|
Report_Id: 101314 Est NO 0007 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101314 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Renfroe, Katy E. P.E. | ||||||
| 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 | 10/20/2011 TO 12/14/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE03409221014 | ||||||
| Project No. | FD04 034 0922 001-003 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEWTOWN PIKE (KY 922) | ||||||
| Description | CONSTRUCT AUXILIARY LANE FROM I-64/I-75 SOUTHBOUND EXIT RAMP TO 800 FEET SOUTH OF ARISTIDES BOULEVARD | ||||||
| Date Let | 04/23/2010 | Formal Acceptance | 09/21/2010 | ||||
| Date Awarded | 05/03/2010 | Date Work Began | 06/04/2010 | ||||
| Date Contract Executed | 05/17/2010 | Open To Traffic | 07/30/2010 | ||||
| Date NTP Issued | 05/17/2010 | Actual Completion Date | 07/30/2010 | ||||
| Current Contract Amount | $816,047.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $814,517.90 |
Total Earnings | $759,240.45 |
$757,710.45 |
$1,530.00 |
|
| Percent Complete | 93.04 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $56,807.45 |
Gross Earnings | $759,240.45 |
$757,710.45 |
$1,530.00 |
|
| Total Change Orders | $1,530.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $759,240.45 |
$757,710.45 |
$1,530.00 |
|||
| Contract Id | 101314 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0007 | Project Number | FD04 034 0922 001-003 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 10/20/2011 TO 12/14/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Thermoplastic Items Omitted | Approved | 12/02/2011 | $1,530.00 | 0.0 | |||||
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 | 101314 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03409221014 | ||||||
| Estimate Nbr | 0007 | Period | 10/20/2011 TO 12/14/2011 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0002 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 | |
| 2001 | STANDARD CURB AND GUTTER | 01810 | LF | 465.00 | 465.000 | 478.000 | 478.000 | 19.50 | 9,321.00 | |||
| 2002 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 613.00 | 613.000 | 616.000 | 616.000 | 22.75 | 14,014.00 | |||
| 2003 | ROADWAY EXCAVATION | 02200 | CUYD | 2,777.00 | 2,777.000 | 2,777.000 | 2,777.000 | 29.85 | 82,893.45 | |||
| 2004 | WATER | 02242 | MGAL | 40.00 | 40.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2005 | CLEARING AND GRUBBING (1.2 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 2006 | SIGNS | 02562 | SQFT | 281.00 | 281.000 | 281.000 | 281.000 | 9.00 | 2,529.00 | |||
| 2007 | EDGE KEY | 02585 | LF | 432.00 | 432.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2008 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 296.00 | 296.000 | 184.000 | 184.000 | 2.00 | 368.00 | |||
| 2009 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,800.00 | 46,800.00 | |||
| 2010 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 2011 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2012 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 500.00 | 500.000 | 706.730 | 706.730 | 22.00 | 15,548.06 | |||
| 2013 | SAWCUT PAVEMENT | 20550ND | LF | 4,550.00 | 4,550.000 | 4,385.100 | 4,385.100 | 2.50 | 10,962.75 | |||
| 2014 | TEMP SILT FENCE | 02701 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 2015 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 2016 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2017 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 250.00 | 1,750.00 | |||
| 2018 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2019 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2020 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2021 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2022 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 24.00 | 24.000 | 20.400 | 20.400 | 115.00 | 2,346.00 | |||
| 2023 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 2024 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 130.00 | 130.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2025 | TEMP MULCH | 05952 | SQYD | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 2026 | SODDING | 05990 | SQYD | 4,170.00 | 4,170.000 | 4,620.000 | 4,620.000 | 1.55 | 7,161.00 | |||
| 2027 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,000.00 | 5,000.000 | 5,528.000 | 5,528.000 | 0.33 | 1,824.24 | |||
| 2028 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,073.00 | 7,073.000 | 6,443.000 | 6,443.000 | 0.35 | 2,255.05 | |||
| 2029 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 52.00 | 52.000 | 82.000 | 82.000 | 35.00 | 2,870.00 | |||
| 2030 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2031 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 2032 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 240.00 | 240.000 | 109.000 | 109.000 | 9.00 | 981.00 | |||
| 2033 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 225.00 | 1,125.00 | |||
| 2034 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 85.00 | 680.00 | |||
