Report_Id: 121337 Est NO 0008 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 121337 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
Contractor | GREER MINING INC | ADDR SN 0 VC Code VS1000001127 | |||||
P O BOX 730 | |||||||
LONDON , KY , 40743 | |||||||
Pay Period | 02/09/2013 TO 02/22/2013 | ||||||
Date Approved | 03/07/2013 | ||||||
Primary Proj Number | DE05500301237 | ||||||
Project No. | FD04 SPP 055 0030 NEW-LOC | ||||||
Primary County | JACKSON | ||||||
Name of Road | LONDON-TYNER ROAD (KY 30) | ||||||
Description | RELOCATE KY 30 FROM 0.3 MILE WEST OF WELCHBURG ROAD EAST TO US 421 NEAR TYNER | ||||||
Date Let | 08/17/2012 | Formal Acceptance | |||||
Date Awarded | 08/23/2012 | Date Work Began | 10/09/2012 | ||||
Date Contract Executed | 09/06/2012 | Open To Traffic | |||||
Date NTP Issued | 09/26/2012 | Actual Completion Date | |||||
Current Contract Amount | $13,595,445.32 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $13,595,445.32 |
Total Earnings | $2,201,704.21 |
$1,838,372.05 |
$363,332.16 |
|
Percent Complete | 16.19 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $11,393,741.11 |
Gross Earnings | $2,201,704.21 |
$1,838,372.05 |
$363,332.16 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $2,201,704.21 |
$1,838,372.05 |
$363,332.16 |
|||
Contract Id | 121337 | Change Order Summary |
County | JACKSON | ||||||
Estimate Nbr | 0008 | Project Number | FD04 SPP 055 0030 NEW-LOC | |||||||
Contractor | GREER MINING INC | Period | 02/09/2013 TO 02/22/2013 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Quarry rock for constructiion entrance. | Pending | 0 | $36,768.00 | 2.0 | |||||
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 | 121337 | COMMONWEALTH OF KENTUCKY |
County | JACKSON | ||||||
Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE05500301237 | ||||||
Estimate Nbr | 0008 | Period | 02/09/2013 TO 02/22/2013 | |||||||
Contractor | GREER MINING INC | |||||||||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 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 | |
1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1002 | PERFORATED PIPE-6 IN | 01001 | LF | 1,058.00 | 1,058.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
1003 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
1004 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
1005 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
1006 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
1007 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
1008 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1009 | REMOVE PAVEMENT | 02091 | SQYD | 311.00 | 311.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
1010 | TEMP DITCH | 02159 | LF | 18,689.00 | 18,689.000 | 800.000 | 800.000 | 0.10 | 80.00 | |||
1011 | ROADWAY EXCAVATION | 02200 | CUYD | 2,357,088.00 | 2,357,088.000 | 82,610.000 | 249,485.000 | 332,095.000 | 2.75 | 227,177.50 | 913,261.25 | |
1012 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 29.60 | 29.600 | 0.000 | 0.000 | 23.00 | 0.00 | |||
1013 | WATER | 02242 | MGAL | 708.50 | 708.500 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1014 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 10,350.00 | 10,350.000 | 0.000 | 0.000 | 17.19 | 0.00 | |||
1015 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1016 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
1017 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1018 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
1019 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 162.00 | 162.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
1020 | WITNESS POST | 02432 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1021 | CHANNEL LINING CLASS III | 02484 | TON | 9,321.00 | 9,321.000 | 226.840 | 226.840 | 22.00 | 4,990.48 | |||
1022 | CLEARING AND GRUBBING (115.27 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.250 | 0.350 | 299,000.00 | 29,900.00 | 104,650.00 | |
1023 | CONCRETE-CLASS B | 02555 | CUYD | 74.07 | 74.070 | 0.000 | 0.000 | 510.00 | 0.00 | |||
1024 | SIGNS | 02562 | SQFT | 234.00 | 234.000 | 842.500 | 842.500 | 8.00 | 6,740.00 | |||
1025 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 6,729.00 | 6,729.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
1026 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 85,677.00 | 85,677.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
1027 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 6,710.00 | 6,710.000 | 4,378.100 | 4,378.100 | 2.00 | 8,756.20 | |||
1028 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.027 | 0.135 | 0.162 | 50,000.00 | 1,350.00 | 8,100.00 | |
1029 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
1030 | TEMP SILT FENCE | 02701 | LF | 18,690.00 | 18,690.000 | 200.000 | 1,990.000 | 2,190.000 | 1.50 | 300.00 | 3,285.00 | |
1031 | SILT TRAP TYPE A | 02703 | EACH | 31.00 | 31.000 | 2.000 | 9.000 | 11.000 | 100.00 | 200.00 | 1,100.00 | |
1032 | SILT TRAP TYPE B | 02704 | EACH | 210.00 | 210.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
1033 | SILT TRAP TYPE C | 02705 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
1034 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 93.00 | 93.000 | 2.000 | 7.000 | 9.000 | 0.01 | 0.02 | 0.09 | |
1035 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 630.00 | 630.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
1036 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
1037 | CLEAN TEMP SILT FENCE | 02709 | LF | 18,690.00 | 18,690.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
1038 | SEDIMENTATION BASIN | 02711 | CUYD | 4,945.00 | 4,945.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
1039 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 4,945.00 | 4,945.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
1040 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.027 | 0.135 | 0.162 | 89,900.00 | 2,427.30 | 14,563.80 | |
1041 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
1042 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,104.00 | 1,104.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1043 | TEMP MULCH | 05952 | SQYD | 557,907.00 | 557,907.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
1044 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 557,907.00 | 557,907.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
1045 | TOPDRESSING FERTILIZER | 05966 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
