|
Report_Id: 121345 Est NO 0010 |
Date:09/16/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121345 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R., P.E. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 07/26/2013 TO 09/05/2013 | ||||||
| Date Approved | 09/16/2013 | ||||||
| Primary Proj Number | DE07000241245 | ||||||
| Project No. | FD04 SPP 070 0024 030-034 | ||||||
| Primary County | LIVINGSTON | ||||||
| Name of Road | PADUCAH-TENNESSEE STATE LINE ROAD (I-24) | ||||||
| Description | PADUCAH-TENNESSEE STATE LINE ROAD (I-24) | ||||||
| Date Let | 09/14/2012 | Formal Acceptance | |||||
| Date Awarded | 09/26/2012 | Date Work Began | 03/19/2013 | ||||
| Date Contract Executed | 10/17/2012 | Open To Traffic | |||||
| Date NTP Issued | 10/17/2012 | Actual Completion Date | |||||
| Current Contract Amount | $3,147,458.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,147,458.54 |
Total Earnings | $2,618,051.56 |
$2,610,254.67 |
$7,796.89 |
|
| Percent Complete | 83.18 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $529,406.98 |
Gross Earnings | $2,618,051.56 |
$2,610,254.67 |
$7,796.89 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,618,051.56 |
$2,610,254.67 |
$7,796.89 |
|||
| Contract Id | 121345 | Change Order Summary |
County | LIVINGSTON | ||||||
| Estimate Nbr | 0010 | Project Number | FD04 SPP 070 0024 030-034 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 07/26/2013 TO 09/05/2013 | |||||||
| 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 | 121345 | COMMONWEALTH OF KENTUCKY |
County | LIVINGSTON | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE07000241245 | ||||||
| Estimate Nbr | 0010 | Period | 07/26/2013 TO 09/05/2013 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE07000241245 | Fed/State Project Number | FD04 SPP 070 0024 030-034 | 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 | |
| 1001 | DGA BASE | 00001 | TON | 1,500.00 | 1,500.000 | 1,499.860 | 1,499.860 | 25.00 | 37,496.50 | |||
| 1002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24.00 | 24.000 | 22.050 | 22.050 | 92.41 | 2,037.64 | |||
| 1003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 888.00 | 888.000 | 290.940 | 290.940 | 63.80 | 18,561.97 | |||
| 1004 | ASPHALT SEAL COAT | 00103 | TON | 107.00 | 107.000 | 35.329 | 35.329 | 1,034.68 | 36,554.20 | |||
| 1005 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 2,841.00 | 2,841.000 | 2,612.780 | 2,612.780 | 74.50 | 194,652.11 | |||
| 1006 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 10,298.00 | 10,298.000 | 11,079.990 | 11,079.990 | 79.75 | 883,629.20 | |||
| 1007 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 13,139.00 | 13,139.000 | 14,784.940 | 14,784.940 | 19.10 | 282,392.35 | |||
| 1008 | PAVEMENT REPAIR (MINOR) | 20757ED | SQYD | 3,108.00 | 3,108.000 | 0.000 | 0.000 | 59.64 | 0.00 | |||
| 1009 | PAVEMENT REPAIR (MAJOR) | 20757ED | SQYD | 168.00 | 168.000 | 0.000 | 0.000 | 125.35 | 0.00 | |||
| 2001 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 150.00 | 150.000 | 100.000 | 100.000 | 70.00 | 7,000.00 | |||
| 2002 | REMOVE CURB | 01904 | LF | 7,526.00 | 7,526.000 | 2,240.000 | 2,240.000 | 1.00 | 2,240.00 | |||
| 2003 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 114.00 | 114.000 | 120.000 | 120.000 | 5.85 | 702.00 | |||
| 2004 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 40.00 | 40.000 | 38.000 | 38.000 | 5.85 | 222.30 | |||
| 2005 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
| 2006 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
| 2007 | FLOWABLE FILL | 02220 | CUYD | 17.00 | 17.000 | 9.000 | 9.000 | 218.66 | 1,967.94 | |||
| 2008 | DITCHING | 02237 | LF | 33,681.00 | 33,681.000 | 6,378.000 | 6,378.000 | 2.53 | 16,136.34 | |||
| 2009 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 625.00 | 625.000 | 575.000 | 575.000 | 23.75 | 13,656.25 | |||
| 2010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,216.00 | 22,160.00 | |||
| 2011 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,330.00 | 17,320.00 | |||
| 2012 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 3.000 | 4.000 | 1,770.00 | 1,770.00 | 7,080.00 | |
| 2013 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 588.00 | 6,468.00 | |||
| 2014 | REMOVE GUARDRAIL | 02381 | LF | 13,712.50 | 13,712.500 | 15,060.750 | 15,060.750 | 1.00 | 15,060.75 | |||
| 2015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
| 2016 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,570.00 | 0.00 | |||
| 2017 | CHANNEL LINING CLASS II | 02483 | TON | 1,278.00 | 1,278.000 | 1,281.520 | 1,281.520 | 25.60 | 32,806.91 | |||
| 2018 | CHANNEL LINING CLASS III | 02484 | TON | 388.00 | 388.000 | 248.950 | 248.950 | 27.16 | 6,761.48 | |||
| 2019 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 801.000 | 801.000 | 13.73 | 10,997.73 | |||
