|
Report_Id: 101329 Est NO 0014 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101329 | Estimate Number | 0014 | 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 | 07/28/2011 TO 12/14/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE03400641029 | ||||||
| Project No. | IM 0644 (087) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | LEXINGTON-CATLETTSBURG ROAD (I-64) | ||||||
| Description | REPAIR AND GRIND PAVEMENT ON I-64 FROM MP 81.38 TO MP 82.20 | ||||||
| Date Let | 09/17/2010 | Formal Acceptance | 12/07/2011 | ||||
| Date Awarded | 09/30/2010 | Date Work Began | 10/11/2010 | ||||
| Date Contract Executed | 10/04/2010 | Open To Traffic | 05/13/2011 | ||||
| Date NTP Issued | 10/04/2010 | Actual Completion Date | 05/13/2011 | ||||
| Current Contract Amount | $3,344,436.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,314,654.71 |
Total Earnings | $3,204,989.81 |
$3,151,194.26 |
$53,795.55 |
|
| Percent Complete | 95.83 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $139,446.72 |
Gross Earnings | $3,204,989.81 |
$3,151,194.26 |
$53,795.55 |
|
| Total Change Orders | $29,781.82 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,204,989.81 |
$3,151,194.26 |
$53,795.55 |
|||
| Contract Id | 101329 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0014 | Project Number | IM 0644 (087) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/28/2011 TO 12/14/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Guardrail/Curb/Cover Overhead Signs/Joint Sealing/Striping | Approved | 04/27/2011 | $11,783.02 | 0.0 | |||||
| 002 | Fuel and Asphalt Adjustments | Approved | 12/02/2011 | $17,998.80 | 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 | 101329 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE03400641029 | ||||||
| Estimate Nbr | 0014 | Period | 07/28/2011 TO 12/14/2011 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0001 PAVING | |||||||
| 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 | DGA BASE | 00001 | TON | 3,730.00 | 3,730.000 | 1,838.940 | 1,838.940 | 25.00 | 45,973.50 | |||
| 1002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 448.180 | 448.180 | 76.00 | 34,061.68 | |||
| 1003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 391.00 | 391.000 | 209.000 | 209.000 | 85.00 | 17,765.00 | |||
| 1004 | LEVELING & WEDGING PG64-22 | 00190 | TON | 250.00 | 250.000 | 0.000 | 0.000 | 73.25 | 0.00 | |||
| 1005 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 47.00 | 47.000 | 32.690 | 32.690 | 750.00 | 24,517.50 | |||
| 1006 | JPC PAVEMENT-11 IN/24 | 02025 | SQYD | 564.00 | 564.000 | 254.850 | 254.850 | 108.50 | 27,651.22 | |||
| 1007 | JPC PAVEMENT-11 IN/72 | 02043 | SQYD | 12,552.00 | 12,552.000 | 12,913.780 | 12,913.780 | 78.00 | 1,007,274.84 | |||
| 1008 | REMOVE PCC PAVEMENT | 02058 | SQYD | 13,116.00 | 13,116.000 | 13,155.160 | 13,155.160 | 18.78 | 247,053.90 | |||
| 1009 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 49,799.00 | 49,799.000 | 50,141.300 | 50,141.300 | 3.00 | 150,423.90 | |||
| 1010 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 71.00 | 71.000 | 87.097 | 87.097 | 545.00 | 47,467.86 | |||
| 1011 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 46,629.00 | 46,629.000 | 33,023.700 | 33,023.700 | 1.20 | 39,628.44 | |||
| 1012 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 52,994.00 | 52,994.000 | 52,541.000 | 52,541.000 | 1.20 | 63,049.20 | |||
| 1013 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,508.00 | 1,508.000 | 1,495.410 | 1,495.410 | 17.50 | 26,169.67 | |||
| 1014 | SHOULDERING | 02714 | LF | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 2.00 | 4,000.00 | |||
| 1015 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 200.00 | 200.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1016 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,929.00 | 7,929.000 | 7,934.780 | 7,934.780 | 66.15 | 524,885.69 | |||
| 1017 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 2,468.00 | 2,468.000 | 2,596.450 | 2,596.450 | 73.50 | 190,839.07 | |||
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0002 ROADWAY | |||||||
| 2001 | REMOVE CURB | 01904 | LF | 39.00 | 39.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2002 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 8.00 | 408.00 | |||
| 2003 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 25.00 | 25.000 | 28.000 | 28.000 | 8.00 | 224.00 | |||
| 2004 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2005 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2006 | ROADWAY EXCAVATION | 02200 | CUYD | 5,266.00 | 5,266.000 | 4,570.620 | 4,570.620 | 17.50 | 79,985.85 | |||
| 2007 | FLOWABLE FILL | 02220 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 2008 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 60.00 | 60.000 | 63.000 | 63.000 | 30.00 | 1,890.00 | |||
| 2009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,050.00 | 5,050.000 | 4,875.000 | 4,875.000 | 14.98 | 73,027.50 | |||
| 2010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,337.60 | 4,675.20 | |||
| 2011 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,997.35 | 1,997.35 | |||
| 2012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 695.00 | 6,950.00 | |||
| 2013 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 2014 | REMOVE GUARDRAIL | 02381 | LF | 5,112.50 | 5,112.500 | 4,950.000 | 4,950.000 | 1.75 | 8,662.50 | |||
