|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/27/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061264 | Estimate Number | 0106 | Estimate Type FINAL | |||
| District Office | JACKSON (10300) Skaggs, Aric L. P.E. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 04/16/2015 TO 06/17/2015 | ||||||
| Date Approved | 07/12/2015 | ||||||
| Primary Proj Number | DE09700070664 | ||||||
| Project No. | FD04 097 0007 000-003 | ||||||
| Primary County | PERRY | ||||||
| Name of Road | JEFF-VIPER ROAD (KY 7) | ||||||
| Description | RECONSTRUCT KY 7 FROM VIPER TO JEFF | ||||||
| Date Let | 12/15/2006 | Formal Acceptance | 08/26/2011 | ||||
| Date Awarded | 12/19/2006 | Date Work Began | 03/05/2007 | ||||
| Date Contract Executed | 01/02/2007 | Open To Traffic | 11/18/2010 | ||||
| Date NTP Issued | 01/02/2007 | Actual Completion Date | 11/18/2010 | ||||
| Current Contract Amount | $42,608,410.61 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $34,845,312.84 |
Total Earnings | $42,080,276.09 |
$41,983,568.38 |
$96,707.71 |
|
| Percent Complete | 98.89 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $474,063.48 |
Gross Earnings | $42,080,276.09 |
$41,983,568.38 |
$96,707.71 |
|
| Total Change Orders | $7,763,097.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $42,134,347.13 |
$42,037,639.42 |
$96,707.71 |
|||
| Contract Id | 061264 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0106 | Project Number | FD04 097 0007 000-003 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 04/16/2015 TO 06/17/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Erosion control items and weekend blasting operation | Approved | 08/06/2008 | $198,517.09 | 3.0 | |||||
| 002 | Traffic Control Plan Modification Bench Cut Detour | Approved | 06/17/2009 | $777,135.16 | 17.0 | |||||
| 003 | Cost Plus Road Break & Temp Wateline - Time Adjustment | Approved | 02/26/2010 | $36,157.42 | 4.0 | |||||
| 004 | Project Development / Construction Waterline Revision | Approved | 08/31/2010 | $-213,151.15 | 0.0 | |||||
| 005 | Overruns & Cost Plus Work | Approved | 05/11/2011 | $665,762.61 | 30.0 | |||||
| 006 | Cost Plus Work and Fuel / Asphalt Adjustments | Approved | 07/09/2012 | $712,518.92 | 0.0 | |||||
| 007 | Slide-Excavation-RR Impact-Overhaul | Approved | 04/09/2015 | $5,586,157.72 | 89.0 | |||||
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 |
||
| DE09700070664 | 0510 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0019 | 0.00 |
$0.00 |
$54,071.04 |
||
| Contract Id | 061264 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09700070664 | |||||||
| Estimate Nbr | 0106 | Period | 04/16/2015 TO 06/17/2015 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | 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 STONE BASE | 00003 | TON | 35,712.00 | 37,986.000 | 35,940.220 | 35,940.220 | 24.60 | 884,129.41 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 14.00 | 14.000 | 442.600 | 442.600 | 26.66 | 11,799.71 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 250.00 | 250.000 | 96.510 | 96.510 | 80.30 | 7,749.75 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,750.00 | 11,026.000 | 9,471.350 | 9,471.350 | 76.60 | 725,505.41 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 11,178.00 | 11,178.000 | 13,659.180 | 13,659.180 | 76.60 | 1,046,293.18 | |||
| 0060 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 10,921.00 | 10,921.000 | 9,778.600 | 9,778.600 | 82.40 | 805,756.64 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 30.00 | 30.000 | 12.820 | 12.820 | 576.00 | 7,384.32 | |||
| 0080 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 2,351.00 | 2,972.000 | 6,036.450 | 6,036.450 | 83.60 | 504,647.22 | |||
