,TEES,ETC. Special Revision Item | 21285ND | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 330.00 | 990.00 | |||
| 8028 | MOBILIZATION Special Revision Item | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,805.00 | 2,805.00 | |||
| 8041 | PVC PIPE-50 MM | 03381M | M | 0.00 | 50.000 | 50.000 | 50.000 | 33.00 | 1,650.00 | |||
| 8042 | VALVE-4 INCH | 03494 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8043 | REMOVE AND RELOCATE METER | 03432 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 605.00 | 605.00 | |||
| 8044 | REMOVE Valve | 09326M03 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 275.00 | 275.00 | |||
| 8045 | MOBILIZATION Water Line Revision | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8061 | REMOVE FIRE HYDRANT | 03434 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8062 | INSTALL WATER METER | 03430 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 680.00 | 680.00 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0008 TRAINEES | |||||||
| 2000 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| Project | DE10500620537 | Fed/State Project Number | STPR 5198 (008) | Category | 0009 Non Participating Federal Funds | |||||||
| 8031 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 45,844.530 | 279.070 | 45,565.460 | 45,844.530 | 1.00 | 279.07 | 45,844.53 | |
| 8032 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 37,215.790 | 423.320 | 36,792.470 | 37,215.790 | 1.00 | 423.32 | 37,215.79 | |
| SUBTOT | $144,202.03 |
$12,502,292.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1610-1-0I |
200mm D.I. Pipe | M |
535.30 | 0002 | $32.20000 | $17,236.66 | ||||||
1620-1-0I |
300m D.I. Pipe | M |
849.00 | 0002 | $52.870000 | $44,886.63 | ||||||
1640-1-0I |
25mm copper service pipe | M |
90.00 | 0002 | $0.450000 | $40.50 | ||||||
1870-1-0I |
500mm casing pipe- bore | M |
67.30 | 0002 | $133.280000 | $8,969.74 | ||||||
1880-1-0I |
400mm casing pipe-bore | M |
34.00 | 0002 | $101.880000 | $3,463.92 | ||||||
1900-1-0I |
500mm casing pipe-open cut | M |
103.70 | 0002 | $133.280000 | $13,821.13 | ||||||
1910-1-0I |
400mm casing pipe -open cut | M |
90.00 | 0002 | $101.880000 | $9,169.20 | ||||||
1620-3-0I |
#12 THHN copper wire | M |
610.00 | 0003 | $0.330000 | $201.30 | ||||||
1620-2-0I |
300 mm DI Pipe | M |
2,705.35 | 0003 | $49.770000 | $134,645.26 | ||||||
1650-1-0I |
2" 50mm PVC pipe | M |
6.10 | 0003 | $2.340000 | $14.27 | ||||||
1790-1-0I |
FIRE hydrant 1' extension | EACH |
1.00 | 0003 | $386.550000 | $386.55 | ||||||
1890-1-0I |
150 mm casing-bore | M |
99.30 | 0003 | $28.640000 | $2,843.95 | ||||||
1920-1-0I |
150 mm casing-open cut | M |
