|
Report_Id: 111006 Est NO 0036 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111006 | Estimate Number | 0036 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12360) Wright, Doug | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code VC0000092148 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 04/19/2014 TO 01/16/2015 | ||||||
| Date Approved | 01/27/2015 | ||||||
| Primary Proj Number | DE05811451106 | ||||||
| Project No. | JL03 058 1145 NEW-LOC | ||||||
| Primary County | JOHNSON | ||||||
| Name of Road | NEW LOCATION (KY 1145) | ||||||
| Description | NEW CONSTRUCTION OF BRIDGE OVER LEVISA FORK OF THE BIG SANDY RIVER FROM KY 40 TO CONCORD AT KY 1145 | ||||||
| Date Let | 02/18/2011 | Formal Acceptance | |||||
| Date Awarded | 03/01/2011 | Date Work Began | 04/26/2011 | ||||
| Date Contract Executed | 04/05/2011 | Open To Traffic | |||||
| Date NTP Issued | 04/05/2011 | Actual Completion Date | 11/30/2012 | ||||
| Current Contract Amount | $3,563,333.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,416,392.91 |
Total Earnings | $3,465,304.79 |
$3,453,869.79 |
$11,435.00 |
|
| Percent Complete | 97.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $98,028.72 |
Gross Earnings | $3,465,304.79 |
$3,453,869.79 |
$11,435.00 |
|
| Total Change Orders | $146,940.60 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,465,304.79 |
$3,453,869.79 |
$11,435.00 |
|||
| Contract Id | 111006 | Change Order Summary |
County | JOHNSON | ||||||
| Estimate Nbr | 0036 | Project Number | JL03 058 1145 NEW-LOC | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 04/19/2014 TO 01/16/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Wage Rate Adjustment (Jan. 1, 2012-April 30, 2012) | Approved | 07/02/2012 | $7,286.79 | 0.0 | |||||
| 002 | Project Wage Rate Adjustment (May 1, 2012 to Aug. 31, 2012) | Approved | 03/15/2013 | $6,476.94 | 0.0 | |||||
| 003 | Cost Plus Idle Equipment- Embankment- SIP- Wit Post | Approved | 04/30/2013 | $110,587.87 | 79.0 | |||||
| 004 | Project Wage Rate Adjustment Sept. 1, 2012-Dec. 31, 2012 | Approved | 03/04/2013 | $11,154.00 | 0.0 | |||||
| 005 | Liquidated Damages Override | Approved | 02/28/2013 | $0.00 | 0.0 | |||||
| 006 | Guardrail and Right of way monuments and Witness Posts | Approved | 06/16/2014 | $11,435.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 111006 | COMMONWEALTH OF KENTUCKY |
County | JOHNSON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05811451106 | ||||||
| Estimate Nbr | 0036 | Period | 04/19/2014 TO 01/16/2015 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE05811451106 | Fed/State Project Number | JL03 058 1145 NEW-LOC | 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 | 6,599.00 | 6,599.000 | 3,134.940 | 3,134.940 | 34.60 | 108,468.92 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 53.30 | 53.300 | 49.900 | 49.900 | 195.00 | 9,730.50 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,833.00 | 2,833.000 | 3,296.830 | 3,296.830 | 92.10 | 303,638.04 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 6.30 | 6.300 | 6.300 | 6.300 | 865.00 | 5,449.50 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 885.00 | 885.000 | 1,068.400 | 1,068.400 | 99.20 | 105,985.28 | |||
| 0070 | CULVERT PIPE-15 IN | 00461 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 65.00 | 1,300.00 | |||
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 117.00 | 117.000 | 137.000 | 137.000 | 70.00 | 9,590.00 | |||
| 0090 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 86.00 | 108.000 | 108.000 | 108.000 | 84.00 | 9,072.00 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 10.00 | 600.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 510.00 | 510.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 540.00 | 540.00 | |||
| 0140 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,925.00 | 7,700.00 | |||
| 0150 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,614.00 | 2,614.00 | |||
| 0160 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0170 | ISLAND INTEGRAL CURB | 01845 | LF | 33.00 | 33.000 | 40.000 | 40.000 | 30.00 | 1,200.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0190 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 181.00 | 181.000 | 181.000 | 181.000 | 4.00 | 724.00 | |||
| 0210 | TEMP DITCH | 02159 | LF | 1,733.00 | 1,733.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0220 | EMBANKMENT IN PLACE | 02230 | CUYD | 5,152.00 | 8,554.000 | 11,376.000 | 11,376.000 | 21.50 | 244,584.00 | |||
