|
Report_Id: 111027 Est NO 0041 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111027 | Estimate Number | 0041 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 2 VC Code VC0000088141 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 02/08/2013 TO 02/21/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | DE04900271127 | ||||||
| Project No. | JL04 049 0027 BYPASS | ||||||
| Primary County | HARRISON | ||||||
| Name of Road | PARIS-COVINGTON ROAD (US 27) | ||||||
| Description | WEST US 27 CYNTHIANA BYPASS SECTION 1 FROM SOUTH US 27 TO NORTH US 27 EXCLUDING BRIDGE OVER LICKING RIVER | ||||||
| Date Let | 06/17/2011 | Formal Acceptance | |||||
| Date Awarded | 06/29/2011 | Date Work Began | 08/05/2011 | ||||
| Date Contract Executed | 07/13/2011 | Open To Traffic | |||||
| Date NTP Issued | 07/13/2011 | Actual Completion Date | |||||
| Current Contract Amount | $13,584,828.82 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,709,120.70 |
Total Earnings | $9,519,020.33 |
$9,464,447.83 |
$54,572.50 |
|
| Percent Complete | 70.07 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $4,065,808.49 |
Gross Earnings | $9,519,020.33 |
$9,464,447.83 |
$54,572.50 |
|
| Total Change Orders | $875,708.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,519,020.33 |
$9,464,447.83 |
$54,572.50 |
|||
| Contract Id | 111027 | Change Order Summary |
County | HARRISON | ||||||
| Estimate Nbr | 0041 | Project Number | JL04 049 0027 BYPASS | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 02/08/2013 TO 02/21/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost Plus - Sinkhole | Approved | 12/02/2011 | $2,278.84 | 1.0 | |||||
| 002 | Excess waste excavation | Approved | 12/14/2011 | $707,354.22 | 37.0 | |||||
| 003 | Fuel and Asphalt Adjustment Override | Approved | 11/15/2011 | $0.00 | 0.0 | |||||
| 004 | Traffic Bound Base and Utility Trench Excavation | Approved | 02/01/2012 | $26,447.26 | 0.0 | |||||
| 005 | Utilities, Box Culverts, Solid Rock Excavation | Approved | 04/27/2012 | $36,784.05 | 32.0 | |||||
| 006 | Water Pump Station | Approved | 06/21/2012 | $3,664.27 | 0.0 | |||||
| 007 | Storm Sewer, Colored Concrete, Mowing and Misc. | Approved | 09/07/2012 | $44,478.03 | 1.0 | |||||
| 008 | Lowering Waterline/Junction Box/Temporary Traffic Signal | Approved | 10/31/2012 | $54,701.45 | 4.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 111027 | COMMONWEALTH OF KENTUCKY |
County | HARRISON | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE04900271127 | ||||||
| Estimate Nbr | 0041 | Period | 02/08/2013 TO 02/21/2013 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0020 | ENTRANCE PIPE-15 IN | 00440 | LF | 660.00 | 660.000 | 615.000 | 615.000 | 32.00 | 19,680.00 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 86.00 | 86.000 | 45.000 | 45.000 | 45.00 | 2,025.00 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 200.00 | 200.000 | 280.000 | 280.000 | 52.00 | 14,560.00 | |||
| 0050 | ENTRANCE PIPE-30 IN | 00445 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 61.00 | 2,806.00 | |||
| 0060 | CULVERT PIPE-18 IN | 00462 | LF | 336.00 | 336.000 | 206.000 | 206.000 | 51.00 | 10,506.00 | |||
| 0070 | CULVERT PIPE-30 IN | 00466 | LF | 672.00 | 672.000 | 549.000 | 549.000 | 75.00 | 41,175.00 | |||
| 0080 | CULVERT PIPE-36 IN | 00468 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0090 | CULVERT PIPE-42 IN | 00469 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 136.00 | 21,760.00 | |||