294.50 | 0003 | $28.640000 | $8,434.48 | ||||||
1990-1-0I |
Blue Waterline Marker | EACH |
8.00 | 0003 | $23.700000 | $189.60 | ||||||
1610-2-0I |
Inidental Materials | M |
534.00 | 0006 | $6.190000 | $3,305.46 | ||||||
1620-4-0I |
Incidental Materialsl | M |
2,716.00 | 0006 | $7.790000 | $21,157.64 | ||||||
1650-2-0I |
PVC Pipe-50 mm and Incidentals | M |
622.00 | 0006 | $2.580000 | $1,604.76 | ||||||
1720-1-0I |
Gate Valve-50mm | EACH |
6.00 | 0006 | $216.910000 | $1,301.46 | ||||||
1750-1-0I |
Gate Valve-200mm | EACH |
4.00 | 0006 | $576.350000 | $2,305.40 | ||||||
1760-1-0I |
Connect to Water Main Incedentals | EACH |
6.00 | 0006 | $222.880000 | $1,337.28 | ||||||
1790-2-0I |
Fire Hydrant Assy. | EACH |
4.00 | 0006 | $1403.190000 | $5,612.76 | ||||||
1850-1-0I |
Wet Tap 50mm | EACH |
1.00 | 0006 | $34.580000 | $34.58 | ||||||
1920-2-0I |
Incidental Materials | M |
206.00 | 0006 | $9.640000 | $1,985.84 | ||||||
1980-1-0I |
Wet Tap-300mm | EACH |
1.00 | 0006 | $2240.950000 | $2,240.95 | ||||||
1990-2-0I |
Water Main Markers | EACH |
55.00 | 0006 | $32.930000 | $1,811.15 | ||||||
1590-1-0I |
Precast PC I-Beam Ty 3 | M |
140.00 | 0013 | $437.020000 | $61,182.80 | ||||||
1290-1-0I |
Steel Strain Pole | EACH |
4.00 | 0020 | $5105.490000 | $5,105.49 | ||||||
1290-1-1I |
Steel Strain Pole | EACH |
4.00 | 0022 | $5105.490000 | $20,421.96 | ||||||
1620-1-0A |
300m D.I. Pipe | M |
387.00 | 0002 | $52.870000 | $-20,460.69 | ||||||
1870-1-0A |
500mm casing pipe- bore | M |
22.00 | 0002 | $133.280000 | $-2,932.16 | ||||||
1880-1-0A |
400mm casing pipe-bore | M |
17.00 | 0002 | $101.880000 | $-1,731.96 | ||||||
1900-1-0A |
500mm casing pipe-open cut | M |
36.30 | 0002 | $133.280000 | $-4,838.06 | ||||||
1620-3-0A |
#12 THHN copper wire | M |
389.00 | 0003 | $0.330000 | $-128.37 | ||||||
1620-2-0A |
300 mm DI Pipe | M |
389.00 | 0003 | $49.770000 | $-19,360.53 | ||||||
1620-1-0A |
300m D.I. Pipe | M |
389.00 | 0003 | $52.870000 | $-20,566.43 | ||||||
1790-1-0A |
FIRE hydrant 1' extension | EACH |
1.00 | 0003 | $386.550000 | $-386.55 | ||||||
1870-1-0A |
500mm casing pipe- bore | M |
24.00 | 0003 | $133.280000 | $-3,198.72 | ||||||
1880-1-0A |
400mm casing pipe-bore | M |
17.00 | 0003 | $101.880000 | $-1,731.96 | ||||||
1890-1-0A |
150 mm casing-bore | M |
11.80 | 0003 | $28.640000 | $-337.95 | ||||||
1620-3-0A |
#12 THHN copper wire | M |
221.00 | 0004 | $0.330000 | $-72.93 | ||||||
1620-2-0A |
300 mm DI Pipe | M |
464.00 | 0004 | $49.770000 | $-23,093.28 | ||||||
1620-1-0A |
300m D.I. Pipe | M |
73.00 | 0004 | $52.870000 | $-3,859.51 | ||||||
1890-1-0A |
150 mm casing-bore | M |
12.50 | 0004 | $28.640000 | $-358.00 | ||||||
1900-1-0A |
500mm casing pipe-open cut | M |