| 2035 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 778.00 | 778.000 | 726.000 | 726.000 | 5.50 | 3,993.00 | |||
| 2036 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 3,300.00 | 3,300.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2037 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 5.00 | 130.00 | |||
| 2040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 306.00 | 306.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 2041 | TEMP DITCH | 02159 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2042 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 2043 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 2044 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 2045 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 26.00 | 26.000 | 19.000 | 19.000 | 30.00 | 570.00 | |||
| 2050 | SAFELOADING | 02690 | CUYD | 12.80 | 12.800 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 8001 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 137.50 | 275.00 | 275.00 | |
| 8002 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 0.00 | 200.000 | 200.000 | 0.000 | 200.000 | 2.25 | 450.00 | 450.00 | |
| 8003 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 250.00 | 750.00 | 750.00 | |
| 8004 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 55.00 | 55.00 | 55.00 | |
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0003 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-24 IN | 00464 | LF | 150.00 | 150.000 | 95.000 | 95.000 | 56.25 | 5,343.75 | |||
| 3002 | STORM SEWER PIPE-15 IN | 00521 | LF | 3.00 | 3.000 | 3.000 | 3.000 | 270.00 | 810.00 | |||
| 3003 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 3004 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 3005 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 3006 | CAP BOX INLET | 20098NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0005 SIGNING | |||||||
| 5001 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 27.00 | 27.000 | 27.000 | 27.000 | 22.00 | 594.00 | |||
| 5002 | STEEL POST TYPE 2 | 06411 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 12.25 | 514.50 | |||
| 5003 | REMOVE SIGN | 21373ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 115.00 | 115.00 | |||
| 5004 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 195.00 | 585.00 | |||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0006 LIGHTING | |||||||
| 6001 | POLE BASE | 04740 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 950.00 | 12,350.00 | |||
| 6002 | CONDUIT-2 IN | 04795 | LF | 1,900.00 | 1,900.000 | 1,286.000 | 1,286.000 | 5.50 | 7,073.00 | |||
| 6003 | TRENCHING AND BACKFILLING | 04820 | LF | 1,600.00 | 1,600.000 | 1,230.000 | 1,230.000 | 6.50 | 7,995.00 | |||
| 6004 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 6005 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0007 SIGNALS | |||||||
| 7001 | CONDUIT-2 IN | 04795 | LF | 150.00 | 150.000 | 75.000 | 75.000 | 5.50 | 412.50 | |||
| 7002 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 7003 | TRENCHING AND BACKFILLING | 04820 | LF | 130.00 | 130.000 | 75.000 | 75.000 | 11.00 | 825.00 | |||
| 7004 | LOOP WIRE | 04830 | LF | 1,650.00 | 1,650.000 | 1,761.000 | 1,761.000 | 0.28 | 493.08 | |||
| 7005 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,750.00 | 2,750.000 | 1,684.000 | 1,684.000 | 1.10 | 1,852.40 | |||
| 7006 | LOOP SAW SLOT AND FILL | 04895 | LF | 620.00 | 620.000 | 601.000 | 601.000 | 13.25 | 7,963.25 | |||
| 7007 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 0009 DEMOBILIZATION | |||||||
| 9001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 12,038.00 | 9,028.50 | |||
| Project | DE03409221014 | Fed/State Project Number | FD04 034 0922 001-003 | Category | 1001 PAVING | |||||||
| 1101 | DGA BASE | 00001 | TON | 2,590.00 | 2,590.000 | 2,033.350 | 2,033.350 | 21.50 | 43,717.02 | |||
| 1102 | LEVELING & WEDGING PG76-22 | 00194 | TON | 158.00 | 158.000 | 150.460 | 150.460 | 92.50 | 13,917.55 | |||
| 1103 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 832.00 | 832.000 | 904.180 | 904.180 | 79.65 | 72,017.93 | |||
| 1104 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,419.00 | 2,419.000 | 2,747.200 | 2,747.200 | 68.65 | 188,595.28 | |||
| 1105 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 919.00 | 919.000 | 978.610 | 978.610 | 92.50 | 90,521.42 | |||
| 1106 | JPC PAVEMENT-9 IN/24 | 02023 | SQYD | 256.00 | 256.000 | 187.680 | 187.680 | 110.00 | 20,644.80 | |||
| 1107 | REMOVE PCC PAVEMENT | 02058 | SQYD | 256.00 | 256.000 | 187.680 | 187.680 | 60.00 | 11,260.80 | |||
| 1108 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,917.00 | 5,917.000 | -1,433.920 | -1,433.920 | 1.00 | -1,433.92 | |||
| 1109 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 10,427.00 | 10,427.000 | -1,006.990 | -1,006.990 | 1.00 | -1,006.99 | |||
| SUBTOT | $1,530.00 |
$759,240.43 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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