| 0100 | CULVERT PIPE-48 IN | 00470 | LF | 481.00 | 606.000 | 606.000 | 606.000 | 138.00 | 83,628.00 | |||
| 0110 | CULVERT PIPE-66 IN | 00473 | LF | 270.00 | 270.000 | 270.000 | 270.000 | 210.00 | 56,700.00 | |||
| 0120 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,738.00 | 2,738.000 | 2,059.000 | 2,059.000 | 42.00 | 86,478.00 | |||
| 0130 | PERFORATED PIPE-6 IN | 01001 | LF | 354.00 | 354.000 | 614.000 | 614.000 | 14.00 | 8,596.00 | |||
| 0140 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 971.00 | 971.000 | 300.000 | 300.000 | 15.00 | 4,500.00 | |||
| 0150 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 420.00 | 1,260.00 | |||
| 0160 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 420.00 | 420.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0180 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 0190 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 11.00 | 11.000 | 5.000 | 5.000 | 2,700.00 | 13,500.00 | |||
| 0200 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4,150.00 | 8,300.00 | |||
| 0210 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,100.00 | 5,100.00 | |||
| 0220 | CURB BOX INLET TYPE A | 01456 | EACH | 26.00 | 26.000 | 20.000 | 20.000 | 3,400.00 | 68,000.00 | |||
| 0230 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0240 | STANDARD CURB AND GUTTER | 01810 | LF | 2,987.90 | 2,987.900 | 2,275.443 | 2,275.443 | 18.50 | 42,095.69 | |||
| 0250 | ISLAND CURB AND GUTTER | 01825 | LF | 4,169.30 | 4,169.300 | 3,584.001 | 3,584.001 | 18.50 | 66,304.01 | |||
| 0260 | ISLAND INTEGRAL CURB | 01845 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0270 | STANDARD HEADER CURB | 01875 | LF | 1,007.30 | 1,007.300 | 807.090 | 807.090 | 26.00 | 20,984.34 | |||
| 0280 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 345.60 | 345.600 | 339.000 | 339.000 | 26.00 | 8,814.00 | |||
| 0290 | BARRICADE-TYPE III | 02014 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 140.00 | 1,400.00 | |||
| 0300 | REMOVE PAVEMENT | 02091 | SQYD | 6,877.00 | 6,877.000 | 516.000 | 516.000 | 2.40 | 1,238.40 | |||
| 0310 | TEMP DITCH | 02159 | LF | 26,009.00 | 26,009.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0320 | CLEAN TEMP DITCH | 02160 | LF | 26,009.00 | 26,009.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0330 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 22,734.00 | 22,734.000 | 18,571.350 | 18,571.350 | 5.00 | 92,856.75 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0360 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0390 | TEMP GUARDRAIL | 02397 | LF | 737.50 | 737.500 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0400 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0410 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0420 | CHANNEL LINING CLASS IA | 02482 | TON | 159.00 | 159.000 | 0.000 | 0.000 | 78.50 | 0.00 | |||
| 0430 | CHANNEL LINING CLASS II | 02483 | TON | 4,110.00 | 4,110.000 | 1,740.170 | 1,740.170 | 21.00 | 36,543.57 | |||
| 0440 | CHANNEL LINING CLASS III | 02484 | TON | 4,170.00 | 4,170.000 | 2,777.290 | 2,777.290 | 24.00 | 66,654.96 | |||
| 0450 | CLEARING AND GRUBBING 119 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0460 | SIGNS | 02562 | SQFT | 653.00 | 653.000 | 480.500 | 480.500 | 7.50 | 3,603.75 | |||
| 0470 | EDGE KEY | 02585 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0480 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,664.00 | 2,664.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0490 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 11,351.00 | 11,351.000 | 11,360.717 | 11,360.717 | 2.00 | 22,721.43 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.015 | 0.780 | 0.795 | 42,500.00 | 637.50 | 33,787.50 | |
