|
Report_Id: 111308 Est NO 0043 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111308 | Estimate Number | 0043 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Skaggs, Aric L. P.E. | ||||||
| Contractor | PHILMOR CONTRACTING INC | ADDR SN 0 VC Code VC0000016957 | |||||
| 8363 VETERANS MEMORIAL HWY | |||||||
| SHARPSBURG , KY , 40374-8115 | |||||||
| Pay Period | 01/01/2014 TO 05/16/2014 | ||||||
| Date Approved | 05/27/2014 | ||||||
| Primary Proj Number | DE09700071045 | ||||||
| Project No. | JL03 097 0007 008-009 | ||||||
| Primary County | PERRY | ||||||
| Name of Road | JEFF-CORNETTSVILLE ROAD (KY 7) | ||||||
| Description | CORRECT ROCKFALL HAZARD FROM MP 8.3 TO MP 8.5 | ||||||
| Date Let | 03/18/2011 | Formal Acceptance | 09/03/2013 | ||||
| Date Awarded | 03/28/2011 | Date Work Began | 06/02/2011 | ||||
| Date Contract Executed | 05/05/2011 | Open To Traffic | 06/17/2013 | ||||
| Date NTP Issued | 05/05/2011 | Actual Completion Date | 06/17/2013 | ||||
| Current Contract Amount | $4,208,445.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,911,145.71 |
Total Earnings | $4,111,673.62 |
$4,089,673.62 |
$22,000.00 |
|
| Percent Complete | 97.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $96,771.53 |
Gross Earnings | $4,111,673.62 |
$4,089,673.62 |
$22,000.00 |
|
| Total Change Orders | $1,297,299.44 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,111,673.62 |
$4,089,673.62 |
$22,000.00 |
|||
| Contract Id | 111308 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0043 | Project Number | JL03 097 0007 008-009 | |||||||
| Contractor | PHILMOR CONTRACTING INC | Period | 01/01/2014 TO 05/16/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Message Boards, Additional Excavation, & Cost Plus Work | Approved | 03/29/2012 | $73,128.41 | 0.0 | |||||
| 002 | Cost Plus Work for Slide Removal - INITIAL | Approved | 04/05/2012 | $500,000.00 | 0.0 | |||||
| 003 | Project Wage Rate Adjustment (Jan. 1, 2012-April 30, 2012) | Approved | 06/19/2012 | $8.67 | 0.0 | |||||
| 004 | Cost Plus Work - Slide Removal Final | Approved | 11/13/2012 | $724,162.36 | 92.0 | |||||
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 | 111308 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09700071045 | ||||||
| Estimate Nbr | 0043 | Period | 01/01/2014 TO 05/16/2014 | |||||||
| Contractor | PHILMOR CONTRACTING INC | |||||||||
| Project | DE09700071045 | Fed/State Project Number | JL03 097 0007 008-009 | 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 | |
| 1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 304.00 | 304.000 | 309.540 | 309.540 | 20.00 | 6,190.80 | |||
| 1002 | PERFORATED PIPE-4 IN | 01000 | LF | 400.00 | 400.000 | 270.000 | 270.000 | 9.55 | 2,578.50 | |||
| 1003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1004 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1005 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 50.00 | 50.000 | 28.000 | 28.000 | 6.00 | 168.00 | |||
| 1006 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 10.00 | 500.00 | |||
| 1007 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,100.00 | 1,100.000 | 1,100.000 | 1,100.000 | 3.50 | 3,850.00 | |||
| 1008 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 1009 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 39.00 | 39.000 | 39.000 | 39.000 | 75.00 | 2,925.00 | |||
| 1010 | TEMP DITCH | 02159 | LF | 1,900.00 | 1,900.000 | 600.000 | 600.000 | 0.10 | 60.00 | |||
| 1011 | ROADWAY EXCAVATION | 02200 | CUYD | 166,226.10 | 167,652.020 | 167,825.000 | 167,825.000 | 8.60 | 1,443,295.00 | |||
| 1012 | WATER | 02242 | MGAL | 82.00 | 82.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,587.50 | 1,587.500 | 1,441.250 | 1,441.250 | 19.25 | 27,744.06 | |||
| 1014 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 1015 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1016 | REMOVE GUARDRAIL | 02381 | LF | 1,350.00 | 1,350.000 | 1,650.000 | 1,650.000 | 2.00 | 3,300.00 | |||
| 1017 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 100.00 | 1,700.00 | |||
| 1018 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 1019 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 75.00 | 525.00 | |||
| 1020 | CHANNEL LINING CLASS II | 02483 | TON | 205.00 | 205.000 | 50.150 | 50.150 | 24.10 | 1,208.61 | |||
| 1021 | CHANNEL LINING CLASS IV | 02488 | CUYD | 82.30 | 82.300 | 241.250 | 241.250 | 10.00 | 2,412.50 | |||
