|
Report_Id: 101319 Est NO 0028 |
Date:08/19/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101319 | Estimate Number | 0028 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Leonard, Jordan A. | ||||||
| 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 | 08/24/2012 TO 08/08/2013 | ||||||
| Date Approved | 08/19/2013 | ||||||
| Primary Proj Number | DE00402861019 | ||||||
| Project No. | JL03 004 0286 004-007 | ||||||
| Primary County | BALLARD | ||||||
| Name of Road | WICKLIFFE - GAGE ROAD (KY 286) | ||||||
| Description | STRAIGHTEN TWO CURVES ON KY 286 5.0 MILES EAST OF WICKLIFFE | ||||||
| Date Let | 07/30/2010 | Formal Acceptance | 07/19/2012 | ||||
| Date Awarded | 08/10/2010 | Date Work Began | 08/18/2010 | ||||
| Date Contract Executed | 08/18/2010 | Open To Traffic | 04/12/2012 | ||||
| Date NTP Issued | 08/18/2010 | Actual Completion Date | 04/12/2012 | ||||
| Current Contract Amount | $4,074,458.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,931,095.56 |
Total Earnings | $4,035,120.92 |
$3,998,330.68 |
$36,790.24 |
|
| Percent Complete | 99.03 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $39,338.06 |
Gross Earnings | $4,035,120.92 |
$3,998,330.68 |
$36,790.24 |
|
| Total Change Orders | $143,363.42 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,035,120.92 |
$3,998,330.68 |
$36,790.24 |
|||
| Contract Id | 101319 | Change Order Summary |
County | BALLARD | ||||||
| Estimate Nbr | 0028 | Project Number | JL03 004 0286 004-007 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 08/24/2012 TO 08/08/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pipe Deflection Deduction Override | Approved | 07/26/2011 | $0.00 | 0.0 | |||||
| 002 | Establish Additional Erosion Control Items; Qty Adjustments | Approved | 02/03/2012 | $143,363.42 | 5.0 | |||||
| 003 | Non Spec Material Fabric-GeotextileType 1 | Approved | 01/13/2012 | $0.00 | 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 | 101319 | COMMONWEALTH OF KENTUCKY |
County | BALLARD | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00402861019 | ||||||
| Estimate Nbr | 0028 | Period | 08/24/2012 TO 08/08/2013 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE00402861019 | Fed/State Project Number | JL03 004 0286 004-007 | 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 | |
| 2000 | EMBANKMENT IN PLACE | 02230 | CUYD | 314,223.00 | 317,308.184 | 317,308.184 | 317,308.184 | 2.50 | 793,270.46 | |||
| 2001 | CLEARING AND GRUBBING (44 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 2002 | EDGE KEY | 02585 | LF | 122.00 | 100.000 | 100.000 | 100.000 | 50.00 | 5,000.00 | |||
| 2003 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,840.00 | 44,086.000 | 44,086.000 | 44,086.000 | 0.32 | 14,107.52 | |||
| 2004 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 11,799.00 | 21,602.000 | 21,602.000 | 21,602.000 | 0.25 | 5,400.50 | |||
| 2005 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 185.00 | 135.000 | 135.000 | 135.000 | 3.50 | 472.50 | |||
| 2006 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 71.00 | 36.000 | 36.000 | 36.000 | 10.00 | 360.00 | |||
| 2007 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 0.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 2008 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 722.000 | 722.000 | 722.000 | 1.10 | 794.20 | |||
| 2009 | WATER | 02242 | MGAL | 1,752.00 | 1,600.000 | 1,600.000 | 1,600.000 | 0.52 | 832.00 | |||
