|
ContID 252940 EST NO 0001 |
Date:05/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 252940 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | PADUCAH (01300) Friedlander, Paul J. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | MARS ADDR SN 0 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 03/05/2025 TO 05/16/2025 | ||||||
| Date Approved | 05/20/2025 | ||||||
| Primary Proj Number | MB07202952501 | ||||||
| Project No. | FE02 072 0295 B00013N | ||||||
| Primary County | LYON | ||||||
| Name of Road | STATE HWY 295 (KY 295) | ||||||
| Description | BRIDGE 072B00013N OVER LIVINGSTON CREEK AT MP 09.42 | ||||||
| Date Let | 02/20/2025 | Formal Acceptance | |||||
| Date Awarded | 03/04/2025 | Date Work Began | 05/02/2025 | ||||
| Date Contract Executed | 03/05/2025 | Open To Traffic | |||||
| Date NTP Issued | 03/05/2025 | Actual Completion Date | |||||
| Current Contract Amount | $1,236,635.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,236,635.13 |
Total Earnings | $105,270.90 |
$0.00 |
$105,270.90 |
|
| Percent Complete | 8.51 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,131,364.23 |
Gross Earnings | $105,270.90 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $105,270.90 |
$0.00 |
105,270.90 |
|||
| Contract Id | 252940 | Change Order Summary |
County | LYON | ||||||
| Estimate Nbr | 0001 | Project Number | FE02 072 0295 B00013N | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 03/05/2025 TO 05/16/2025 | |||||||
| 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 | 252940 | COMMONWEALTH OF KENTUCKY |
County | LYON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB07202952501 | ||||||
| Estimate Nbr | 0001 | Period | 03/05/2025 TO 05/16/2025 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | MB07202952501 | Fed/State Project Number | FE02 072 0295 B00013N | 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 | MB07202952501 | Fed/State Project Number | FE02 072 0295 B00013N | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 173.00 | 173.000 | 0.000 | 0.000 | 53.14 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 346.00 | 346.000 | 0.000 | 0.000 | 38.33 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.70 | 3.700 | 0.000 | 0.000 | 571.27 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 2,056.50 | 0.00 | |||
| 0025 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 14.40 | 14.400 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 40.40 | 40.400 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0035 | FABRIC-GEOTEXTILE CLASS 1 (AT TOP) | 02602 | SQYD | 502.00 | 502.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0040 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 502.00 | 502.000 | 0.000 | 0.000 | 4.15 | 0.00 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 210.00 | 210.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.60 | 0.600 | 0.000 | 0.000 | 995.60 | 0.00 | |||
| Project | MB07202952501 | Fed/State Project Number | FE02 072 0295 B00013N | Category | 0002 ROADWAY | |||||||
| 0055 | EMBANKMENT IN PLACE (REVISED 2-4-25) | 02230 | CUYD | 2,913.00 | 2,913.000 | 0.000 | 0.000 | 30.60 | 0.00 | |||
| 0060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 183.00 | 183.000 | 0.000 | 0.000 | 65.19 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 33.66 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,523.50 | 0.00 | |||
| 0075 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 64.48 | 0.00 | |||
| 0080 | CLEARING AND GRUBBING - (0.14 acres) | 02545 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,777.38 | 7,777.38 | 7,777.38 | |
| 0085 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 95.20 | 0.00 | |||
| 0090 | TEMP SILT FENCE | 02701 | LF | 637.00 | 637.000 | 0.000 | 0.000 | 1.99 | 0.00 | |||
| 0095 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 161.55 | 0.00 | |||
| 0100 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 69.61 | 0.00 | |||
| 0105 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0110 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 39,493.52 | 39,493.52 | 39,493.52 | |
| 0115 | INITIAL FERTILIZER | 05963 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0120 | MAINTENANCE FERTILIZER | 05964 | TON | 0.04 | 0.040 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0125 | SEEDING AND PROTECTION | 05985 | SQYD | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0130 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 52.60 | 0.00 | |||
| 0140 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 879.96 | 0.00 | |||
| 0145 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,122.27 | 0.00 | |||
| Project | MB07202952501 | Fed/State Project Number | FE02 072 0295 B00013N | Category | 0003 BRIDGE - B000013N | |||||||
| 0150 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 490.40 | 490.400 | 0.000 | 0.000 | 61.01 | 0.00 | |||
| 0155 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 62.16 | 0.00 | |||
| 0160 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,480.17 | 0.00 | |||
| 0165 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 434.00 | 434.000 | 0.000 | 0.000 | 30.68 | 0.00 | |||
| 0170 | TEST PILES | 08033 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 335.79 | 0.00 | |||
| 0175 | PILES-STEEL HP14X89 | 08051 | LF | 803.00 | 803.000 | 0.000 | 0.000 | 83.31 | 0.00 | |||
| 0180 | PILE POINTS-14 IN | 08095 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 204.69 | 0.00 | |||
| 0185 | CONCRETE-CLASS A | 08100 | CUYD | 75.20 | 75.200 | 0.000 | 0.000 | 718.28 | 0.00 | |||
| 0190 | CONCRETE-CLASS AA | 08104 | CUYD | 161.40 | 161.400 | 0.000 | 0.000 | 1,034.13 | 0.00 | |||
| 0195 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 33,374.00 | 33,374.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| 0200 | CONCRETE SEALING | 23378EC | SQFT | 9,464.00 | 9,464.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0205 | DECK DRAIN | 23813EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 513.48 | 0.00 | |||
| 0210 | PPC I-BEAM HN 54 49 | 24463ED | LF | 546.00 | 546.000 | 0.000 | 0.000 | 677.33 | 0.00 | |||
| 0215 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 276.00 | 276.000 | 0.000 | 0.000 | 117.34 | 0.00 | |||
| 0220 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | MB07202952501 | Fed/State Project Number | FE02 072 0295 B00013N | Category | 0004 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0225 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 58,000.00 | 58,000.00 | 58,000.00 | |
| 0230 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,450.00 | 0.00 | |||
| SUBTOT | $105,270.90 |
$105,270.900 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||