| 1022 | CLEARING AND GRUBBING (5 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 1023 | SIGNS | 02562 | SQFT | 447.00 | 447.000 | 405.000 | 405.000 | 8.50 | 3,442.50 | |||
| 1026 | EDGE KEY | 02585 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 1027 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 414.00 | 414.000 | 708.000 | 708.000 | 2.00 | 1,416.00 | |||
| 1028 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,230.00 | 76,230.00 | |||
| 1029 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 1030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 1031 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 1032 | TEMP SILT FENCE | 02701 | LF | 1,900.00 | 1,900.000 | 902.000 | 902.000 | 1.50 | 1,353.00 | |||
| 1033 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 1034 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 16.000 | 16.000 | 50.00 | 800.00 | |||
| 1035 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 16.000 | 16.000 | 150.00 | 2,400.00 | |||
| 1036 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 4.000 | 4.000 | 25.00 | 100.00 | |||
| 1037 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 16.00 | 16.000 | 29.000 | 29.000 | 25.00 | 725.00 | |||
| 1038 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 50.00 | 700.00 | |||
| 1039 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,700.00 | 5,700.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1040 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 42,000.00 | 31,500.00 | |||
| 1042 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 1043 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,108.00 | 1,108.000 | 1,100.000 | 1,100.000 | 25.00 | 27,500.00 | |||
| 1044 | HPS LUMINAIRE OFFSET | 04772 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
| 1045 | POLE 45 FT WOODEN | 04873 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1046 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,600.00 | 8,600.00 | |||
| 1047 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1048 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,085.00 | 11,085.000 | 3,333.000 | 3,333.000 | 1.35 | 4,499.55 | |||
| 1049 | TEMP MULCH | 05952 | SQYD | 30,598.00 | 30,598.000 | 733.000 | 733.000 | 0.20 | 146.60 | |||
| 1050 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,598.00 | 30,598.000 | 1,764.000 | 1,764.000 | 0.22 | 388.08 | |||
| 1051 | TOPDRESSING FERTILIZER | 05966 | TON | 1.60 | 1.600 | 0.000 | 0.000 | 795.00 | 0.00 | |||
| 1052 | SEEDING AND PROTECTION | 05985 | SQYD | 41,683.00 | 41,683.000 | 70,542.000 | 70,542.000 | 0.40 | 28,216.80 | |||
| 1053 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 11,400.00 | 11,400.000 | 15,130.000 | 15,130.000 | 0.30 | 4,539.00 | |||
| 1054 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,600.00 | 7,600.000 | 10,890.000 | 10,890.000 | 0.30 | 3,267.00 | |||
| 1055 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1056 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 1057 | FUEL ADJUSTMENT | 10020NS | DOLL | 29,695.00 | 29,695.000 | -103.610 | -103.610 | 1.00 | -103.61 | |||
| 1058 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 10,381.00 | 10,381.000 | 7,919.450 | 7,919.450 | 1.00 | 7,919.45 | |||
| 1059 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 23.47 | 0.00 | |||
| 8000 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 8001 | COST PLUS WORK WASTE AREA MITIGATION | 10080NSD | DOLL | 0.00 | 42,865.500 | 42,865.000 | 42,865.000 | 1.00 | 42,865.00 | |||
| 8002 | COST PLUS WORK INITIAL SLIDE 112+00 to 117+00 +- | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 8.670 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8004 | COST PLUS WORK Cost Plus final amount for slide removal | 10080NSD | DOLL | 0.00 | 1,211,667.360 | 1,211,667.360 | 1,211,667.360 | 1.00 | 1,211,667.36 | |||
| 8005 | FENCE-SPECIAL located on top bench due to slide removal | 24466EN | LF | 0.00 | 700.000 | 700.000 | 700.000 | 17.85 | 12,495.00 | |||
| Project | DE09700071045 | Fed/State Project Number | JL03 097 0007 008-009 | Category | 0002 PAVING | |||||||
| 2001 | CRUSHED STONE BASE | 00003 | TON | 3,610.00 | 3,610.000 | 3,955.676 | 3,955.676 | 26.50 | 104,825.41 | |||
| 2002 | TRAFFIC BOUND BASE | 00020 | TON | 400.00 | 400.000 | 363.540 | 363.540 | 19.50 | 7,089.03 | |||
| 2003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,850.00 | 3,850.000 | 3,421.940 | 3,421.940 | 89.90 | 307,632.40 | |||