| 0510 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0520 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0530 | DIVERSIONS (BY-PASS DETOURS) #3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0540 | DIVERSIONS (BY-PASS DETOURS) #4 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0550 | DIVERSIONS (BY-PASS DETOURS) #5 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0560 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0570 | TEMP SILT FENCE | 02701 | LF | 20,980.00 | 20,980.000 | 4,727.000 | 4,727.000 | 1.25 | 5,908.75 | |||
| 0580 | SILT TRAP TYPE A | 02703 | EACH | 238.00 | 238.000 | 2.000 | 2.000 | 110.00 | 220.00 | |||
| 0590 | SILT TRAP TYPE B | 02704 | EACH | 238.00 | 238.000 | 72.000 | 72.000 | 110.00 | 7,920.00 | |||
| 0600 | SILT TRAP TYPE C | 02705 | EACH | 119.00 | 119.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0610 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 714.00 | 714.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0620 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 714.00 | 714.000 | 38.000 | 38.000 | 1.00 | 38.00 | |||
| 0630 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 357.00 | 357.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0640 | CLEAN TEMP SILT FENCE | 02709 | LF | 41,960.00 | 41,960.000 | 285.000 | 285.000 | 0.01 | 2.85 | |||
| 0650 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.015 | 0.780 | 0.795 | 68,600.00 | 1,029.00 | 54,537.00 | |
| 0660 | REMOVE STRUCTURE US 27 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0670 | REMOVE STRUCTURE US 62 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0680 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,342.00 | 11,342.000 | 43,413.289 | 43,413.289 | 1.05 | 45,583.95 | |||
| 0690 | TEMP MULCH | 05952 | SQYD | 575,863.00 | 575,863.000 | 51,279.622 | 51,279.622 | 0.03 | 1,538.38 | |||
| 0700 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 575,863.00 | 575,863.000 | 0.000 | 0.000 | 0.03 | 0.00 | |||
| 0710 | TOPDRESSING FERTILIZER | 05966 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0720 | SEEDING AND PROTECTION | 05985 | SQYD | 452,637.00 | 452,637.000 | 229,953.460 | 229,953.460 | 0.26 | 59,787.89 | |||
| 0730 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 112,776.00 | 112,776.000 | 117,553.700 | 117,553.700 | 0.16 | 18,808.59 | |||
| 0740 | SODDING | 05990 | SQYD | 570.00 | 570.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0750 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 11,600.00 | 11,600.000 | 19,002.000 | 19,002.000 | 0.19 | 3,610.38 | |||
| 0760 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 82,991.00 | 82,991.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0770 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0780 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0790 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,429.00 | 2,429.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0800 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0810 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0820 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 580.00 | 580.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0830 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 290.00 | 290.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0840 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0850 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 698.00 | 698.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0860 | CONCRETE-CLASS A | 08100 | CUYD | 43.81 | 43.810 | 40.530 | 40.530 | 650.00 | 26,344.50 | |||
