|
Report_Id: 234208 Est NO 0003 |
Date:06/26/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234208 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) Friedlander, Paul J | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 05/20/2023 TO 06/02/2023 | ||||||
| Date Approved | 06/11/2023 | ||||||
| Primary Proj Number | 0104201292301 | ||||||
| Project No. | HSIP 9010(432) | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | KY HIGHWAY 129 (KY 129) | ||||||
| Description | FROM THE KY 94 INTERSECTION TO THE KY 2422 INTERSECTION REST RIPE AND REPLACE SIGNING. FROM THE KY 2422 INTERSECTION TO T | ||||||
| Date Let | 02/23/2023 | Formal Acceptance | |||||
| Date Awarded | 03/06/2023 | Date Work Began | 05/01/2023 | ||||
| Date Contract Executed | 04/18/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/18/2023 | Actual Completion Date | |||||
| Current Contract Amount | $3,215,477.67 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,215,477.67 |
Total Earnings | $280,624.76 |
$230,620.32 |
$50,004.44 |
|
| Percent Complete | 8.73 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,934,852.91 |
Gross Earnings | $280,624.76 |
$230,620.32 |
$50,004.44 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $280,624.76 |
$230,620.32 |
$50,004.44 |
|||
| Contract Id | 234208 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0003 | Project Number | HSIP 9010(432) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 05/20/2023 TO 06/02/2023 | |||||||
| 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 | 234208 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract Type | ASSH ASPHALT SHOULDERS | TRANSPORTATION CABINET |
Primary Project Number | 0104201292301 | ||||||
| Estimate Nbr | 0003 | Period | 05/20/2023 TO 06/02/2023 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | 0104201292301 | Fed/State Project Number | HSIP 9010(432) | 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 | 0104201292301 | Fed/State Project Number | HSIP 9010(432) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,279.00 | 2,279.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 389.00 | 389.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 128.00 | 128.000 | 0.000 | 0.000 | 130.77 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 1,153.98 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,401.00 | 4,401.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 583.00 | 583.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| Project | 0104201292301 | Fed/State Project Number | HSIP 9010(432) | Category | 0002 ROADWAY | |||||||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0045 | REMOVE PAVEMENT | 02091 | SQYD | 440.00 | 440.000 | 0.000 | 0.000 | 8.10 | 0.00 | |||
| 0050 | TEMP DITCH | 02159 | LF | 21,542.00 | 21,542.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 387.50 | 387.500 | 0.000 | 0.000 | 33.24 | 0.00 | |||
| 0060 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 63.25 | 0.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 71.43 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,827.67 | 0.00 | |||
| 0075 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 8.10 | 8.100 | 0.000 | 0.000 | 1,282.07 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS II | 02483 | TON | 139.00 | 139.000 | 0.000 | 0.000 | 118.69 | 0.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 200.000 | 200.000 | 9.70 | 1,940.00 | |||
| 0090 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 25.00 | 25.000 | 0.000 | 0.000 | 3.28 | 0.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC (GRAVES KY 129 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 81,359.04 | 40,679.52 | |||
| 0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,281.56 | 0.00 | |||
| 0105 | EDGELINE RUMBLE STRIPS | 02697 | LF | 43,084.00 | 43,084.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0110 | TEMP SILT FENCE | 02701 | LF | 21,542.00 | 21,542.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0115 | SILT TRAP TYPE B | 02704 | EACH | 72.00 | 72.000 | 1.000 | 0.000 | 1.000 | 250.00 | 250.00 | 250.00 | |
| 0120 | SILT TRAP TYPE C | 02705 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0125 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0135 | STAKING (GRAVES KY 129 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 20,000.00 | 10,000.00 | |||
| 0140 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,920.00 | 1,920.000 | 371.000 | 371.000 | 0.32 | 118.72 | |||