| 2005 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.70 | 1.700 | 0.000 | 0.000 | 1,275.00 | 0.00 | |||
| 2006 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 814.00 | 814.000 | 1,267.940 | 1,267.940 | 97.80 | 124,004.53 | |||
| Project | DE09700071045 | Fed/State Project Number | JL03 097 0007 008-009 | Category | 0003 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 24.00 | 672.00 | |||
| 3002 | ENTRANCE PIPE-18 IN | 00441 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 32.00 | 2,048.00 | |||
| 3003 | ENTRANCE PIPE-24 IN | 00443 | LF | 29.00 | 29.000 | 29.000 | 29.000 | 45.00 | 1,305.00 | |||
| 3004 | ENTRANCE PIPE-30 IN | 00445 | LF | 38.00 | 38.000 | 38.000 | 38.000 | 71.00 | 2,698.00 | |||
| 3005 | CULVERT PIPE-24 IN | 00464 | LF | 52.00 | 52.000 | 157.000 | 157.000 | 100.00 | 15,700.00 | |||
| 3006 | CULVERT PIPE-30 IN | 00466 | LF | 98.00 | 98.000 | 261.000 | 261.000 | 69.00 | 18,009.00 | |||
| 3007 | CULVERT PIPE-42 IN | 00469 | LF | 46.00 | 46.000 | 50.000 | 50.000 | 150.00 | 7,500.00 | |||
| 3008 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 3009 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 3010 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 3011 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 3012 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 3013 | DROP BOX INLET TYPE 6D | 01529 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 3014 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 3015 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 3017 | CONCRETE-CLASS A | 08100 | CUYD | 10.84 | 10.840 | 7.710 | 7.710 | 750.00 | 5,782.50 | |||
| 3018 | STEEL REINFORCEMENT | 08150 | LB | 786.00 | 786.000 | 637.000 | 637.000 | 1.50 | 955.50 | |||
| Project | DE09700071045 | Fed/State Project Number | JL03 097 0007 008-009 | Category | 0007 WATERLINE | |||||||
| 7001 | PVC PIPE-10 IN | 03389 | LF | 1,770.00 | 1,770.000 | 1,696.000 | 1,696.000 | 47.50 | 80,560.00 | |||
| 7002 | DUCTILE IRON PIPE-10 IN | 01097 | LF | 97.00 | 97.000 | 115.000 | 115.000 | 75.00 | 8,625.00 | |||
| 7003 | PVC PIPE-4 IN | 03383 | LF | 1,792.00 | 1,792.000 | 2,200.000 | 2,200.000 | 30.00 | 66,000.00 | |||
| 7004 | DUCTILE IRON PIPE-4 IN | 01091 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 7005 | PVC PIPE-3 IN | 03382 | LF | 25.00 | 25.000 | 7.000 | 7.000 | 20.00 | 140.00 | |||
| 7006 | PLASTIC PIPE-3/4 IN | 03369 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 10.00 | 1,200.00 | |||
| 7007 | GATE VALVE-10 IN | 03530 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 7008 | VALVE AND BOX-3 IN | 23296EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 7009 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 55.00 | 55.000 | 60.000 | 60.000 | 100.00 | 6,000.00 | |||
| 7010 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 7011 | CUT AND CAP 10 IN | 20890ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 7012 | PLUG-4 IN | 23195EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 7013 | AIR RELEASE VALVE-3/4 IN | 23457EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 7014 | BLOWOFF-TY II | 23297EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 7015 | RECONNECT METER (TEMPORARY) | 20169EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 670.00 | 1,340.00 | |||
| 7016 | RECONNECT METER (PERMENANT) | 20169EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 670.00 | 1,340.00 | |||
| 7017 | RELOCATE WATER METER | 03431 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 670.00 | 1,340.00 | |||
| 7018 | TIE (T0+00) | 23294EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 7019 | TIE (T19+27) | 23294EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 7020 | TIE (P0+00) | 23294EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 7021 | TIE (P18+67) | 23294EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 7022 | CRUSHED STONE | 23300ED | TON | 100.00 | 100.000 | 25.330 | 25.330 | 100.00 | 2,533.00 | |||
| 7023 | GENERAL CONCRETE | 23341EC | CUYD | 20.00 | 20.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 7024 | FLOWABLE FILL | 02220 | CUYD | 144.00 | 144.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | DE09700071045 | Fed/State Project Number | JL03 097 0007 008-009 | Category | 0009 MOBILIZATION / DEMOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 44,000.00 | 22,000.00 | 33,000.00 | |
| SUBTOT | $22,000.00 |
$4,111,673.58 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||