| 0870 | STEEL REINFORCEMENT | 08150 | LB | 3,051.00 | 3,051.000 | 3,023.000 | 3,023.000 | 1.00 | 3,023.00 | |||
| 0880 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,206.00 | 1,802.500 | 1,802.500 | 1,802.500 | 24.00 | 43,260.00 | |||
| 0890 | REMOVE ASBESTOS PIPE | 21655EN | LF | 515.00 | 515.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0900 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 9,937.50 | 9,937.500 | 0.000 | 0.000 | 16.93 | 0.00 | |||
| 0910 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 56.00 | 56.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
| 0920 | ENTRANCE PIPE-36 IN | 22581EN | LF | 71.00 | 71.000 | 71.000 | 71.000 | 87.50 | 6,212.50 | |||
| 0930 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 1,072.00 | 1,072.000 | 0.000 | 0.000 | 53.21 | 0.00 | |||
| 0940 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,864.00 | 2,864.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0950 | THERMO RUMBLE STRIPS TY 2 | 24097EC | LF | 720.00 | 720.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0960 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0970 | ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -6,313.050 | -6,313.050 | 1.00 | -6,313.05 | |||
| 8001 | COST PLUS WORK SINKHOLE 225+00 | 10080NSD | DOLL | 0.00 | 2,278.840 | 2,278.840 | 2,278.840 | 1.00 | 2,278.84 | |||
| 8002 | ROADWAY EXCAVATION-SPECIAL | 22978EN | CUYD | 0.00 | 284,078.000 | 284,078.000 | 284,078.000 | 2.49 | 707,354.22 | |||
| 8003 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8004 | EW~ Trenching | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,947.26 | 6,947.26 | |||
| 8005 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 1,000.000 | 1,370.210 | 1,370.210 | 19.50 | 26,719.09 | |||
| 8016 | TEMPORARY PIPE Temporary 15" Storm Pipe & Safeloading | 20166ES810 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 36.56 | 0.00 | |||
| 8018 | TEMPORARY PIPE 15 IN & SAFELOADING | 20166ES810 | LF | 0.00 | 100.000 | 75.000 | 75.000 | 36.56 | 2,742.22 | |||
| 8019 | RIGHT-OF-WAY MOWING PRIOR TO COMPLETION | 02167 | ACRE | 0.00 | 20.000 | 20.000 | 20.000 | 56.70 | 1,134.00 | |||
| 8021 | JUNCTION BOX Junction Box for Culvert Extension | 01650 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 8022 | TEMPORARY SIGNAL Temporary Traffic Signal US62/27 | 04935 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,925.00 | 13,925.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0002 PAVING ALT 1-ASPH | |||||||
| 0980 | CRUSHED STONE BASE | 00003 | TON | 67,857.00 | 67,857.000 | 38,988.910 | 38,988.910 | 16.50 | 643,317.01 | |||
| 0990 | ASPHALT SEAL AGGREGATE | 00100 | TON | 702.00 | 702.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1000 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 34,809.00 | 34,809.000 | 20,452.910 | 20,452.910 | 54.00 | 1,104,457.14 | |||
| 1010 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 4,385.00 | 4,385.000 | 878.000 | 878.000 | 58.00 | 50,924.00 | |||
| 1020 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 84.00 | 84.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,224.00 | 4,224.000 | 269.500 | 269.500 | 67.00 | 18,056.50 | |||
| 1040 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 4,275.00 | 4,275.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 1050 | JPC PAVEMENT-8 IN | 02084 | SQYD | 1,225.00 | 1,225.000 | 1,218.530 | 1,218.530 | 41.00 | 49,959.73 | |||