| 0090 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 4,606.00 | 4,856.000 | 3,757.030 | 3,757.030 | 89.40 | 335,878.48 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 32.00 | 32.000 | 44.000 | 44.000 | 32.35 | 1,423.40 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 104.00 | 104.000 | 144.000 | 144.000 | 39.75 | 5,724.00 | |||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 72.00 | 72.000 | 57.000 | 57.000 | 44.75 | 2,550.75 | |||
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | LF | 136.00 | 136.000 | 51.000 | 51.000 | 54.05 | 2,756.55 | |||
| 0140 | CULVERT PIPE-15 INCH | 00461 | LF | 22.00 | 22.000 | 26.000 | 26.000 | 50.15 | 1,303.90 | |||
| 0150 | CULVERT PIPE-18 INCH | 00462 | LF | 478.00 | 478.000 | 210.000 | 210.000 | 87.86 | 18,450.60 | |||
| 0160 | CULVERT PIPE-24 INCH | 00464 | LF | 443.00 | 443.000 | 349.000 | 349.000 | 67.92 | 23,704.08 | |||
| 0170 | CULVERT PIPE-30 INCH | 00466 | LF | 125.00 | 125.000 | 203.000 | 203.000 | 92.30 | 18,736.90 | |||
| 0180 | CULVERT PIPE-36 INCH | 00468 | LF | 94.00 | 94.000 | 134.000 | 134.000 | 94.30 | 12,636.20 | |||
| 0190 | CULVERT PIPE-42 INCH | 00469 | LF | 283.00 | 120.000 | 104.000 | 104.000 | 118.70 | 12,344.80 | |||
| 0200 | CULVERT PIPE-48 INCH | 00470 | LF | 92.00 | 92.000 | 92.000 | 92.000 | 117.75 | 10,833.00 | |||
| 0210 | CULVERT PIPE-54 INCH | 00471 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 135.45 | 9,752.40 | |||
| 0220 | CULVERT PIPE-84 INCH | 00476 | LF | 258.00 | 258.000 | 140.000 | 140.000 | 312.55 | 43,757.00 | |||
| 0230 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 13.00 | 13.000 | 26.000 | 26.000 | 224.65 | 5,840.90 | |||
| 0240 | STORM SEWER PIPE-15 INCH | 00521 | LF | 51.00 | 51.000 | 51.000 | 51.000 | 43.80 | 2,233.80 | |||
| 0250 | STORM SEWER PIPE-24 INCH | 00524 | LF | 2,777.50 | 2,777.500 | 3,081.500 | 3,081.500 | 71.25 | 219,556.87 | |||
| 0260 | STORM SEWER PIPE-30 INCH | 00526 | LF | 177.00 | 177.000 | 188.000 | 188.000 | 87.70 | 16,487.60 | |||
| 0270 | STORM SEWER PIPE-36 INCH | 00528 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 87.85 | 2,986.90 | |||
| 0280 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,691.00 | 1,691.000 | 972.000 | 972.000 | 7.00 | 6,804.00 | |||
| 0290 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 339.00 | 339.000 | 41.000 | 41.000 | 8.20 | 336.20 | |||
| 0300 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 525.00 | 1,050.00 | |||
| 0310 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 530.00 | 1,060.00 | |||
| 0320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0330 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0340 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,950.00 | 2,950.00 | |||
| 0350 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0360 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 0370 | DROP BOX INLET TYPE 1 | 01490 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 2,750.00 | 66,000.00 | |||
| 0380 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,850.00 | 11,400.00 | |||
| 0390 | JUNCTION BOX-15 INCH | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0400 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0410 | JUNCTION BOX-36 INCH | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0420 | JUNCTION BOX-42 INCH | 01646 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0430 | JUNCTION BOX-48 INCH | 01647 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 0440 | JUNCTION BOX-54 INCH | 01648 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,050.00 | 4,050.00 | |||
| 0450 | MANHOLE TYPE A | 01756 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,650.00 | 0.00 | |||
| 0460 | MANHOLE TYPE C MODIFIED | 01768 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,400.00 | 10,400.00 | |||
| 0470 | ISLAND INTEGRAL CURB | 01845 | LF | 12.50 | 12.500 | 10.000 | 10.000 | 70.00 | 700.00 | |||