| 2020 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 2021 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 2022 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 13,000.00 | 52,000.00 | |||
| 2023 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 82,937.00 | 82,937.000 | 74,753.000 | 74,753.000 | 0.21 | 15,698.13 | |||
| 2024 | SHOULDERING | 02714 | LF | 15,000.00 | 15,000.000 | 26,390.800 | 26,390.800 | 0.50 | 13,195.40 | |||
| 2025 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 2026 | EROSION CONTROL BLANKET | 05950 | SQYD | 54,090.00 | 54,090.000 | 5,500.000 | 5,500.000 | 1.00 | 5,500.00 | |||
| 2027 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 100.00 | 100.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 2028 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 107.00 | 642.00 | |||
| 2029 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 172.00 | 172.000 | 68.000 | 68.000 | 25.00 | 1,700.00 | |||
| 2030 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 7.00 | 7.000 | 45.000 | 45.000 | 25.00 | 1,125.00 | |||
| 2031 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 2032 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,200.00 | 7,200.000 | 1,379.000 | 1,379.000 | 2.00 | 2,758.00 | |||
| 2033 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,600.00 | 3,600.000 | 1,037.000 | 1,037.000 | 2.00 | 2,074.00 | |||
| 2034 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 543.00 | 543.000 | 514.000 | 514.000 | 35.00 | 17,990.00 | |||
| 2035 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 103.00 | 103.000 | 98.000 | 98.000 | 35.00 | 3,430.00 | |||
| 2036 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 491.00 | 491.000 | 252.000 | 211.000 | 463.000 | 11.72 | 2,953.44 | 5,426.36 | |
| 2037 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,963.00 | 17,963.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2038 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 31,654.00 | 31,654.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2039 | JOINT ADHESIVE | 20071EC | LF | 67,720.00 | 67,720.000 | 67,512.000 | 67,512.000 | 0.63 | 42,532.56 | |||
| 2040 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 113.00 | 678.00 | |||
| 2041 | REPLACE GRATE | 20366NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,662.41 | 13,299.28 | |||
| 2042 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 2,000.00 | 2,000.000 | 1,164.000 | 1,164.000 | 30.00 | 34,920.00 | |||
| 2043 | EMBANKMENT | 21533EN | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 80.18 | 0.00 | |||
| 2044 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 12,825.00 | 12,825.000 | 13,923.250 | 13,923.250 | 16.30 | 226,948.97 | |||
| 2045 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 2046 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 47,737.00 | 47,737.000 | 94,520.000 | 94,520.000 | 0.58 | 54,821.60 | |||
| 2047 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 38,111.00 | 38,111.000 | 92,373.000 | 92,373.000 | 0.60 | 55,423.80 | |||
| 2048 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 1,194.00 | 1,194.000 | 1,550.000 | 1,550.000 | 2.00 | 3,100.00 | |||
| 2049 | SPECIAL HEADER CURB | 01877 | LF | 7,376.00 | 7,376.000 | 2,160.000 | 2,160.000 | 5.51 | 11,901.60 | |||
| 2050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 3001 | CULVERT PIPE-24 IN | 00464 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 104.48 | 0.00 | |||
| 3002 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 508.00 | 508.000 | 0.000 | 0.000 | 37.58 | 0.00 | |||
| 3003 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 668.67 | 0.00 | |||
| 3004 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 742.56 | 0.00 | |||
| 3005 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 730.68 | 0.00 | |||
| 3006 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 6,146.90 | 3,073.45 | 6,146.90 | |
| 3007 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 7,254.68 | 3,627.34 | |||
| 3008 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| Project | DE07000241245 | Fed/State Project Number | FD04 SPP 070 0024 030-034 | Category | 0004 BRIDGE | |||||||
| 4001 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 172.00 | 172.000 | 172.000 | 172.000 | 683.20 | 117,510.40 | |||
| 4002 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 51.87 | 0.00 | |||
| 4003 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 440.00 | 440.000 | 444.850 | 444.850 | 210.00 | 93,418.50 | |||
| Project | DE07000241245 | Fed/State Project Number | FD04 SPP 070 0024 030-034 | Category | 0005 MOBILIZATION / DEMOBILIZATION | |||||||
| 5001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 5002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 46,453.00 | 0.00 | |||
| SUBTOT | $7,796.89 |
$2,618,051.53 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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