| 0230 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,238.00 | 2,238.000 | 2,999.500 | 2,999.500 | 19.19 | 57,560.40 | |||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 1,585.00 | 1,585.000 | 1,585.000 | 1,585.000 | 2.10 | 3,328.50 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,275.00 | 4,550.00 | |||
| 0280 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 24.00 | 25.000 | 1.000 | 24.000 | 25.000 | 90.00 | 90.00 | 2,250.00 | |
| 0290 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 1.00 | 5.000 | 4.000 | 1.000 | 5.000 | 90.00 | 360.00 | 450.00 | |
| 0300 | WITNESS POST | 02432 | EACH | 1.00 | 9.000 | 8.000 | 1.000 | 9.000 | 85.00 | 680.00 | 765.00 | |
| 0310 | CHANNEL LINING CLASS II | 02483 | TON | 329.00 | 329.000 | 234.340 | 234.340 | 30.00 | 7,030.20 | |||
| 0320 | CHANNEL LINING CLASS III | 02484 | TON | 372.00 | 372.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0330 | CLEARING AND GRUBBING 4.2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0340 | CONCRETE-CLASS B | 02555 | CUYD | 31.00 | 31.000 | 39.250 | 39.250 | 900.00 | 35,325.00 | |||
| 0350 | SIGNS | 02562 | SQFT | 361.00 | 361.000 | 168.000 | 168.000 | 10.00 | 1,680.00 | |||
| 0360 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0370 | EDGE KEY | 02585 | LF | 83.00 | 83.000 | 83.000 | 83.000 | 98.75 | 8,196.25 | |||
| 0380 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,081.00 | 5,081.000 | 7,004.440 | 7,004.440 | 2.00 | 14,008.88 | |||
| 0390 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 341.00 | 375.000 | 213.330 | 213.330 | 2.00 | 426.66 | |||
| 0400 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0410 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,500.00 | 27,000.00 | |||
| 0420 | TEMP SILT FENCE | 02701 | LF | 1,733.00 | 1,733.000 | 2,046.000 | 2,046.000 | 2.50 | 5,115.00 | |||
| 0430 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0440 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0450 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0460 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0470 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0480 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0490 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,733.00 | 1,733.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0500 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0510 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,691.00 | 3,691.000 | 3,500.000 | 3,500.000 | 1.25 | 4,375.00 | |||
| 0520 | TEMP MULCH | 05952 | SQYD | 20,232.00 | 20,232.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0530 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 20,232.00 | 20,232.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0540 | TOPDRESSING FERTILIZER | 05966 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0550 | SEEDING AND PROTECTION | 05985 | SQYD | 40,463.00 | 40,463.000 | 40,463.000 | 40,463.000 | 0.32 | 12,948.16 | |||
| 0560 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 6,069.00 | 6,069.000 | 6,069.000 | 6,069.000 | 0.12 | 728.28 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 16,723.00 | 16,723.000 | 13,214.000 | 13,214.000 | 0.20 | 2,642.80 | |||
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 13,222.00 | 13,222.000 | 12,944.000 | 12,944.000 | 0.22 | 2,847.68 | |||
| 0590 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 6,857.00 | 6,857.000 | 890.000 | 890.000 | 1.35 | 1,201.50 | |||
| 0600 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
| 0610 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0620 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 40.00 | 40.000 | 55.000 | 55.000 | 15.00 | 825.00 | |||
| 0630 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 55.00 | 55.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0640 | CONCRETE-CLASS A | 08100 | CUYD | 1.68 | 1.680 | 1.680 | 1.680 | 700.00 | 1,176.00 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 15.00 | 15.000 | 15.000 | 15.000 | 4.00 | 60.00 | |||
| 0660 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,973.00 | 7,973.000 | 3,401.600 | 3,401.600 | 1.00 | 3,401.60 | |||
| 0670 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 8,957.00 | 8,957.000 | 11,006.650 | 11,006.650 | 1.00 | 11,006.65 | |||
| 0680 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 31.00 | 31.000 | 25.000 | 25.000 | 295.00 | 7,375.00 | |||
| 0690 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,170.00 | 3,170.000 | 3,170.000 | 3,170.000 | 7.05 | 22,348.50 | |||
| 0700 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 3,170.00 | 3,170.000 | 3,170.000 | 3,170.000 | 0.55 | 1,743.50 | |||