| 0480 | JPC PAVEMENT-8 INCH SHLD | 02081 | SQYD | 32.00 | 32.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0490 | REMOVE PAVEMENT | 02091 | SQYD | 6,876.00 | 12,432.000 | 7,216.000 | 7,216.000 | 3.00 | 21,648.00 | |||
| 0500 | TEMPORARY DITCH | 02159 | LF | 13,550.00 | 13,550.000 | 6,033.260 | 6,033.260 | 1.15 | 6,938.24 | |||
| 0510 | ROADWAY EXCAVATION | 02200 | CUYD | 5,553,754.00 | 5,955,999.000 | 5,955,999.000 | 5,955,999.000 | 4.02 | 23,943,115.98 | |||
| 0520 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 80.00 | 80.000 | 79.970 | 79.970 | 19.00 | 1,519.43 | |||
| 0530 | GRANULAR EMBANKMENT | 02223 | CUYD | 332.00 | 332.000 | 332.000 | 332.000 | 56.00 | 18,592.00 | |||
| 0540 | WATER | 02242 | MGAL | 5,132.00 | 5,132.000 | 1,872.000 | 1,872.000 | 0.10 | 187.20 | |||
| 0550 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 8,000.00 | 8,520.000 | 10,386.000 | 10,386.000 | 17.65 | 183,312.90 | |||
| 0560 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 12.00 | 20.000 | 28.000 | 28.000 | 60.00 | 1,680.00 | |||
| 0570 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0580 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,200.00 | 28,800.00 | |||
| 0590 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0600 | TEMPORARY GUARDRAIL | 02397 | LF | 1,850.00 | 3,300.000 | 1,625.000 | 1,625.000 | 10.00 | 16,250.00 | |||
| 0610 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 1,016.00 | 1,016.000 | 63.000 | 63.000 | 40.00 | 2,520.00 | |||
| 0620 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 28.00 | 28.000 | 24.000 | 24.000 | 103.00 | 2,472.00 | |||
| 0630 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 109.00 | 109.000 | 101.000 | 101.000 | 90.00 | 9,090.00 | |||
| 0640 | CHANNEL LINING CLASS IA | 02482 | TON | 892.00 | 892.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0650 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,797.00 | 3,273.900 | 3,273.900 | 3,273.900 | 7.20 | 23,572.08 | |||
| 0660 | CLEARING AND GRUBBING 100.5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,015,000.00 | 1,015,000.00 | |||
| 0670 | CONCRETE-CLASS B | 02555 | CUYD | 83.51 | 83.510 | 77.140 | 77.140 | 456.00 | 35,175.84 | |||
| 0680 | SIGNS | 02562 | SQFT | 500.00 | 1,519.000 | 1,628.810 | 1,628.810 | 10.00 | 16,288.10 | |||
| 0690 | EDGE KEY | 02585 | LF | 66.00 | 66.000 | 86.000 | 86.000 | 72.30 | 6,217.80 | |||
| 0700 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 398,000.00 | 398,000.00 | |||
| 0710 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,640.00 | 13,640.00 | |||
| 0720 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,340.00 | 13,340.00 | |||
| 0730 | DIVERSIONS (BY-PASS DETOURS) #3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,985.00 | 32,985.00 | |||
| 0740 | DIVERSIONS (BY-PASS DETOURS) #4 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0750 | DIVERSIONS (BY-PASS DETOURS) #5 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0760 | DIVERSIONS (BY-PASS DETOURS) #6 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,350.00 | 30,350.00 | |||
| 0770 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0780 | TEMPORARY SILT FENCE | 02701 | LF | 500.00 | 5,104.000 | 5,554.000 | 5,554.000 | 4.00 | 22,216.00 | |||
| 0790 | SILT TRAP TYPE A ALT #1 | 02703 | EACH | 57.00 | 57.000 | 1.000 | 1.000 | 175.00 | 175.00 | |||
| 0800 | SILT TRAP TYPE A ALT #2 | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0810 | SILT TRAP TYPE B | 02704 | EACH | 253.00 | 253.000 | 20.000 | 20.000 | 1.50 | 30.00 | |||
| 0820 | CLEAN SILT TRAP TYPE A ALT #1 | 02706 | EACH | 114.00 | 114.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0830 | CLEAN SILT TRAP TYPE A ALT #2 | 02706 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0840 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 506.00 | 506.000 | 41.000 | 41.000 | 1.50 | 61.50 | |||
