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Report_Id: 211344 Est NO 0002 |
Date:06/10/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211344 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Krimple, Russell | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 05/06/2022 TO 05/19/2022 | ||||||
| Date Approved | 05/27/2022 | ||||||
| Primary Proj Number | DE07300602144 | ||||||
| Project No. | HSIP 0601 (210) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | CLARKS RIVER ROAD (US 60) | ||||||
| Description | CONSTRUCT TWO WAY LEFT TURN LANE ALONG US60/US62 | ||||||
| Date Let | 11/19/2021 | Formal Acceptance | |||||
| Date Awarded | 12/01/2021 | Date Work Began | 03/31/2022 | ||||
| Date Contract Executed | 01/07/2022 | Open To Traffic | |||||
| Date NTP Issued | 01/07/2022 | Actual Completion Date | |||||
| Current Contract Amount | $897,900.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $897,900.79 |
Total Earnings | $376,950.46 |
$83,576.08 |
$293,374.38 |
|
| Percent Complete | 41.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $520,950.33 |
Gross Earnings | $376,950.46 |
$83,576.08 |
$293,374.38 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $376,950.46 |
$83,576.08 |
$293,374.38 |
|||
| Contract Id | 211344 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0002 | Project Number | HSIP 0601 (210) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 05/06/2022 TO 05/19/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt_Lot Pay Adj Override | Approved | 03/23/2022 | $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 | 211344 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | ASNW ASPHALT SURFACING NEW CONSTRUCTION | TRANSPORTATION CABINET |
Primary Project Number | DE07300602144 | ||||||
| Estimate Nbr | 0002 | Period | 05/06/2022 TO 05/19/2022 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | DE07300602144 | Fed/State Project Number | HSIP 0601 (210) | 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 | DE07300602144 | Fed/State Project Number | HSIP 0601 (210) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 2,495.00 | 2,495.000 | 2,650.810 | 0.000 | 2,650.810 | 30.00 | 79,524.30 | 79,524.30 | |
| 0010 | LEVELING & WEDGING PG76-22 | 00194 | TON | 803.00 | 803.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,884.00 | 2,884.000 | 1,532.330 | 0.000 | 1,532.330 | 68.00 | 104,198.44 | 104,198.44 | |
| 0020 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,193.00 | 1,193.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0025 | CL3 ASPH SURF 0.50B PG76-22 (REVISED 11-3-2021) | 00326 | TON | 1,801.00 | 1,801.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 676.00 | 676.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 8.10 | 8.100 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE07300602144 | Fed/State Project Number | HSIP 0601 (210) | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 243.00 | 243.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0045 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0050 | FILL AND CAP INLET | 01717 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,000.00 | 4,000.00 | 4,000.00 | |
| 0055 | TEMP DITCH | 02159 | LF | 29.00 | 29.000 | 29.000 | 0.000 | 29.000 | 3.00 | 87.00 | 87.00 | |
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 962.00 | 962.000 | 962.000 | 0.000 | 962.000 | 40.00 | 38,480.00 | 38,480.00 | |
| 0065 | WATER | 02242 | MGAL | 28.00 | 28.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING (APPR. 5 SQ YDS) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0075 | TEMPORARY SIGNS | 02562 | SQFT | 128.00 | 128.000 | 128.000 | 128.000 | 8.11 | 1,038.08 | |||
| 0080 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 19,200.00 | 19,200.000 | 19,200.000 | 0.000 | 19,200.000 | 2.32 | 44,544.00 | 44,544.00 | |
| 0090 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 11.00 | 11.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0095 | REMOVE HEADWALL | 02625 | EACH | 16.00 | 16.000 | 16.000 | 0.000 | 16.000 | 315.04 | 5,040.64 | 5,040.64 | |
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 18,000.00 | 9,000.00 | |||
| 0105 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0110 | SAFELOADING | 02690 | CUYD | 94.00 | 94.000 | 0.000 | 0.000 | 253.98 | 0.00 | |||
| 0115 | SHOULDER RUMBLE STRIPS | 02696 | LF | 4,017.00 | 4,017.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0120 | TEMP SILT FENCE | 02701 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 3.93 | 0.00 | |||
| 0125 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,000.00 | 15,000.00 | 15,000.00 | |
| 0140 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 250.00 | 500.00 | 500.00 | |
| 0145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 50.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0150 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,216.00 | 5,216.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,634.00 | 4,634.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0165 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0170 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| Project | DE07300602144 | Fed/State Project Number | HSIP 0601 (210) | Category | 0003 DRAINAGE | |||||||
| 0175 | CULVERT PIPE-12 IN | 00460 | LF | 14.00 | 14.000 | 12.500 | 12.500 | 120.00 | 1,500.00 | |||
| 0180 | CULVERT PIPE-15 IN | 00461 | LF | 14.00 | 14.000 | 12.500 | 12.500 | 135.00 | 1,687.50 | |||
| 0185 | DROP BOX INLET TYPE 12A | 01550 | LF | 115.00 | 115.000 | 107.910 | 107.910 | 550.00 | 59,350.50 | |||
| Project | DE07300602144 | Fed/State Project Number | HSIP 0601 (210) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,300.00 | 0.00 | |||
| SUBTOT | $293,374.38 |
$376,950.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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