|
Report_Id: 122440 Est NO 0008 |
Date:05/13/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122440 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Jones, James E. | ||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | ADDR SN 0 VC Code VC0000091287 | |||||
| PO BOX 11638 | |||||||
| 1051 RED MILE RD STE 1A | |||||||
| LEXINGTON , KY , 40576-1638 | |||||||
| Pay Period | 01/01/2013 TO 05/06/2013 | ||||||
| Date Approved | 05/13/2013 | ||||||
| Primary Proj Number | MP10000801202 | ||||||
| Project No. | FD04 SPP 100 0080 019-021 | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET-LONDON ROAD (KY 80) | ||||||
| Description | FROM APPROXIMATELY 530 FEET WEST OF INTERSECTION WITH KY 39 TO APPROXIMATELY 400 FEET EAST OF INTERSECTION WITH KY 39 | ||||||
| Date Let | 08/17/2012 | Formal Acceptance | |||||
| Date Awarded | 08/20/2012 | Date Work Began | 09/06/2012 | ||||
| Date Contract Executed | 09/04/2012 | Open To Traffic | |||||
| Date NTP Issued | 09/04/2012 | Actual Completion Date | 11/29/2012 | ||||
| Current Contract Amount | $1,079,005.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,053,854.21 |
Total Earnings | $1,054,391.43 |
$1,032,280.40 |
$22,111.03 |
|
| Percent Complete | 97.72 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $24,613.78 |
Gross Earnings | $1,054,391.43 |
$1,032,280.40 |
$22,111.03 |
|
| Total Change Orders | $25,151.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,054,391.43 |
$1,032,280.40 |
$22,111.03 |
|||
| Contract Id | 122440 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0008 | Project Number | FD04 SPP 100 0080 019-021 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | Period | 01/01/2013 TO 05/06/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material Override | Approved | 12/03/2012 | $0.00 | 0.0 | |||||
| 002 | Diamond Grinding | Approved | 04/25/2013 | $25,151.00 | 151.0 | |||||
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 | 122440 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | JPCI JPC PAVEMENT INLAY | TRANSPORTATION CABINET |
Primary Project Number | MP10000801202 | ||||||
| Estimate Nbr | 0008 | Period | 01/01/2013 TO 05/06/2013 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | |||||||||
| Project | MP10000801202 | Fed/State Project Number | FD04 SPP 100 0080 019-021 | 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 | DGA BASE | 00001 | TON | 2,004.00 | 2,004.000 | 2,329.390 | 2,329.390 | 17.50 | 40,764.32 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 1,307.00 | 1,307.000 | 1,799.390 | 1,799.390 | 17.50 | 31,489.32 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 2,613.00 | 2,613.000 | 2,664.540 | 2,664.540 | 17.50 | 46,629.45 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 251.00 | 0.00 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 2,000.00 | 2,000.000 | 1,601.000 | 1,601.000 | 10.00 | 16,010.00 | |||
| 0060 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 43.50 | 0.00 | |||
| 0070 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,663.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 723.00 | 5,061.00 | |||
| 0090 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 435.00 | 435.00 | |||
| 0100 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 210.00 | 210.00 | |||
| 0110 | STANDARD CURB AND GUTTER | 01810 | LF | 430.00 | 430.000 | 430.000 | 430.000 | 17.00 | 7,310.00 | |||
| 0120 | REMOVE CURB AND GUTTER | 01812 | LF | 430.00 | 430.000 | 430.000 | 430.000 | 6.50 | 2,795.00 | |||
| 0130 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 15.000 | 15.000 | 328.00 | 4,920.00 | |||
| 0140 | JPC PAVEMENT-11 IN/24 | 02025 | SQYD | 8,711.00 | 8,711.000 | 8,711.000 | 8,711.000 | 72.50 | 631,547.50 | |||
| 0160 | ROADWAY EXCAVATION | 02200 | CUYD | 6,533.00 | 6,533.000 | 6,533.000 | 6,533.000 | 11.00 | 71,863.00 | |||
| 0170 | SIGNS | 02562 | SQFT | 820.00 | 820.000 | 640.000 | 640.000 | 8.50 | 5,440.00 | |||
| 0180 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 18,500.00 | 18,500.000 | 21,500.000 | 21,500.000 | 1.50 | 32,250.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,378.00 | 43,378.00 | |||
| 0200 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,231.00 | 8,924.00 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,345.00 | 11,725.00 | |||
| 0220 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,567.00 | 6,567.00 | |||
| 0230 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,602.00 | 3,204.00 | |||
| 0240 | CONDUIT-1 1/4 IN | 04793 | LF | 150.00 | 150.000 | 210.000 | 210.000 | 5.50 | 1,155.00 | |||
| 0250 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 558.00 | 2,232.00 | |||
| 0260 | TRENCHING AND BACKFILLING | 04820 | LF | 150.00 | 150.000 | 130.000 | 130.000 | 5.50 | 715.00 | |||
| 0270 | CABLE-NO. 14/1 PAIR | 04850 | LF | 850.00 | 850.000 | 860.000 | 860.000 | 1.00 | 860.00 | |||
| 0280 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 100.00 | 100.000 | 275.000 | 275.000 | 22.50 | 6,187.50 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 5,000.00 | 5,000.000 | 1,000.000 | 6,228.000 | 7,228.000 | 0.25 | 250.00 | 1,807.00 | |
| 0310 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 28.00 | 28.000 | 30.000 | 30.000 | 47.00 | 1,410.00 | |||
| 0320 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 0330 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | LF | 1,350.00 | 1,350.000 | 408.000 | 408.000 | 22.50 | 9,180.00 | |||
| 0350 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 86.00 | 86.000 | 86.000 | 86.000 | 30.00 | 2,580.00 | |||
| 0360 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,024.00 | 5,024.00 | |||
| 0370 | PAVE MARK TY 1 TAPE CROSS HATCH | 23253ES717 | SQFT | 250.00 | 250.000 | 784.000 | 784.000 | 22.50 | 17,640.00 | |||
| 0380 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 96.00 | 96.000 | 97.000 | 97.000 | 22.50 | 2,182.50 | |||
| 0390 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 307.00 | 307.00 | |||
| 0400 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 6.00 | 6.000 | 14.000 | 14.000 | 279.00 | 3,906.00 | |||
| 0410 | DROP BOX INLET TYPE 12A MODIFIED | 23562EC | LF | 15.00 | 15.000 | 15.000 | 15.000 | 343.00 | 5,145.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -3,289.970 | -659.370 | -3,949.340 | 1.00 | -3,289.97 | -3,949.34 | |
| 8001 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 0.00 | 4,000.000 | 4,000.000 | 0.000 | 4,000.000 | 4.99 | 19,976.00 | 19,976.00 | |
| 8002 | MOBILIZATION (Pavement Diamond Grinding) | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,175.00 | 5,175.00 | 5,175.00 | |
| Project | MP10000801202 | Fed/State Project Number | FD04 SPP 100 0080 019-021 | Category | 0002 DEMOBILIZATION | |||||||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.150 | 0.150 | 15,574.21 | 2,336.13 | |||
| SUBTOT | $22,111.03 |
$1,054,391.39 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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