| 0850 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,000.00 | 1,000.000 | 1,850.000 | 1,850.000 | 0.10 | 185.00 | |||
| 0860 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0870 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,000.00 | 43,000.00 | |||
| 0880 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0890 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0900 | CONCRETE BARRIER WALL TY 9T | 21807EN | LF | 13,680.00 | 13,680.000 | 11,108.000 | 11,108.000 | 40.00 | 444,320.00 | |||
| 0910 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,122.00 | 188,993.000 | 189,983.000 | 189,983.000 | 1.50 | 284,974.50 | |||
| 0920 | TEMPORARY MULCH | 05952 | SQYD | 486,420.00 | 486,420.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0930 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 17,809.00 | 17,809.000 | 19,294.000 | 19,294.000 | 0.20 | 3,858.80 | |||
| 0940 | TOPDRESSING FERTILIZER | 05966 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0950 | SEEDING AND PROTECTION | 05985 | SQYD | 178,076.00 | 142,728.000 | 102,030.000 | 102,030.000 | 0.28 | 28,568.40 | |||
| 0960 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 151,149.00 | 151,149.000 | 205,198.000 | 205,198.000 | 0.18 | 36,935.64 | |||
| 0970 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,300.00 | 208,483.000 | 195,500.000 | 195,500.000 | 0.30 | 58,650.00 | |||
| 0980 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 67,152.00 | 71,152.000 | 71,656.500 | 71,656.500 | 0.25 | 17,914.12 | |||
| 0990 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 336.00 | 336.000 | 336.000 | 336.000 | 2.25 | 756.00 | |||
| 1000 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 524.00 | 524.000 | 394.000 | 394.000 | 4.40 | 1,733.60 | |||
| 1010 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 466.00 | 466.000 | 300.000 | 300.000 | 4.40 | 1,320.00 | |||
| 1020 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 264.00 | 264.000 | 220.000 | 220.000 | 7.50 | 1,650.00 | |||
| 1030 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 77.00 | 77.000 | 105.000 | 105.000 | 12.50 | 1,312.50 | |||
| 1040 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 205.00 | 2,050.00 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 58.23 | 58.230 | 61.800 | 61.800 | 775.00 | 47,895.00 | |||
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 3,686.00 | 3,686.000 | 3,282.500 | 3,282.500 | 1.00 | 3,282.50 | |||
| 1070 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 75,608.00 | 75,608.000 | 14,077.850 | 14,077.850 | 1.00 | 14,077.85 | |||
| 1080 | FUEL ADJUSTMENT | 10020NS | DOLL | 466,780.00 | 1,021,653.270 | -54,071.040 | 1,070,347.260 | 1,016,276.220 | 1.00 | -54,071.04 | 1,016,276.22 | |
| 1090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 68,047.00 | 221,789.700 | 190,852.520 | 190,852.520 | 1.00 | 190,852.52 | |||
| 1100 | BORE & JACK PIPE 24" STEEL PIPE | 20211ES706 | LF | 73.00 | 73.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 1110 | BORE & JACK PIPE 30" STEEL PIPE | 20211ES706 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 1120 | DROP BOX INLET TY 7(MOD) | 20216MD | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,075.00 | 3,075.00 | |||
| 1130 | SILT TRAP TYPE C | 20496NS843 | EACH | 100.00 | 100.000 | 65.000 | 65.000 | 200.00 | 13,000.00 | |||
| 1140 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 200.00 | 200.000 | 98.000 | 98.000 | 1.00 | 98.00 | |||
| 1150 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,000.00 | 8,234.070 | 9,277.930 | 9,277.930 | 2.00 | 18,555.86 | |||
| 1170 | EARTHWORK MITIGATION | 21477ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,037,379.00 | 1,037,379.00 | |||
| 8000 | EARTHWORK Safety Hazard Elimination | 20196ED | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,250.00 | 35,250.00 | |||
| 8001 | EW~ Rock Removal | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 8002 | SIGNS Detour Signing | 02562 | SQFT | 0.00 | 148.750 | 175.750 | 175.750 | 28.06 | 4,931.54 | |||
| 8003 | STAKING DETOUR | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 8004 | ROADWAY EXCAVATION DETOUR | 02200 | CUYD | 0.00 | 32,804.000 | 32,804.000 | 32,804.000 | 15.04 | 493,372.16 | |||
| 8005 | TEMPORARY GUARDRAIL (SOLID ROCK INSTALLATION) | 02397 | LF | 0.00 | 1,000.000 | 500.000 | 500.000 | 13.13 | 6,565.00 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC DETOUR | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 53,600.00 | 53,600.00 | |||
| 8007 | LIGHTWEIGHT FILL | 20602EC | CUYD | 0.00 | 146.000 | 146.000 | 146.000 | 272.22 | 39,744.12 | |||
| 8008 | ENGINEERING Plan Revisions | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8009 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 82,134.410 | 82,134.410 | 82,134.410 | 1.00 | 82,134.41 | |||
| 8010 | COST PLUS WORK SLIDE | 10080NSD | DOLL | 0.00 | 32,938.090 | 32,938.090 | 32,938.090 | 1.00 | 32,938.09 | |||
| 8011 | COST PLUS WORK ROAD BREAK | 10080NSD | DOLL | 0.00 | 12,335.820 | 12,335.820 | 12,335.820 | 1.00 | 12,335.82 | |||
| 8013 | FENCE-4 FT CHAIN LINK @ Cemetery | 02273 | LF | 0.00 | 194.000 | 194.000 | 194.000 | 26.40 | 5,121.60 | |||
| 8049 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 400.000 | 350.800 | 350.800 | 24.00 | 8,419.20 | |||
| 8050 | GROUT | 21945EN | SQFT | 0.00 | 0.000 | 80.000 | -80.000 | 0.000 | 300.00 | 24,000.00 | 0.00 | |
| 8051 | COST PLUS WORK GEOTECH INVESTIGATION | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,488.67 | 15,488.67 | |||
| 8052 | COST PLUS WORK TREE REMOVAL | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,890.65 | 4,890.65 | |||
| 8053 | COST PLUS WORK STA 671 SLIDE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,043.46 | 38,043.46 | |||
| 8054 | COST PLUS WORK STA 665 SLIDE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 29,069.04 | 29,069.04 | |||
| 8055 | COST PLUS WORK SAFETY WORK | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,403.29 | 6,403.29 | |||
| 8057 | CULVERT PIPE-42 INCH INVOICE | 00469 | LF | 0.00 | 163.000 | 163.000 | 163.000 | 39.95 | 6,511.85 | |||
| 8058 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 4,000.000 | 1,325.000 | 1,325.000 | 2.00 | 2,650.00 | |||
| 8060 | COST PLUS WORK APPR LT STA 768 @ REST HAVEN CEM | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,684.81 | 8,684.81 | |||
| 8061 | COST PLUS WORK LT STA 705 @ JOHNSON CEMETARY | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 64,201.12 | 64,201.12 | |||
| 8062 | TIE-IN 2 INCH | 03463 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 577.50 | 1,155.00 | |||
| 8064 | COST PLUS WORK 768+00 LT PONDEROSA & REST HAVEN | 10080NSD | DOLL | 0.00 | 3,902.950 | 3,902.950 | 3,902.950 | 1.00 | 3,902.95 | |||
| 8066 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 0.00 | 80.000 | 80.000 | 80.000 | 466.00 | 37,280.00 | |||
| 8067 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 0.00 | 54.000 | 54.000 | 54.000 | 753.00 | 40,662.00 | |||
| 8069 | OVERHAUL | 10300NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 1,242,163.92 | 1,242,163.92 | |||
| 8071 | ADMINISTRATIVE SETTLEMENT Railroad Flagging and Railroad impacts to Roadway Excavation | 10104NX | DOLL | 0.00 | 2,313,504.140 | 2,313,504.140 | 2,313,504.140 | 1.00 | 2,313,504.14 | |||
| 8072 | COST PLUS WORK Slide Excavation Sta. 691+00 to 695+00 | 10080NSD | DOLL | 0.00 | 183,050.510 | 183,050.510 | 183,050.510 | 1.00 | 183,050.51 | |||
| 9050 | GROUT | 23911EC | CUYD | 0.00 | 89.000 | 89.000 | 89.000 | 300.00 | 26,700.00 | |||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | Category | 0002 BRIDGE | |||||||
| 1180 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 125.00 | 125.000 | 125.000 | 125.000 | 48.00 | 6,000.00 | |||