5.50 | 0004 | $133.280000 | $-733.04 | ||||||
1990-1-0A |
Blue Waterline Marker | EACH |
8.00 | 0004 | $23.700000 | $-189.60 | ||||||
1620-2-0A |
300 mm DI Pipe | M |
498.00 | 0005 | $49.770000 | $-24,785.46 | ||||||
1650-1-0A |
2" 50mm PVC pipe | M |
6.10 | 0005 | $2.340000 | $-14.27 | ||||||
1910-1-0A |
400mm casing pipe -open cut | M |
57.50 | 0005 | $101.880000 | $-5,858.10 | ||||||
1920-1-0A |
150 mm casing-open cut | M |
88.50 | 0005 | $28.640000 | $-2,534.64 | ||||||
1620-4-0A |
Incidental Materialsl | M |
560.00 | 0006 | $7.790000 | $-4,362.40 | ||||||
1620-2-0A |
300 mm DI Pipe | M |
560.00 | 0006 | $49.770000 | $-27,871.20 | ||||||
1900-1-0A |
500mm casing pipe-open cut | M |
61.90 | 0006 | $133.280000 | $-8,250.03 | ||||||
1980-1-0A |
Wet Tap-300mm | EACH |
1.00 | 0006 | $2240.950000 | $-2,240.95 | ||||||
1620-4-0A |
Incidental Materialsl | M |
1,094.00 | 0007 | $7.790000 | $-8,522.26 | ||||||
1620-2-0A |
300 mm DI Pipe | M |
794.35 | 0007 | $49.770000 | $-39,534.80 | ||||||
1650-2-0A |
PVC Pipe-50 mm and Incidentals | M |
10.70 | 0007 | $2.580000 | $-27.61 | ||||||
1750-1-0A |
Gate Valve-200mm | EACH |
1.00 | 0007 | $576.350000 | $-576.35 | ||||||
1790-2-0A |
Fire Hydrant Assy. | EACH |
1.00 | 0007 | $1403.190000 | $-1,403.19 | ||||||
1920-2-0A |
Incidental Materials | M |
6.10 | 0007 | $9.640000 | $-58.80 | ||||||
1920-1-0A |
150 mm casing-open cut | M |
6.10 | 0007 | $28.640000 | $-174.70 | ||||||
1620-4-0A |
Incidental Materialsl | M |
300.00 | 0008 | $7.790000 | $-2,337.00 | ||||||
1650-2-0A |
PVC Pipe-50 mm and Incidentals | M |
79.00 | 0008 | $2.580000 | $-203.82 | ||||||
1920-2-0A |
Incidental Materials | M |
35.00 | 0008 | $9.640000 | $-337.40 | ||||||
1920-1-0A |
150 mm casing-open cut | M |
35.00 | 0008 | $28.640000 | $-1,002.40 | ||||||
1890-1-0A |
150 mm casing-bore | M |
31.00 | 0010 | $28.640000 | $-887.84 | ||||||
1890-1-0A |
150 mm casing-bore | M |
36.00 | 0012 | $28.640000 | $-1,031.04 | ||||||
1610-2-0A |
Inidental Materials | M |
172.00 | 0014 | $6.190000 | $-1,064.68 | ||||||
1610-1-0A |
200mm D.I. Pipe | M |
172.00 | 0014 | $32.200000 | $-5,538.40 | ||||||
1620-4-0A |
Incidental Materialsl | M |
662.00 | 0014 | $7.790000 | $-5,156.98 | ||||||
1750-1-0A |
Gate Valve-200mm | EACH |
3.00 | 0014 | $576.350000 | $-1,729.05 | ||||||
1790-2-0A |
Fire Hydrant Assy. | EACH |
2.00 | 0014 | $1403.190000 | $-2,806.38 | ||||||
1920-2-0A |
Incidental Materials | M |
106.40 | 0014 | $9.640000 | $-1,025.70 | ||||||
1920-1-0A |
150 mm casing-open cut | M |
106.40 | 0014 | $28.640000 | $-3,047.30 | ||||||
1590-1-0A |
Precast PC I-Beam Ty 3 | M |
140.00 | 0016 | $437.020000 | $-61,182.80 | ||||||
1610-2-0A |