| 2015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 420.25 | 840.50 | |||
| 2016 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,850.00 | 14,800.00 | |||
| 2017 | SIGNS | 02562 | SQFT | 4,000.00 | 4,000.000 | 1,397.000 | 1,397.000 | 6.50 | 9,080.50 | |||
| 2018 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 2019 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 2020 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 5,500.00 | 33,000.00 | |||
| 2021 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 2023 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,000.00 | 8,000.000 | 6,300.000 | 6,300.000 | 1.15 | 7,245.00 | |||
| 2024 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 175.00 | 525.00 | |||
| 2025 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 133.00 | 133.000 | 142.000 | 142.000 | 29.00 | 4,118.00 | |||
| 2026 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 125.00 | 125.000 | 143.000 | 143.000 | 29.00 | 4,147.00 | |||
| 2027 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 75,750.00 | 148,750.000 | 152,031.000 | 152,031.000 | 0.16 | 24,324.96 | |||
| 2028 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 208.00 | 208.000 | 131.000 | 131.000 | 25.00 | 3,275.00 | |||
| 2029 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 345.00 | 345.000 | 276.000 | 276.000 | 25.00 | 6,900.00 | |||
| 2030 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 553.00 | 553.000 | 121.000 | 121.000 | 25.00 | 3,025.00 | |||
| 2031 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2032 | EMBANKMENT | 21533EN | CUYD | 250.00 | 250.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2033 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 25,123.00 | 25,123.000 | 22,817.000 | 22,817.000 | 0.20 | 4,563.40 | |||
| 2034 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 16,661.00 | 16,661.000 | 16,961.000 | 16,961.000 | 0.20 | 3,392.20 | |||
| 2035 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 1,025.00 | 1,025.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 2036 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 42,809.00 | 42,809.000 | 91,411.000 | 91,411.000 | 0.42 | 38,392.62 | |||
| 2037 | SHOULDER RUMBLE STRIPS-SAWED (REVISED: 9-7-10) | 02696 | LF | 36,649.00 | 36,649.000 | 34,047.000 | 34,047.000 | 0.21 | 7,149.87 | |||
| 2050 | RESET MANHOLE FRAME AND LID | 23948EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 2051 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8000 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 262.500 | 262.500 | 262.500 | 12.00 | 3,150.00 | |||
| 8001 | EW~ COVER ARROWS ON OVERHEAD SIGN | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8002 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 0.00 | 521.000 | 618.000 | 618.000 | 24.00 | 14,832.00 | |||
| 8003 | REM AND RESET G/R END TREAT TY 2A | 21460ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 775.00 | 775.00 | |||
| 8004 | GUARDRAIL END TREATMENT TYPE 4A REMOVE & RESET | 02391 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 8,720.65 | 8,720.65 | 8,720.65 | |
| 8006 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 9,278.150 | 9,278.150 | 0.000 | 9,278.150 | 1.00 | 9,278.15 | 9,278.15 | |
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0003 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-30 IN | 00466 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 3002 | PERFORATED PIPE-4 IN | 01000 | LF | 250.00 | 250.000 | 390.000 | 390.000 | 18.00 | 7,020.00 | |||
| 3003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 45.000 | 45.000 | 18.00 | 810.00 | |||
| 3004 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 3005 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 3006 | REMOVE PIPE | 01310 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 3007 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 3008 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 614.00 | 0.000 | 0.000 | 0.000 | 44.57 | 0.00 | |||
| 3009 | DITCHING | 02237 | LF | 17,000.00 | 17,000.000 | 7,174.000 | 7,174.000 | 2.36 | 16,930.64 | |||
| 3010 | CHANNEL LINING CLASS II | 02483 | TON | 3.00 | 3.000 | 3.420 | 3.420 | 300.00 | 1,026.00 | |||
| 3011 | CHANNEL LINING CLASS III | 02484 | TON | 592.00 | 592.000 | 450.010 | 450.010 | 40.00 | 18,000.40 | |||
| 3012 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 100.00 | 100.000 | 621.890 | 621.890 | 2.25 | 1,399.25 | |||
| 3013 | REPLACE GRATE | 20366NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0009 DEMOBILIZATION / MOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 47,729.00 | 35,796.75 | 35,796.75 | |
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0041 BRIDGE | |||||||
| 4101 | FLOWABLE FILL | 02220 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 4102 | JOINT SEAL REPLACEMENT | 23386EC | LF | 64.00 | 64.000 | 64.000 | 64.000 | 150.00 | 9,600.00 | |||
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0042 BRIDGE | |||||||
| 4201 | JOINT SEAL REPLACEMENT | 23386EC | LF | 115.00 | 153.600 | 153.600 | 153.600 | 150.00 | 23,040.00 | |||
| Project | DE03400641029 | Fed/State Project Number | IM 0644 (087) | Category | 0043 BRIDGE | |||||||
| 4301 | JOINT SEAL REPLACEMENT | 23386EC | LF | 56.00 | 56.000 | 58.000 | 58.000 | 150.00 | 8,700.00 | |||
| SUBTOT | $53,795.55 |
$3,204,989.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||