| 1190 | MASONRY COATING | 02998 | SQYD | 585.00 | 585.000 | 585.000 | 585.000 | 10.00 | 5,850.00 | |||
| 1200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 127.00 | 127.000 | 127.000 | 127.000 | 58.00 | 7,366.00 | |||
| 1210 | FOUNDATION PREPARATION DRAWING NO. 25165 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,300.00 | 28,300.00 | |||
| 1220 | TEST PILES | 08033 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 49.00 | 3,675.00 | |||
| 1230 | PILES-STEEL HP12X53 | 08046 | LF | 575.00 | 575.000 | 480.580 | 480.580 | 49.00 | 23,548.42 | |||
| 1240 | PILE POINTS-12 INCH | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 120.00 | 2,160.00 | |||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 237.40 | 237.400 | 193.950 | 193.950 | 468.00 | 90,768.60 | |||
| 1260 | CONCRETE-CLASS AA | 08104 | CUYD | 548.20 | 548.200 | 547.580 | 547.580 | 480.00 | 262,838.40 | |||
| 1270 | STEEL REINFORCEMENT | 08150 | LB | 41,870.00 | 41,870.000 | 34,206.720 | 34,206.720 | 0.79 | 27,023.30 | |||
| 1280 | STEEL REINF-EPOXY COATED | 08151 | LB | 165,715.00 | 165,715.000 | 165,715.000 | 165,715.000 | 0.90 | 149,143.50 | |||
| 1290 | STRUCTURAL STEEL 330 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1300 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,611.50 | 1,611.500 | 1,611.500 | 1,611.500 | 184.00 | 296,516.00 | |||
| 1310 | DRILLED SHAFT 54"-SOLID ROCK | 20743ED | LF | 42.00 | 42.000 | 42.000 | 42.000 | 1,344.00 | 56,448.00 | |||
| 1320 | DRILLED SHAFT 60"-COMMON | 20744ED | LF | 85.00 | 85.000 | 85.000 | 85.000 | 951.00 | 80,835.00 | |||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | Category | 0003 BRIDGE | |||||||
| 1330 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 30.00 | 30.000 | 30.000 | 30.000 | 132.00 | 3,960.00 | |||
| 1340 | FOUNDATION PREPARATION DRAWING NO. 25166 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1350 | CONCRETE-CLASS A | 08100 | CUYD | 323.30 | 323.300 | 316.380 | 316.380 | 468.00 | 148,065.84 | |||
| 1360 | STEEL REINFORCEMENT | 08150 | LB | 33,506.00 | 33,506.000 | 32,789.610 | 32,789.610 | 0.79 | 25,903.79 | |||
| 1370 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 1380 | BLAST CLEANING | 08549 | SQYD | 126.00 | 126.000 | 110.600 | 110.600 | 37.00 | 4,092.20 | |||
| 1390 | LIGHTWEIGHT FILL | 20602EC | CUYD | 115.00 | 115.000 | 115.000 | 115.000 | 350.00 | 40,250.00 | |||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | Category | 0004 UTILITY | |||||||
| 1400 | STEEL ENCASEMENT PIPE-4 INCH OPEN CUT | 01061 | LF | 70.00 | 110.000 | 60.000 | 60.000 | 30.00 | 1,800.00 | |||
| 1410 | STEEL ENCASEMENT PIPE-8 INCH OPEN CUT | 01065 | LF | 575.00 | 856.500 | 856.500 | 856.500 | 55.00 | 47,107.50 | |||
| 1420 | CONCRETE-CLASS B | 02555 | CUYD | 10.00 | 10.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 1430 | GAS LINE-2 INCH | 03400 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1440 | GAS LINE-3 IN | 21764EN | LF | 7,380.00 | 7,585.000 | 7,885.000 | 7,885.000 | 17.00 | 134,045.00 | |||
| 1450 | GAS LINE-1 1/4 IN | 21765EN | LF | 325.00 | 1,097.000 | 1,097.000 | 1,097.000 | 13.00 | 14,261.00 | |||
| 1460 | GAS VALVE AND BOX-3 IN | 21766NN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 1470 | GAS VALVE AND BOX-2 IN | 21767NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 1480 | GAS VALVE AND BOX-1 1/4 IN | 21768NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 1490 | RETIE GAS LINE-3 IN | 21769NN | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,500.00 | 12,000.00 | |||
| 1500 | RETIE GAS LINE-2 IN | 21770NN | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 1510 | RETIE GAS LINE-1 1/4 IN | 21771NN | EACH | 1.00 | 7.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 1520 | VENT- COMPLETE IN PLACE | 21772NN | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 750.00 | 7,500.00 | |||