| 2010 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 18,000.00 | 900.00 | 18,000.00 | |
| 2011 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 30,000.00 | 1,500.00 | 30,000.00 | |
| 2012 | SILT TRAP TYPE A | 02703 | EACH | 55.00 | 7.000 | 7.000 | 7.000 | 256.47 | 1,795.29 | |||
| 2013 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 165.00 | 3.000 | 3.000 | 3.000 | 170.98 | 512.94 | |||
| 2014 | TEMP MULCH | 05952 | SQYD | 15,000.00 | 176,057.000 | 176,057.000 | 176,057.000 | 0.20 | 35,211.40 | |||
| 2015 | TEMP SILT FENCE | 02701 | LF | 7,500.00 | 4,350.000 | 4,350.000 | 4,350.000 | 1.58 | 6,873.00 | |||
| 2016 | CLEAN TEMP SILT FENCE | 02709 | LF | 7,500.00 | 0.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 2017 | SEEDING AND PROTECTION | 05985 | SQYD | 148,557.00 | 148,557.000 | 136,338.247 | 136,338.247 | 0.25 | 34,084.56 | |||
| 2018 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 14,856.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 2019 | TOPDRESSING FERTILIZER | 05966 | TON | 8.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 2020 | CHANNEL LINING CLASS II | 02483 | TON | 14,700.00 | 17,206.480 | 7.290 | 17,634.710 | 17,642.000 | 22.78 | 166.06 | 401,884.76 | |
| 2021 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #1) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,496.30 | 7,496.30 | |||
| 2022 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #2) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,496.30 | 7,496.30 | |||
| 2023 | CHANNEL LINING CLASS III | 02484 | TON | 10,620.00 | 0.000 | 0.000 | 0.000 | 22.78 | 0.00 | |||
| 2024 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 19,247.00 | 21,500.000 | 21,500.000 | 21,500.000 | 1.31 | 28,165.00 | |||
| 2025 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 67.00 | 67.000 | 67.000 | 67.000 | 100.00 | 6,700.00 | |||
| 2026 | TEMP GUARDRAIL | 02397 | LF | 1,217.50 | 1,762.500 | 1,762.500 | 1,762.500 | 10.50 | 18,506.25 | |||
| 2027 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 800.00 | 8,000.00 | |||
| 2028 | SCARIFYING AND RESHAPING | 02710 | SQYD | 14,749.00 | 13,274.100 | 13,274.100 | 13,274.100 | 0.30 | 3,982.23 | |||
| 2029 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 114.00 | 6,637.670 | 6,637.666 | 6,637.666 | 4.20 | 27,878.19 | |||
| 2030 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 2031 | SIGNS | 02562 | SQFT | 530.87 | 595.905 | 595.900 | 595.900 | 10.97 | 6,537.02 | |||
| 2032 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 950.00 | 1,073.800 | 1,073.800 | 1,073.800 | 5.50 | 5,905.90 | |||
| 2035 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 8.000 | 8.000 | 8.000 | 701.01 | 5,608.08 | |||
| 8000 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 0.001 | -1,661.430 | -1,661.430 | 1.00 | -1,661.43 | |||
| 8001 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 17,235.000 | 16,418.753 | 16,418.753 | 1.23 | 20,195.06 | |||
| 8003 | DESIGN DIVERSION #1 DESIGN CHANGE | 21512NS | DOLL | 0.00 | 15,000.000 | 15,000.000 | 15,000.000 | 1.00 | 15,000.00 | |||
| 8004 | CRUSHED AGGREGATE SIZE NO 3 #3 ROCK | 00069 | TON | 0.00 | 11,562.770 | 153.380 | 11,562.770 | 11,716.150 | 22.78 | 3,493.99 | 266,893.89 | |
| 8005 | NON-SPEC MATERIAL Fabric-Geotextile Type 1 | 10070NS | DOLL | 0.00 | 0.001 | -4,212.175 | -4,212.175 | 1.00 | -4,212.17 | |||
