|
Report_Id: 121370 Est NO 0003 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121370 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Collins, Philip L. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/07/2013 TO 02/20/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | DE03409221270 | ||||||
| Project No. | STP 3003 (277) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEWTON PIKE EXTENSION (KY 922) | ||||||
| Description | NEWTON PIKE EXTENSION (KY 922) | ||||||
| Date Let | 11/16/2012 | Formal Acceptance | |||||
| Date Awarded | 11/28/2012 | Date Work Began | 01/07/2013 | ||||
| Date Contract Executed | 12/12/2012 | Open To Traffic | |||||
| Date NTP Issued | 12/12/2012 | Actual Completion Date | |||||
| Current Contract Amount | $2,996,622.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,996,622.92 |
Total Earnings | $1,053,350.42 |
$358,177.67 |
$695,172.75 |
|
| Percent Complete | 35.15 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,943,272.50 |
Gross Earnings | $1,053,350.42 |
$358,177.67 |
$695,172.75 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,053,350.42 |
$358,177.67 |
$695,172.75 |
|||
| Contract Id | 121370 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0003 | Project Number | STP 3003 (277) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 02/07/2013 TO 02/20/2013 | |||||||
| 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 | 121370 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03409221270 | ||||||
| Estimate Nbr | 0003 | Period | 02/07/2013 TO 02/20/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03409221270 | Fed/State Project Number | STP 3003 (277) | 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 | DE03409221270 | Fed/State Project Number | STP 3003 (277) | Category | 0001 ROADWAY | |||||||
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 22.99 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 200.00 | 200.000 | 23.530 | 0.000 | 23.530 | 22.99 | 540.95 | 540.95 | |
| 0030 | REMOVE PIPE | 01310 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 24.20 | 0.00 | |||
| 0040 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0050 | SANITARY SEWER MANHOLE (WITH EXTERNAL DROP - 4 FOOT) | 01799 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,727.23 | 0.00 | |||
| 0060 | SANITARY SEWER MANHOLE (5 FOOT) | 01799 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,134.89 | 0.00 | |||
| 0070 | SANITARY SEWER MANHOLE (4 FOOT) | 01799 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 4,225.06 | 0.00 | |||
| 0080 | STANDARD CURB AND GUTTER | 01810 | LF | 4,172.00 | 4,172.000 | 0.000 | 0.000 | 20.46 | 0.00 | |||
| 0090 | TEMP DITCH | 02159 | LF | 2,345.00 | 2,345.000 | 0.000 | 0.000 | 1.21 | 0.00 | |||
| 0100 | CLEAN TEMP DITCH | 02160 | LF | 7,035.00 | 7,035.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0110 | EMBANKMENT IN PLACE | 02230 | CUYD | 56,763.00 | 56,763.000 | 15,236.000 | 2,054.000 | 17,290.000 | 14.45 | 220,160.20 | 249,840.50 | |
| 0120 | REMOVE UNDERGROUND TANK | 02240 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,420.00 | 0.00 | |||
| 0130 | REMOVE & RESET FENCE | 02267 | LF | 340.00 | 340.000 | 340.000 | 340.000 | 6.76 | 2,298.40 | |||
| 0140 | FENCE-6 FT CHAIN LINK | 02274 | LF | 960.00 | 960.000 | 1,052.000 | 1,052.000 | 26.58 | 27,962.16 | |||
| 0150 | CLEARING AND GRUBBING (7.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,991.35 | 23,991.35 | |||
| 0160 | SIGNS | 02562 | SQFT | 98.25 | 98.250 | 0.000 | 0.000 | 44.77 | 0.00 | |||
| 0170 | EDGE KEY | 02585 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 3.63 | 0.00 | |||
| 0190 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,200.00 | 5,200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0200 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 15,838.90 | 1,583.89 | |||
| 0220 | SAFELOADING | 02690 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 181.50 | 0.00 | |||
| 0230 | TEMP SILT FENCE | 02701 | LF | 2,345.00 | 2,345.000 | 200.000 | 0.000 | 200.000 | 3.25 | 650.00 | 650.00 | |
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 169.40 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 157.30 | 471.90 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 9.000 | 9.000 | 133.10 | 1,197.90 | |||