| 1060 | PAVEMENT ADJUSTMENT ASPH | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 514,672.00 | 0.00 | |||
| 2280 | ROADWAY EXCAVATION (ADDED: 6-3-11) | 02200 | CUYD | 897,575.00 | 897,575.000 | 870,737.670 | 870,737.670 | 3.33 | 2,899,556.44 | |||
| 8017 | JPC PAVEMENT-8 IN SHLD Colored Concrete for Aprons/Shoulders in Roundabout | 02081 | SQYD | 0.00 | 985.000 | 968.530 | 968.530 | 19.16 | 18,558.97 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0005 BRIDGE | |||||||
| 1250 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 376.00 | 376.000 | 317.710 | 317.710 | 28.00 | 8,895.88 | |||
| 1260 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,225.00 | 1,225.000 | 1,025.000 | 1,025.000 | 1.85 | 1,896.25 | |||
| 1270 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 394.00 | 394.000 | 2,333.330 | 2,333.330 | 2.00 | 4,666.66 | |||
| 1280 | MASONRY COATING | 02998 | SQYD | 889.00 | 889.000 | 889.000 | 889.000 | 12.75 | 11,334.75 | |||
| 1290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 89.40 | 89.400 | 89.400 | 89.400 | 55.00 | 4,917.00 | |||
| 1300 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 92.00 | 67.680 | 67.680 | 67.680 | 45.00 | 3,045.60 | |||
| 1310 | FOUNDATION PREPARATION 25364 | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 10,000.00 | 5,000.00 | |||
| 1320 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,225.00 | 1,225.000 | 1,236.690 | 1,236.690 | 24.00 | 29,680.56 | |||
| 1330 | TEST PILES | 08033 | LF | 97.00 | 97.000 | 97.000 | 97.000 | 51.00 | 4,947.00 | |||
| 1340 | PILES-STEEL HP12X53 | 08046 | LF | 1,299.00 | 1,297.410 | 1,297.410 | 1,297.410 | 51.00 | 66,167.91 | |||
| 1350 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 120.00 | 3,840.00 | |||
| 1360 | CONCRETE-CLASS A | 08100 | CUYD | 561.50 | 561.500 | 561.500 | 561.500 | 380.00 | 213,370.00 | |||
| 1370 | CONCRETE-CLASS AA | 08104 | CUYD | 608.70 | 608.700 | 608.700 | 608.700 | 380.00 | 231,306.00 | |||
| 1380 | STEEL REINFORCEMENT | 08150 | LB | 70,024.00 | 70,024.000 | 70,024.000 | 70,024.000 | 0.88 | 61,621.12 | |||
| 1390 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 141,955.00 | 141,955.000 | 141,955.000 | 141,955.000 | 0.90 | 127,759.50 | |||
| 1400 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,614.20 | 1,614.200 | 1,614.200 | 1,614.200 | 255.00 | 411,621.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0006 BRIDGE-CULVERT | |||||||
| 1410 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 166.00 | 271.080 | 271.080 | 271.080 | 45.00 | 12,198.60 | |||
| 1420 | FOUNDATION PREPARATION 25365 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1430 | CONCRETE-CLASS A | 08100 | CUYD | 240.30 | 240.300 | 240.300 | 240.300 | 380.00 | 91,314.00 | |||
| 1440 | STEEL REINFORCEMENT | 08150 | LB | 19,772.00 | 19,772.000 | 19,772.000 | 19,772.000 | 0.88 | 17,399.36 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0007 BRIDGE-CULVERT | |||||||
| 1450 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 183.00 | 250.000 | 250.000 | 250.000 | 45.00 | 11,250.00 | |||
| 1460 | FOUNDATION PREPARATION 25366 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1470 | CONCRETE-CLASS A | 08100 | CUYD | 364.00 | 364.000 | 364.000 | 364.000 | 380.00 | 138,320.00 | |||
| 1480 | STEEL REINFORCEMENT | 08150 | LB | 38,975.00 | 38,975.000 | 38,975.000 | 38,975.000 | 0.88 | 34,298.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0008 BRIDGE-CULVERT | |||||||
| 1490 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 7.00 | 2.130 | 2.130 | 2.130 | 375.00 | 798.75 | |||
| 1500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 14.00 | 14.000 | 14.000 | 14.000 | 45.00 | 630.00 | |||
| 1510 | FOUNDATION PREPARATION 25367 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1520 | CONCRETE-CLASS A | 08100 | CUYD | 38.70 | 38.700 | 38.700 | 38.700 | 380.00 | 14,706.00 | |||
| 1530 | STEEL REINFORCEMENT | 08150 | LB | 3,786.00 | 3,786.000 | 3,786.000 | 3,786.000 | 0.88 | 3,331.68 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0009 BRIDGE-CULVERT | |||||||
| 1540 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 124.00 | 124.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1550 | FOUNDATION PREPARATION 25368 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1560 | CONCRETE-CLASS A | 08100 | CUYD | 400.80 | 400.800 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 1570 | STEEL REINFORCEMENT | 08150 | LB | 45,077.00 | 45,077.000 | 0.000 | 0.000 | 0.88 | 0.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0010 LIGHTING | |||||||
| 1580 | POLE 40 FT MTG HT | 04701 | EACH | 21.00 | 21.000 | 16.000 | 0.000 | 16.000 | 1,000.00 | 16,000.00 | 16,000.00 | |
| 1590 | BRACKET 15 FT | 04725 | EACH | 21.00 | 21.000 | 16.000 | 0.000 | 16.000 | 325.00 | 5,200.00 | 5,200.00 | |
| 1600 | POLE BASE | 04740 | EACH | 21.00 | 21.000 | 16.000 | 16.000 | 650.00 | 10,400.00 | |||
| 1610 | TRANSFORMER BASE | 04750 | EACH | 21.00 | 21.000 | 2.000 | 14.000 | 16.000 | 300.00 | 600.00 | 4,800.00 | |
| 1620 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 6,500.00 | 3,250.00 | |||
| 1630 | HPS LUMINAIRE | 04770 | EACH | 21.00 | 21.000 | 16.000 | 0.000 | 16.000 | 300.00 | 4,800.00 | 4,800.00 | |
| 1640 | FUSED CONNECTOR KIT | 04780 | EACH | 42.00 | 42.000 | 32.000 | 0.000 | 32.000 | 75.00 | 2,400.00 | 2,400.00 | |
| 1650 | CONDUIT-1 1/4 IN | 04793 | LF | 4,350.00 | 4,350.000 | 1,035.000 | 1,901.000 | 2,936.000 | 8.00 | 8,280.00 | 23,488.00 | |
| 1660 | CONDUIT-2 IN | 04795 | LF | 310.00 | 310.000 | 150.000 | 150.000 | 10.00 | 1,500.00 | |||
| 1670 | TRENCHING AND BACKFILLING | 04820 | LF | 4,590.00 | 4,590.000 | 1,964.000 | 1,154.000 | 3,118.000 | 3.00 | 5,892.00 | 9,354.00 | |
| 1680 | WIRE-NO. 12 | 04832 | LF | 2,310.00 | 2,310.000 | 2,784.000 | 0.000 | 2,784.000 | 0.50 | 1,392.00 | 1,392.00 | |
| 1690 | WIRE-NO. 8 | 04833 | LF | 9,620.00 | 9,620.000 | 6,542.000 | 0.000 | 6,542.000 | 1.00 | 6,542.00 | 6,542.00 | |
| 1700 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 3.000 | 0.000 | 3.000 | 600.00 | 1,800.00 | 1,800.00 | |
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0011 SIGNING | |||||||
| 1710 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 319.00 | 319.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1720 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 64.00 | 64.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1730 | STEEL POST TYPE 2 | 06411 | LF | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0012 MOB AND DEMOB | |||||||
| 1740 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 280,000.00 | 280,000.00 | |||
| 1750 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 177,000.00 | 0.00 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0013 WATERLINE | |||||||
| 1760 | STEEL ENCASEMENT PIPE-12 IN OPEN CUT | 01069 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 78.00 | 12,870.00 | |||
| 1770 | STEEL ENCASEMENT PIPE-16 IN OPEN CUT | 01073 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 90.00 | 13,500.00 | |||
