|
Report_Id: 122474 Est NO 0003 |
Date:07/22/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122474 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 1075 EATON DR | |||||||
| COVINGTON , KY , 41017-9655 | |||||||
| Pay Period | 07/01/2013 TO 07/12/2013 | ||||||
| Date Approved | 07/22/2013 | ||||||
| Primary Proj Number | MP05902751201 | ||||||
| Project No. | FD04 SPP 059 0275 082-002 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | I-275 WEST AND EAST (I-275) | ||||||
| Description | I-275 WEST AND EAST (I-275) | ||||||
| Date Let | 12/14/2012 | Formal Acceptance | |||||
| Date Awarded | 12/20/2012 | Date Work Began | 06/05/2013 | ||||
| Date Contract Executed | 01/14/2013 | Open To Traffic | |||||
| Date NTP Issued | 01/14/2013 | Actual Completion Date | |||||
| Current Contract Amount | $1,853,068.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,853,068.00 |
Total Earnings | $908,864.35 |
$781,284.39 |
$127,579.96 |
|
| Percent Complete | 49.05 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $944,203.65 |
Gross Earnings | $908,864.35 |
$781,284.39 |
$127,579.96 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $908,864.35 |
$781,284.39 |
$127,579.96 |
|||
| Contract Id | 122474 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0003 | Project Number | FD04 SPP 059 0275 082-002 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 07/01/2013 TO 07/12/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 122474 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | MP05902751201 | ||||||
| Estimate Nbr | 0003 | Period | 07/01/2013 TO 07/12/2013 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | MP05902751201 | Fed/State Project Number | FD04 SPP 059 0275 082-002 | Category | ||||||||
| 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 | |
| Project | MP05902751201 | Fed/State Project Number | FD04 SPP 059 0275 082-002 | Category | 0001 ROADWAY | |||||||
| 0010 | DGA BASE | 00001 | TON | 1,000.00 | 1,000.000 | 74.750 | 74.750 | 26.00 | 1,943.50 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,600.00 | 5,600.000 | 6,944.640 | 6,944.640 | 53.00 | 368,065.92 | |||
| 0030 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 790.00 | 790.000 | 984.990 | 984.990 | 67.00 | 65,994.33 | |||
| 0040 | FLUME INLET TYPE 1 | 01690 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0050 | ASPHALT WEDGE CURB | 01897 | LF | 2,750.00 | 2,750.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0060 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 610.00 | 610.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | JPC PAVEMENT-11 IN/24 | 02025 | SQYD | 220.00 | 220.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | REMOVE PCC PAVEMENT | 02058 | SQYD | 14,620.00 | 14,620.000 | 9,864.380 | 9,864.380 | 11.00 | 108,508.18 | |||
| 0100 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0110 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 85,000.00 | 85,000.000 | 4,756.000 | 0.000 | 4,756.000 | 1.33 | 6,325.48 | 6,325.48 | |
| 0120 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 115,000.00 | 115,000.000 | 4,322.000 | 0.000 | 4,322.000 | 1.33 | 5,748.26 | 5,748.26 | |
| 0130 | REMOVE & RESET GUARDRAIL | 02383 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0140 | SIGNS | 02562 | SQFT | 2,670.00 | 2,670.000 | 176.000 | 1,602.000 | 1,778.000 | 5.00 | 880.00 | 8,890.00 | |
| 0150 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.120 | 0.320 | 0.440 | 192,000.28 | 23,040.03 | 84,480.12 | |
| 0160 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 0180 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0190 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,700.00 | 6,800.00 | |||
| 0200 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0210 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 610.00 | 610.000 | 760.000 | 0.000 | 760.000 | 40.00 | 30,400.00 | 30,400.00 | |
| 0220 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 496.60 | 496.600 | 61.500 | 188.000 | 249.500 | 500.00 | 30,750.00 | 124,750.00 | |
| 0230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 496.60 | 496.600 | 61.500 | 188.000 | 249.500 | 130.00 | 7,995.00 | 32,435.00 | |
| 0240 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0250 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0260 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0270 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0280 | LOOP WIRE | 04830 | LF | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0290 | LOOP SAW SLOT AND FILL | 04895 | LF | 685.00 | 685.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 27,000.00 | 27,000.000 | 3,975.000 | 22,205.000 | 26,180.000 | 1.00 | 3,975.00 | 26,180.00 | |
| 0310 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 7,550.00 | 7,550.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | PAVE STRIPING-TEMP REM TAPE-B 8 INCH | 06549 | LF | 10,500.00 | 10,500.000 | 2,607.000 | 5,570.000 | 8,177.000 | 1.00 | 2,607.00 | 8,177.00 | |
| 0340 | PAVE STRIPING-TEMP REM TAPE-W 6 INCH | 06550 | LF | 20,500.00 | 20,500.000 | 2,160.000 | 0.000 | 2,160.000 | 1.00 | 2,160.00 | 2,160.00 | |
| 0350 | PAVE STRIPING-TEMP REM TAPE-Y 6 INCH | 06551 | LF | 17,000.00 | 17,000.000 | 452.000 | 452.000 | 1.00 | 452.00 | |||
| 0360 | STEEL REINFORCEMENT | 08150 | LB | 1,602.80 | 1,602.800 | 267.200 | 267.200 | 1.33 | 355.37 | |||
| 0370 | EPOXY SAND SLURRY | 08504 | SQYD | 69.00 | 69.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0380 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,531.00 | 1,531.000 | 721.010 | 0.000 | 721.010 | 19.00 | 13,699.19 | 13,699.19 | |
| 0390 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0400 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 63.00 | 63.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0410 | BLAST CLEANING | 08549 | SQYD | 1,599.00 | 1,599.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0420 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0430 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,736.00 | 8,736.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 15,394.00 | 15,394.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0460 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0470 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0480 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | MP05902751201 | Fed/State Project Number | FD04 SPP 059 0275 082-002 | Category | 0002 DEMOBILIZATION | |||||||
| 0490 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,000.00 | 0.00 | |||
| SUBTOT | $127,579.96 |
$908,864.35 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||