| 0710 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 16,723.00 | 16,723.000 | 8,434.000 | 8,434.000 | 0.35 | 2,951.90 | |||
| 0720 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 111.00 | 111.000 | 111.400 | 111.400 | 21.00 | 2,339.40 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 7,286.790 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2012 to Aug. 31, 2012) | 10035NS | DOLL | 0.00 | 6,476.940 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | COST PLUS WORK for Idle Equipment | 10080NSD | DOLL | 0.00 | 35,048.870 | 35,048.870 | 35,048.870 | 1.00 | 35,048.87 | |||
| 8004 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 6.000 | 4.000 | 2.000 | 6.000 | 55.00 | 220.00 | 330.00 | |
| 8005 | PROJECT WAGE RATE ADJUSTMENT Sept. 1, 2012-Dec. 31, 2012 | 10035NS | DOLL | 0.00 | 11,154.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8012 | WITNESS POST | 02432 | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 85.00 | 1,870.00 | |||
| 8015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 1,155.00 | 4,620.00 | 4,620.00 | |
| 8016 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,300.00 | 2,300.00 | 2,300.00 | |
| 8017 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 315.00 | 315.00 | 315.00 | |
| 8018 | EW~ REMOVE AND REPLACE R/W MONUMENT TY I | 10094NX | EACH | 0.00 | 12.000 | 12.000 | 0.000 | 12.000 | 185.00 | 2,220.00 | 2,220.00 | |
| 8019 | WITNESS POST REMOVE AND RESET | 02432 | EACH | 0.00 | 9.000 | 9.000 | 0.000 | 9.000 | 70.00 | 630.00 | 630.00 | |
| Project | DE05811451106 | Fed/State Project Number | JL03 058 1145 NEW-LOC | Category | 0002 BRIDGE | |||||||
| 0730 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 345.70 | 345.700 | 337.330 | 337.330 | 60.00 | 20,239.80 | |||
| 0740 | MASONRY COATING | 02998 | SQYD | 1,278.00 | 1,278.000 | 1,278.000 | 1,278.000 | 10.00 | 12,780.00 | |||
| 0750 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 60.00 | 5,160.00 | |||
| 0760 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,511.90 | 1,511.900 | 1,474.040 | 1,474.040 | 1.00 | 1,474.04 | |||
| 0770 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,271.00 | 2,271.000 | 2,200.260 | 2,200.260 | 35.00 | 77,009.10 | |||
| 0780 | TEST PILES | 08033 | LF | 88.00 | 88.000 | 93.750 | 93.750 | 60.00 | 5,625.00 | |||
| 0790 | PRE-DRILLING FOR PILES | 08039 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 160.00 | 17,600.00 | |||
| 0800 | PILES-STEEL HP12X53 | 08046 | LF | 536.00 | 536.000 | 606.900 | 606.900 | 60.00 | 36,414.00 | |||
| 0810 | PILE POINTS-12 IN | 08094 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 120.00 | 840.00 | |||
| 0820 | CONCRETE-CLASS A | 08100 | CUYD | 304.70 | 304.700 | 304.700 | 304.700 | 560.00 | 170,632.00 | |||
| 0830 | CONCRETE-CLASS AA | 08104 | CUYD | 435.60 | 435.600 | 435.600 | 435.600 | 700.00 | 304,920.00 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 41,344.00 | 41,344.000 | 41,344.000 | 41,344.000 | 1.10 | 45,478.40 | |||
| 0850 | STRUCTURAL STEEL 514784 LB | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 980,000.00 | 980,000.00 | |||
| 0860 | SHEAR CONNECTORS 4626 LB | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0870 | ROCK SOUNDINGS | 20745ED | LF | 126.00 | 126.000 | 123.600 | 123.600 | 26.00 | 3,213.60 | |||
| 0880 | ROCK CORINGS | 20746ED | LF | 172.00 | 172.000 | 172.000 | 172.000 | 54.00 | 9,288.00 | |||
| 0890 | RAIL SYSTEM TYPE III | 21532ED | LF | 759.50 | 759.500 | 759.500 | 759.500 | 90.00 | 68,355.00 | |||
| 0900 | FIBERGLASS DRAIN PIPE | 21679EN | LF | 74.70 | 74.700 | 74.700 | 74.700 | 80.00 | 5,976.00 | |||
| 0910 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 76.00 | 76.000 | 76.000 | 76.000 | 450.00 | 34,200.00 | |||
| 0920 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 126.00 | 126.000 | 99.720 | 99.720 | 400.00 | 39,888.00 | |||
| 0950 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 128,769.00 | 128,769.000 | 128,769.000 | 128,769.000 | 1.00 | 128,769.00 | |||
| 8010 | REIMBURSEMENT delete beam painting | 10299N | DOLL | 0.00 | 4,500.000 | -4,500.000 | -4,500.000 | -1.00 | 4,500.00 | |||
| 8011 | REIMBURSEMENT Plan Error (SIP FORMS) | 10299N | DOLL | 0.00 | 3,000.000 | 3,000.000 | 3,000.000 | 1.00 | 3,000.00 | |||
| Project | DE05811451106 | Fed/State Project Number | JL03 058 1145 NEW-LOC | Category | 0003 DEMOB AND MOB | |||||||
| 0930 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 159,545.85 | 159,545.85 | |||
| 0940 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,000.00 | 0.00 | |||
| SUBTOT | $11,435.00 |
$3,465,304.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||