| 1530 | GAS LINE MARKER | 21773NN | EACH | 34.00 | 36.000 | 34.000 | 34.000 | 200.00 | 6,800.00 | |||
| 8056 | EW~ WATERLINE EXPLORATION | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,915.00 | 2,915.00 | |||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | Category | 0005 WATERLINE | |||||||
| 1540 | CRUSHED STONE BASE | 00003 | TON | 20.00 | 20.000 | 47.170 | 47.170 | 106.00 | 5,000.02 | |||
| 1550 | STEEL ENCASEMENT PIPE-14 INCH BORE & JACK METHOD | 01071 | LF | 268.00 | 100.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 1560 | STEEL ENCASEMENT PIPE-14 INCH OPEN CUT METHOD | 01071 | LF | 730.00 | 200.000 | 100.000 | 100.000 | 115.00 | 11,500.00 | |||
| 1570 | FIRE HYDRANT | 02606 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,950.00 | 5,900.00 | |||
| 1580 | PVC PIPE-2 INCH | 03381 | LF | 140.00 | 0.000 | 139.000 | 139.000 | 31.50 | 4,378.50 | |||
| 1590 | VALVE-8 INCH | 03498 | EACH | 7.00 | 1.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 1600 | GATE VALVE-2 INCH | 03522 | EACH | 1.00 | 0.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 1610 | BEND 11.25 DEG 8 INCH | 03539 | EACH | 5.00 | 2.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 1620 | BEND 22.50 DEG 8 INCH | 03546 | EACH | 11.00 | 2.000 | 5.000 | 5.000 | 275.00 | 1,375.00 | |||
| 1630 | BEND 45 DEG 8 INCH | 03563 | EACH | 58.00 | 3.000 | 1.000 | 1.000 | 275.00 | 275.00 | |||
| 1640 | BEND 90 DEG 8 INCH | 03570 | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1650 | TEE AND BLOCK 8"X8"X8" | 20552NC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1660 | REMOVE EXISTING PUMP STATION | 20622NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,950.00 | 6,950.00 | |||
| 1670 | WATER MAIN 8 IN | 20878ED | LF | 10,429.00 | 385.000 | 385.000 | 385.000 | 31.10 | 11,973.50 | |||
| 1680 | TAPPING SLEEVE & VALVE 8 X 8 | 21180ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 4,050.00 | 4,050.00 | |||
| 1690 | DIP TO AC COUPLING | 21760NN | EACH | 5.00 | 0.000 | 4.000 | 4.000 | 327.50 | 1,310.00 | |||
| 1700 | RESET SERVICE CONNECTION | 21761NN | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1710 | BEND 90 DEG-2 IN MJ | 21762NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1720 | RESTORATION-SEEDING-FERTILIZE | 21763EN | SQYD | 320.00 | 708.330 | 1,383.660 | 1,383.660 | 20.00 | 27,673.20 | |||
| 8012 | EW~ Temporary Waterline | 10098NX | DOLL | 0.00 | 18,700.000 | 18,700.000 | 18,700.000 | 1.00 | 18,700.00 | |||
| 8014 | PVC PIPE-3 INCH | 03382 | LF | 0.00 | 2,100.000 | 2,438.000 | 2,438.000 | 24.94 | 60,803.72 | |||
| 8015 | OPEN CUT AND CASE FOR 3 IN WATERLINE | 21863EN | LF | 0.00 | 350.000 | 195.000 | 195.000 | 99.75 | 19,451.25 | |||
| 8016 | BEND 90 DEG-3 IN | 23830EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 8017 | BEND 45 DEG-3 IN | 23831EC | EACH | 0.00 | 2.000 | 5.000 | 5.000 | 288.75 | 1,443.75 | |||
| 8018 | BEND 22.5 DEG-3 IN | 23832EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 8019 | BEND 11.25 DEG-3 IN | 23833EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 8020 | BEND TEE-3 IN | 23834EC | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 288.75 | 1,155.00 | |||
| 8021 | REDUCER | 20124EC | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 288.75 | 866.25 | |||
| 8022 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 4.000 | 17.000 | 17.000 | 262.50 | 4,462.50 | |||
| 8023 | VALVE AND BOX-3 IN | 21941NN | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 997.50 | 5,985.00 | |||
| 8024 | BLOWOFF HYDRANT | 21818NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| 8025 | AIR RELEASE VALVE | 03495 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,205.00 | 2,205.00 | |||
| 8026 | CUT-CAP-AND BLOCK-3 IN | 22855NN | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 420.00 | 1,260.00 | |||