| Project | DE00402861019 | Fed/State Project Number | JL03 004 0286 004-007 | Category | 0003 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-24 IN | 00464 | LF | 334.00 | 314.000 | 314.000 | 314.000 | 43.33 | 13,605.62 | |||
| 3002 | CULVERT PIPE-36 IN | 00468 | LF | 209.00 | 209.000 | 209.000 | 209.000 | 73.19 | 15,296.71 | |||
| 3003 | CULVERT PIPE-42 IN | 00469 | LF | 181.00 | 181.000 | 181.000 | 181.000 | 94.25 | 17,059.25 | |||
| 3004 | CULVERT PIPE-48 IN | 00470 | LF | 278.00 | 318.000 | 318.000 | 318.000 | 111.05 | 35,313.90 | |||
| 3005 | CULVERT PIPE-54 IN | 00471 | LF | 156.00 | 156.000 | 156.000 | 156.000 | 135.41 | 21,123.96 | |||
| 3006 | CULVERT PIPE-60 IN | 00472 | LF | 214.00 | 214.000 | 214.000 | 214.000 | 170.65 | 36,519.10 | |||
| 3007 | CULVERT PIPE-66 IN | 00473 | LF | 527.00 | 527.000 | 527.000 | 527.000 | 224.39 | 118,253.53 | |||
| 3008 | ENTRANCE PIPE-15 IN | 00440 | LF | 32.00 | 40.000 | 40.000 | 40.000 | 19.52 | 780.80 | |||
| 3009 | ENTRANCE PIPE-18 IN | 00441 | LF | 157.00 | 157.000 | 157.000 | 157.000 | 22.36 | 3,510.52 | |||
| 3010 | ENTRANCE PIPE-24 IN | 00443 | LF | 199.00 | 199.000 | 199.000 | 199.000 | 31.25 | 6,218.75 | |||
| 3011 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,345.40 | 2,690.80 | |||
| 3012 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 382.77 | 1,913.85 | |||
| 3013 | PERFORATED PIPE-6 IN | 01001 | LF | 120.00 | 230.000 | 230.000 | 230.000 | 28.90 | 6,647.00 | |||
| 3016 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 32.00 | 50.000 | 50.000 | 50.000 | 10.99 | 549.50 | |||
| 3017 | CONCRETE-CLASS A | 08100 | CUYD | 79.97 | 79.970 | 79.970 | 79.970 | 645.75 | 51,640.62 | |||
| 3018 | STEEL REINFORCEMENT | 08150 | LB | 5,711.00 | 5,711.000 | 5,711.000 | 5,711.000 | 0.73 | 4,169.03 | |||
| 8002 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 110.00 | 5,500.00 | |||
| Project | DE00402861019 | Fed/State Project Number | JL03 004 0286 004-007 | Category | 0009 MOBILIZATION / DEMOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 57,265.00 | 28,632.50 | 28,632.50 | |
| Project | DE00402861019 | Fed/State Project Number | JL03 004 0286 004-007 | Category | 0011 PAVING | |||||||
| 1101 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,209.00 | 3,328.930 | 3,328.930 | 3,328.930 | 68.00 | 226,367.24 | |||
| 1103 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 0.000 | 0.000 | 0.000 | 177.08 | 0.00 | |||
| 1104 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,206.00 | 15,066.130 | 15,058.130 | 15,058.130 | 62.00 | 933,604.06 | |||
| 1105 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,379.00 | 0.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1107 | CRUSHED STONE BASE | 00003 | TON | 18,864.00 | 20,500.000 | 100.040 | 20,347.140 | 20,447.180 | 20.50 | 2,050.82 | 419,167.19 | |
| 1108 | ASPHALT SEAL AGGREGATE | 00100 | TON | 169.00 | 64.570 | 64.570 | 64.570 | 64.24 | 4,147.97 | |||
| 1109 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 20.30 | 9.190 | 9.190 | 9.190 | 819.78 | 7,533.77 | |||
| 1110 | FUEL ADJUSTMENT (ADDED: 7-27-10) | 10020NS | DOLL | 20,541.00 | 80,541.000 | 46.850 | 77,040.770 | 77,087.620 | 1.00 | 46.85 | 77,087.62 | |
| 1111 | ASPHALT ADJUSTMENT (ADDED: 7-27-10) | 10030NS | DOLL | 35,629.00 | 35,629.000 | 26,472.750 | 26,472.750 | 1.00 | 26,472.75 | |||
| SUBTOT | $36,790.23 |
$4,035,120.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||