| 1780 | STEEL ENCASEMENT PIPE-18 IN OPEN CUT | 01075 | LF | 300.00 | 300.000 | 300.000 | 300.000 | 93.00 | 27,900.00 | |||
| 1790 | STEEL ENCASEMENT PIPE-24 IN OPEN CUT | 01081 | LF | 280.00 | 385.000 | 385.000 | 385.000 | 160.00 | 61,600.00 | |||
| 1800 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 1,151.00 | 959.000 | 959.000 | 959.000 | 24.75 | 23,735.25 | |||
| 1810 | SANITARY SEWER MANHOLE | 01799 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 1820 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1830 | PVC PIPE-12 IN | 03391 | LF | 1,016.00 | 1,070.000 | 1,070.000 | 1,070.000 | 28.50 | 30,495.00 | |||
| 1840 | PVC PIPE-12 IN SEWER PIPE | 03391 | LF | 365.00 | 424.910 | 424.910 | 424.910 | 15.00 | 6,373.65 | |||
| 1850 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 840.00 | 1,680.00 | |||
| 1860 | BEND 11.25 DEG 8 IN HORIZONTAL | 03539 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 225.00 | 225.00 | |||
| 1870 | BEND 11.25 DEG 8 IN VERTICAL | 03539 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 425.00 | 425.00 | |||
| 1880 | BEND 11.25 DEG 12 IN VERTICAL | 03541 | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1890 | BEND 22.50 DEG 8 IN HORIZONTAL | 03546 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
| 1900 | BEND 45 DEG 12 IN HORIZONTAL | 03556 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 325.00 | 1,300.00 | |||
| 1910 | TIE-IN TO MANHOLE | 20772ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 1920 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
| 1930 | CAP AND BLOCK-12 IN | 22609NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 575.00 | 1,150.00 | |||
| 1940 | TEE AND BLOCK-12 X 12 X 6 IN | 22815NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 325.00 | 325.00 | |||
| 1950 | PVC FORCE MAIN-6 IN | 22984EN | LF | 841.00 | 1,086.000 | 1,086.000 | 1,086.000 | 24.50 | 26,607.00 | |||
| 1960 | VALVE BOX | 23310EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 42.00 | 168.00 | |||
| 1970 | TAPPING SLEEVE-12 IN | 24144EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1980 | TAPPING VALVE-12 IN | 24145EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,100.00 | 6,200.00 | |||
| 1990 | TAPPING SLEEVE-6 IN | 24146EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 8010 | TAPPING SLEEVE & VALVE 8 X 8 | 21180ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,139.25 | 2,278.50 | |||
| 8013 | TAPPING SLEEVE AND VALVE-6IN X 6 IN | 20951ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,861.25 | 5,722.50 | |||
| Project | DE04900271127 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0014 WATERLINE | |||||||
| 2000 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 75.00 | 9,000.00 | |||
| 2010 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 405.00 | 405.000 | 405.000 | 405.000 | 80.00 | 32,400.00 | |||
| 2020 | PLUG PIPE | 01314 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 2030 | FIRE HYDRANT 4 IN | 02606 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 2040 | FIRE HYDRANT 6 IN | 02606 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,600.00 | 15,600.00 | |||
| 2050 | PVC PIPE-4 IN | 03383 | LF | 1,250.00 | 1,229.500 | 1,229.500 | 1,229.500 | 11.50 | 14,139.25 | |||
| 2060 | PVC PIPE-6 IN DR 18 | 03385 | LF | 6,770.00 | 5,856.940 | 5,909.690 | 5,909.690 | 15.00 | 88,645.35 | |||
| 2070 | PVC PIPE-6 IN SDR 21 | 03385 | LF | 1,650.00 | 1,700.000 | 1,700.000 | 1,700.000 | 13.00 | 22,100.00 | |||