Inidental Materials | M |
62.00 | 0016 | $6.190000 | $-383.78 | ||||||
1610-1-0A |
200mm D.I. Pipe | M |
62.00 | 0016 | $32.200000 | $-1,996.40 | ||||||
1640-1-0A |
25mm copper service pipe | M |
30.30 | 0016 | $0.450000 | $-13.64 | ||||||
1650-2-0A |
PVC Pipe-50 mm and Incidentals | M |
133.70 | 0016 | $2.580000 | $-344.95 | ||||||
1720-1-0A |
Gate Valve-50mm | EACH |
3.00 | 0016 | $216.910000 | $-650.73 | ||||||
1760-1-0A |
Connect to Water Main Incedentals | EACH |
2.00 | 0016 | $222.880000 | $-445.76 | ||||||
1790-2-0A |
Fire Hydrant Assy. | EACH |
1.00 | 0016 | $1403.190000 | $-1,403.19 | ||||||
1890-1-0A |
150 mm casing-bore | M |
8.00 | 0016 | $28.640000 | $-229.12 | ||||||
1650-2-0A |
PVC Pipe-50 mm and Incidentals | M |
233.00 | 0019 | $2.580000 | $-601.14 | ||||||
1920-2-0A |
Incidental Materials | M |
58.50 | 0019 | $9.640000 | $-563.94 | ||||||
1920-1-0A |
150 mm casing-open cut | M |
58.50 | 0019 | $28.640000 | $-1,675.44 | ||||||
1620-4-0A |
Incidental Materialsl | M |
96.00 | 0021 | $7.790000 | $-747.84 | ||||||
1870-1-0A |
500mm casing pipe- bore | M |
21.30 | 0021 | $133.280000 | $-2,838.86 | ||||||
1290-1-1A |
Steel Strain Pole | EACH |
4.00 | 0022 | $5105.490000 | $-20,421.96 | ||||||
1620-4-0A |
Incidental Materialsl | M |
-96.00 | 0022 | $7.790000 | $747.84 | ||||||
1760-1-0A |
Connect to Water Main Incedentals | EACH |
1.00 | 0022 | $222.880000 | $-222.88 | ||||||
1910-1-0A |
400mm casing pipe -open cut | M |
32.30 | 0028 | $101.880000 | $-3,290.72 | ||||||
1610-1-0A |
200mm D.I. Pipe | M |
300.00 | 0029 | $32.200000 | $-9,660.00 | ||||||
1610-2-0A |
Inidental Materials | M |
300.00 | 0029 | $6.190000 | $-1,857.00 | ||||||
1720-1-0A |
Gate Valve-50mm | EACH |
2.00 | 0030 | $216.910000 | $-433.82 | ||||||
1620-4-0A |
Incidental Materialsl | M |
100.00 | 0034 | $7.790000 | $-779.00 | ||||||
1640-1-0A |
25mm copper service pipe | M |
59.70 | 0034 | $0.450000 | $-26.87 | ||||||
1650-2-0A |
PVC Pipe-50 mm and Incidentals | M |
165.60 | 0034 | $2.580000 | $-427.25 | ||||||
1720-1-0A |
Gate Valve-50mm | EACH |
1.00 | 0034 | $216.910000 | $-216.91 | ||||||
1850-1-0A |
Wet Tap 50mm | EACH |
1.00 | 0034 | $34.580000 | $-34.58 | ||||||
1990-2-0A |
Water Main Markers | EACH |
55.00 | 0043 | $32.930000 | $-1,811.15 | ||||||
1760-1-0A |
Connect to Water Main Incedentals | EACH |
3.00 | 0049 | $222.880000 | $-668.64 | ||||||
1290-10C |
Steel Strain Pole | EACH |
0.00 | 0022 | $1276.372500 | $-5,105.49 | ||||||
1610-10C |
200mm D.I. Pipe | M |
0.00 | 0081 | $32.200000 | -41.86 | $-41.86 | |||||
1910-10C |
400mm casing pipe -open cut | M |
0.00 | 0081 | $101.880000 | -20.38 | $-20.38 | |||||
| SUBTOT | $-0.03 |
|||||||||||