| 0150 | INITIAL FERTILIZER | 05963 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0155 | MAINTENANCE FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0160 | SEEDING AND PROTECTION | 05985 | SQYD | 38,560.00 | 38,560.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0165 | AGRICULTURAL LIMESTONE | 05992 | TON | 23.80 | 23.800 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0170 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 284.00 | 284.000 | 0.000 | 0.000 | 40.39 | 0.00 | |||
| 0175 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 16.00 | 16.000 | 0.000 | 0.000 | 43.33 | 0.00 | |||
| 0180 | STEEL POST TYPE 1 | 06410 | LF | 736.00 | 736.000 | 0.000 | 0.000 | 27.18 | 0.00 | |||
| 0185 | FOUNDATION PREPARATION (STA. 605+89, 10'X6' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,494.89 | 0.00 | |||
| 0190 | FOUNDATION PREPARATION (STA. 648+17, 8'X3' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,403.69 | 0.00 | |||
| 0195 | FOUNDATION PREPARATION (STA. 664+11, DBL 12'X8' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,276.72 | 0.00 | |||
| 0200 | FOUNDATION PREPARATION (STA. 737+07, 5'X3' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 36,132.23 | 18,066.11 | 18,066.11 | |
| 0205 | FOUNDATION PREPARATION (STA. 783+26, 6'X4' RCBC) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,277.25 | 38,277.25 | |||
| 0210 | FOUNDATION PREPARATION (STA. 812+14, 8'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,147.82 | 15,147.82 | |||
| 0215 | CONCRETE-CLASS A | 08100 | CUYD | 220.33 | 220.330 | 17.100 | 65.500 | 82.600 | 1,553.89 | 26,571.51 | 128,351.31 | |
| 0220 | STEEL REINFORCEMENT | 08150 | LB | 28,940.00 | 28,940.000 | 1,968.000 | 8,722.000 | 10,690.000 | 2.60 | 5,116.80 | 27,794.00 | |
| 0225 | GUARDRAIL-BRIDGE CASE II | 08808 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 141.24 | 0.00 | |||
| 0230 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,818.00 | 8,818.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0235 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 20,088.00 | 20,088.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | SHOULDER MILLING/TRENCHING (REVISED 2-22-23) | 20748ED | SQYD | 12,074.00 | 12,074.000 | 0.000 | 0.000 | 35.85 | 0.00 | |||
| 0245 | REMOVE SIGN | 21373ND | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 73.14 | 0.00 | |||
| 0250 | R/W MONUMENT TYPE 3 | 24540 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0255 | BARCODE SIGN INVENTORY | 24631EC | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 42.67 | 0.00 | |||
| 0260 | PAVE STRIPING-SPRAY THERMO-4 IN W | 24993EC | LF | 43,084.00 | 43,084.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0265 | PAVE STRIPING-SPRAY THERMO-4 IN Y | 24994EC | LF | 43,084.00 | 43,084.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0270 | ROADSIDE REGRADING | 26175EC | LF | 43,084.00 | 43,084.000 | 0.000 | 0.000 | 11.31 | 0.00 | |||
| Project | 0104201292301 | Fed/State Project Number | HSIP 9010(432) | Category | 0003 DRAINAGE | |||||||
| 0275 | ENTRANCE PIPE-18 IN | 00441 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 99.69 | 0.00 | |||
| 0280 | CULVERT PIPE-18 IN | 00462 | LF | 282.00 | 282.000 | 0.000 | 0.000 | 201.34 | 0.00 | |||
| 0285 | CULVERT PIPE-24 IN | 00464 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 222.64 | 0.00 | |||
| 0290 | CULVERT PIPE-30 IN | 00466 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 308.31 | 0.00 | |||
| 0295 | CULVERT PIPE-36 IN | 00468 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 439.46 | 0.00 | |||
| 0300 | REMOVE PIPE | 01310 | LF | 411.00 | 411.000 | 0.000 | 0.000 | 30.47 | 0.00 | |||
| 0305 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0310 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0315 | REMOVE HEADWALL | 02625 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 506.15 | 0.00 | |||
| 0320 | HEADWALL (SLOPED & MITERED CONCRETE FOR 18 INCH P | 24575ES610 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 3,150.00 | 0.00 | |||
| 0325 | HEADWALL (SLOPED & MITERED CONCRETE FOR 24 INCH P | 24575ES610 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0330 | HEADWALL (SLOPED & MITERED CONCRETE FOR 30 INCH P | 24575ES610 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,250.00 | 0.00 | |||
| 0335 | HEADWALL (SLOPED & MITERED CONCRETE FOR 36 INCH P | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| Project | 0104201292301 | Fed/State Project Number | HSIP 9010(432) | Category | 0004 DEMOBILIZATION | |||||||
| 0340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 47,100.00 | 0.00 | |||
| SUBTOT | $50,004.43 |
$280,624.73 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||