| 2080 | INSTALL WATER METER | 03430 | EACH | 12.00 | 10.000 | 10.000 | 10.000 | 900.00 | 9,000.00 | |||
| 2090 | TIE-IN TO WATER LINE | 03460 | EACH | 7.00 | 6.000 | 6.000 | 6.000 | 1,200.00 | 7,200.00 | |||
| 2100 | AIR RELEASE VALVE | 03495 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 2110 | GATE VALVE-2 IN | 03522 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 2120 | GATE VALVE-4 IN | 03524 | EACH | 3.00 | 5.000 | 5.000 | 5.000 | 625.00 | 3,125.00 | |||
| 2130 | GATE VALVE-6 IN | 03526 | EACH | 19.00 | 18.000 | 18.000 | 18.000 | 840.00 | 15,120.00 | |||
| 2140 | INSTALL SERVICE PIPING | 20255EC | EACH | 12.00 | 10.000 | 10.000 | 10.000 | 900.00 | 9,000.00 | |||
| 2150 | RELOCATE SERVICE | 21109ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 2160 | SERVICE LINE - 1 IN | 21558EC | LF | 250.00 | 794.500 | 794.500 | 794.500 | 8.50 | 6,753.25 | |||
| 2170 | OPEN CUT-8 IN FOR LEACHFIELD CROSSING | 24135EC | LF | 250.00 | 250.000 | 250.000 | 250.000 | 18.00 | 4,500.00 | |||
| 2180 | OPEN CUT-10 IN FOR LEACHFIELD CROSSING | 24136EC | LF | 350.00 | 350.000 | 350.000 | 350.000 | 20.00 | 7,000.00 | |||
| 2190 | OPEN CUT-10 IN FOR STREAM CROSSING | 24137EC | LF | 310.00 | 378.000 | 378.000 | 378.000 | 32.00 | 12,096.00 | |||
| 2200 | PVC PIPE-10 IN WITH CONC CAP LEACHFIELD CROSSING | 24138EC | LF | 350.00 | 600.000 | 600.000 | 600.000 | 35.00 | 21,000.00 | |||
| 2210 | PVC PIPE-10 IN WITH CONC CAP STREAM CROSSING | 24138EC | LF | 390.00 | 378.000 | 378.000 | 378.000 | 48.00 | 18,144.00 | |||
| 2220 | OPEN CUT-8 IN FOR ROAD CROSSING | 24139EC | LF | 120.00 | 120.000 | 120.000 | 120.000 | 60.00 | 7,200.00 | |||
| 2230 | OPEN CUT-10 IN FOR ROAD CROSSING | 24140EC | LF | 345.00 | 345.000 | 345.000 | 345.000 | 65.00 | 22,425.00 | |||
| 2240 | ASBESTOS CONCRETE PIPE REMOVAL | 24141EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2250 | BOOSTER PUMP STATION | 24142EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 2260 | TEMP TIE-IN TO BOOSTER PUMP STATION | 24143EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 2270 | BORE AND JACK PIPE-10 IN | 24149EC | LF | 60.00 | 60.000 | 60.000 | 60.000 | 180.00 | 10,800.00 | |||
| 8006 | FORCE MAIN BEND-6 IN | 24061EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 210.00 | 420.00 | |||
| 8007 | FORCE MAIN BEND-6 IN | 24061EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 393.75 | 1,575.00 | |||
| 8009 | DUCTILE IRON FITTINGS | 20335EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 446.25 | 1,785.00 | |||
| 8011 | SERVICE SADDLE AND TAP-1 IN | 21205ND | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 630.00 | 1,890.00 | |||
| 8012 | PVC CONDUIT-2 IN-SCHEDULE 40 | 24124EC | LF | 0.00 | 144.000 | 144.000 | 144.000 | 3.15 | 453.60 | |||
| 8014 | PUMP STATION ELECTRICAL Safety Switch for Generator Connection | 22749NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,282.96 | 2,282.96 | |||
| 8015 | PUMP STATION ELECTRICAL Relocation of Telemetry Pole | 22749NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,381.31 | 1,381.31 | |||
| 8020 | WATER MAIN RELOCATION Lowering Waterline at round-a-bout | 20991ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,476.45 | 38,476.45 | |||
| SUBTOT | $54,572.50 |
$9,519,020.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2250-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0018 | $132106.740000 | $125,501.40 | ||||||
2250-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $132106.740000 | $-125,501.40 | ||||||
| SUBTOT | $0.00 |
|||||||||||