| 8027 | TAPPING SLEEVE & VALVE 10 x 4 | 03551 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 4,515.00 | 9,030.00 | |||
| 8028 | SERVICE LINE - 1 IN | 21558EC | LF | 0.00 | 200.000 | 363.000 | 363.000 | 16.80 | 6,098.40 | |||
| 8029 | SERVICE LINE-3/4 IN | 20311EC | LF | 0.00 | 100.000 | 126.000 | 126.000 | 15.75 | 1,984.50 | |||
| 8030 | RETIE SERVICE OR METER | 21942NN | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 525.00 | 2,100.00 | |||
| 8031 | WATER MAIN PIPE MARKER | 22084NN | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 105.00 | 630.00 | |||
| 8032 | PVC PIPE-8 INCH | 03387 | LF | 0.00 | 800.000 | 883.000 | 883.000 | 34.23 | 30,225.09 | |||
| 8033 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 288.75 | 288.75 | |||
| 8034 | BEND 90 DEG 6 INCH | 03560 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 8035 | TAPPING SLEEVE & VALVE 12 X 6 | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,040.00 | 5,040.00 | |||
| 8036 | AIR-VACUUM VALVE ASSEMBLY | 21301ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,310.00 | 2,310.00 | |||
| 8037 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 0.00 | 18.000 | 35.000 | 35.000 | 73.50 | 2,572.50 | |||
| 8038 | DUCTILE IRON-6 IN VALVED CROSS CONNECT | 23901EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 15,907.50 | 0.00 | |||
| 8039 | TAPPING SADDLE 12 X 1 IN WITH CORP STOP | 23902EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 8040 | TAPPING SADDLE 6 X 1 IN WITH CORP STOP | 23903EC | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 315.00 | 945.00 | |||
| 8041 | TAPPING SADDLE 2 X 1 IN WITH CORP STOP | 23904EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 262.50 | 0.00 | |||
| 8042 | TAMDEM METER SETTING- RE-USE EXIST METER | 23906EC | EACH | 0.00 | 9.000 | 4.000 | 4.000 | 1,155.00 | 4,620.00 | |||
| 8043 | TAMDEM METER SETTING-1 IN -NEW METER | 23905EC | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 2,467.50 | 4,935.00 | |||
| 8044 | TAMDEM METER SETTING-NEW METER | 23907EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 8045 | JEFF TANK DEMOLITION | 23908EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 27,930.00 | 27,930.00 | |||
| 8046 | JEFF TANK BOOSTER STATION ABANDONMENT | 23909EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,565.00 | 5,565.00 | |||
| 8047 | RELOCATE MASTER METER ASSEMBLY-3 IN | 23910EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,362.50 | 2,362.50 | |||
| 8048 | CUT-CAP AND BLOCK-8 IN | 23706EC | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 525.00 | 1,575.00 | |||
| 8059 | PRV- 4 IN WITH VALVE PIT | 23951EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 17,692.50 | 17,692.50 | |||
| 8063 | METER SETTING 2 INCH | 99153NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,990.00 | 3,990.00 | |||
| 8070 | REIMBURSEMENT Restocking Waterline Materials | 10299N | DOLL | 0.00 | 5,731.630 | 5,731.630 | 5,731.630 | 1.00 | 5,731.63 | |||
| Project | DE09700070664 | Fed/State Project Number | FD04 097 0007 000-003 | Category | 0006 DEMOBILIZATION & MOBILIZATION | |||||||
| 1730 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 530,800.00 | 530,800.00 | |||
| 1740 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 507,115.00 | 126,778.75 | 507,115.00 | |
| SUBTOT | $96,707.71 |
$42,080,276.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1300-1-0I |
Precast beams - Type III | LF |
1,065.57 | 0018 | $184.00000 | $186,262.75 | ||||||
1300-1-0A |
Precast beams - Type III | LF |
306.95 | 0052 | $184.000000 | $-53,655.53 | ||||||
1300-1-0A |
Precast beams - Type III | LF |
537.16 | 0053 | $184.000000 | $-93,897.18 | ||||||
1300-1-0A |
Precast beams - Type III | LF |
221.45 | 0058 | $184.000000 | $-38,710.04 | ||||||
| SUBTOT | $0.00 |
|||||||||||