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 33.88 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 28.31 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 29.28 | 0.00 | |||
| 0300 | CLEAN TEMP SILT FENCE | 02709 | LF | 7,035.00 | 7,035.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 24,200.00 | 0.00 | |||
| 0320 | PVC PIPE-8 IN | 03387 | LF | 954.00 | 954.000 | 0.000 | 0.000 | 39.54 | 0.00 | |||
| 0330 | TIE-IN | 03479 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,144.44 | 0.00 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,850.00 | 7,850.000 | 0.000 | 0.000 | 0.97 | 0.00 | |||
| 0350 | TEMP MULCH | 05952 | SQYD | 38,139.00 | 38,139.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0360 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,202.00 | 30,202.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0370 | TOPDRESSING FERTILIZER | 05966 | TON | 1.60 | 1.600 | 0.000 | 0.000 | 749.09 | 0.00 | |||
| 0380 | SEEDING AND PROTECTION | 05985 | SQYD | 30,202.00 | 30,202.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0390 | PAVE STRIPING-PERM PAINT-4 IN (WHITE) | 06514 | LF | 813.00 | 813.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 0400 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | LF | 2,412.00 | 2,412.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 13.27 | 0.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 24,945.00 | 24,945.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 13,340.00 | 13,340.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | ROADWAY EXCAVATION-SPECIAL (ADDED: 11-13-12) | 22978EN | CUYD | 12,745.00 | 12,745.000 | 8,020.000 | 3,645.000 | 11,665.000 | 59.08 | 473,821.60 | 689,168.20 | |
| 0450 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,059.00 | 1,059.000 | 0.000 | 0.000 | 3.64 | 0.00 | |||
| 0460 | TEMPORARY CONSTRUCTION ENTRANCE | 24095EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,426.37 | 1,426.37 | |||
| 0470 | PVC PIPE (27 INCH SANITARY SEWER-PVC SDR 26, HEAV | 24564EN | LF | 765.00 | 765.000 | 0.000 | 0.000 | 145.66 | 0.00 | |||
| 0480 | PVC PIPE (18 INCH SANITARY SEWER PIPE-PVC-SDR26, | 24564EN | LF | 832.00 | 832.000 | 0.000 | 0.000 | 95.72 | 0.00 | |||
| 0490 | PVC PIPE (SANITARY SEWER LATERALS-PVC-SDR 35) | 24564EN | LF | 417.00 | 417.000 | 0.000 | 0.000 | 38.49 | 0.00 | |||
| Project | DE03409221270 | Fed/State Project Number | STP 3003 (277) | Category | 0002 DRAINAGE | |||||||
| 0500 | ENTRANCE PIPE-12 IN | 00439 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 42.35 | 0.00 | |||
| 0510 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,323.00 | 1,323.000 | 0.000 | 0.000 | 36.93 | 0.00 | |||
| 0520 | STORM SEWER PIPE-24 IN | 00524 | LF | 697.00 | 697.000 | 0.000 | 0.000 | 47.86 | 0.00 | |||
| 0530 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 98.00 | 98.000 | 0.000 | 0.000 | 127.97 | 0.00 | |||
| 0540 | CURB BOX INLET TYPE A | 01456 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 5,147.90 | 0.00 | |||
| 0550 | DROP BOX INLET TYPE 3 | 01496 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,711.11 | 0.00 | |||
| 0560 | MANHOLE TYPE A | 01756 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,013.00 | 0.00 | |||
| Project | DE03409221270 | Fed/State Project Number | STP 3003 (277) | Category | 0003 PAVING | |||||||
| 0570 | DGA BASE | 00001 | TON | 3,624.00 | 3,624.000 | 0.000 | 0.000 | 22.90 | 0.00 | |||
| 0580 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,960.00 | 2,960.000 | 0.000 | 0.000 | 80.40 | 0.00 | |||
| 0590 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 452.00 | 452.000 | 0.000 | 0.000 | 91.50 | 0.00 | |||
| Project | DE03409221270 | Fed/State Project Number | STP 3003 (277) | Category | 0004 MOBILIZATION / DEMOBILIZATION | |||||||
| 0600 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 108,437.60 | 54,218.80 | |||
| 0610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| SUBTOT | $695,172.75 |
$1,053,350.42 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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