1046 | SEEDING AND PROTECTION | 05985 | SQYD | 453,703.00 | 453,703.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
1047 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,100.00 | 4,100.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
1048 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 86,204.00 | 86,204.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
1049 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1050 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 19,018.00 | 19,018.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
1051 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 163.00 | 163.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
1052 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 589.00 | 589.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
1053 | FUEL ADJUSTMENT | 10020NS | DOLL | 411,047.00 | 411,047.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1054 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 123,408.00 | 123,408.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1055 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 5,584.00 | 5,584.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
1056 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
1057 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,320.00 | 1,320.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
1058 | REMOVE GUARDRAIL | 02381 | LF | 237.50 | 237.500 | 0.000 | 0.000 | 3.41 | 0.00 | |||
1059 | REMOVE PIPE | 01310 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1060 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1061 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1062 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 122.00 | 122.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
1063 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,483.00 | 2,483.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
1064 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
1065 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1066 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
8000 | AGGREGATE FOR ENTRANCES Construction Entrance | 00068 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 30.64 | 0.00 | |||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 NEW-LOC | Category | 0002 PAVING | |||||||
2001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,532.00 | 7,532.000 | 0.000 | 0.000 | 58.05 | 0.00 | |||
2002 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 31,603.00 | 31,603.000 | 0.000 | 0.000 | 44.05 | 0.00 | |||
2003 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,274.00 | 1,274.000 | 0.000 | 0.000 | 52.75 | 0.00 | |||
2005 | CRUSHED STONE BASE | 00003 | TON | 58,985.00 | 58,985.000 | 0.000 | 0.000 | 14.07 | 0.00 | |||
2006 | ASPHALT SEAL COAT | 00103 | TON | 19.50 | 19.500 | 0.000 | 0.000 | 677.35 | 0.00 | |||
2007 | ASPHALT SEAL AGGREGATE | 00100 | TON | 162.50 | 162.500 | 0.000 | 0.000 | 77.85 | 0.00 | |||
2008 | LEVELING & WEDGING PG64-22 | 00190 | TON | 207.00 | 207.000 | 0.000 | 0.000 | 59.35 | 0.00 | |||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 NEW-LOC | Category | 0003 DRAINAGE | |||||||
3001 | CULVERT PIPE-18 IN | 00462 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
3002 | CULVERT PIPE-24 IN | 00464 | LF | 404.00 | 404.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
3003 | CULVERT PIPE-36 IN | 00468 | LF | 1,816.00 | 1,816.000 | 1,248.000 | 1,248.000 | 94.00 | 117,312.00 | |||
3004 | CULVERT PIPE-48 IN | 00470 | LF | 213.00 | 213.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
3005 | CULVERT PIPE-66 IN | 00473 | LF | 502.00 | 502.000 | 502.000 | 502.000 | 259.00 | 130,018.00 | |||
3006 | CULVERT PIPE-78 IN | 00475 | LF | 268.00 | 268.000 | 0.000 | 0.000 | 299.00 | 0.00 | |||
3007 | ENTRANCE PIPE-15 IN | 00440 | LF | 419.00 | 419.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
3008 | ENTRANCE PIPE-18 IN | 00441 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
3009 | ENTRANCE PIPE-24 IN | 00443 | LF | 318.00 | 318.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
3010 | ENTRANCE PIPE-30 IN | 00445 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
3011 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
3012 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
3013 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
3014 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
3015 | STEEL REINFORCEMENT | 08150 | LB | 8,112.00 | 8,112.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
3016 | CONCRETE-CLASS A | 08100 | CUYD | 100.83 | 100.830 | 0.000 | 0.000 | 910.00 | 0.00 | |||
3017 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,748.00 | 3,748.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 NEW-LOC | Category | 0004 BRIDGE | |||||||
4001 | CONCRETE-CLASS A | 08100 | CUYD | 712.10 | 712.100 | 199.304 | 512.796 | 712.100 | 415.00 | 82,711.16 | 295,521.50 | |
4002 | STEEL REINFORCEMENT | 08150 | LB | 145,755.00 | 145,755.000 | 17,356.917 | 128,398.083 | 145,755.000 | 1.11 | 19,266.17 | 161,788.05 | |
4003 | FOUNDATION PREPARATION 25630 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
4004 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 398.00 | 398.000 | 518.214 | 518.214 | 46.00 | 23,837.84 | |||
4005 | MASONRY COATING | 02998 | SQYD | 274.00 | 274.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 NEW-LOC | Category | 0005 BRIDGE | |||||||
5001 | CONCRETE-CLASS AA | 08104 | CUYD | 750.00 | 750.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
5002 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 105,308.00 | 105,308.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
5003 | FOUNDATION PREPARATION 26215 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
5004 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
5005 | ONE STEP MEMBRANE | 03250 | SQYD | 590.20 | 590.200 | 0.000 | 0.000 | 21.00 | 0.00 | |||
5006 | MASONRY COATING | 02998 | SQYD | 868.00 | 868.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
Project | DE05500301237 | Fed/State Project Number | FD04 SPP 055 0030 NEW-LOC | Category | 0006 MOBILIZATION / DEMOBILIZATION | |||||||
6001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 399,000.00 | 399,000.00 | |||
6002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 195,021.36 | 0.00 | |||
SUBTOT | $363,332.15 |
$2,201,704.21 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |