|
ContID 245356 EST NO 0001 |
Date:05/07/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245356 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05300) Nelson, Steven Blake | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | MARS ADDR SN 0 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 08/22/2024 TO 05/01/2025 | ||||||
| Date Approved | 05/06/2025 | ||||||
| Primary Proj Number | BR05610042400 | ||||||
| Project No. | STP BRZ 9030 (473) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | CR 1004 | ||||||
| Description | REPLACE BRIDGE ON CLARK STATION ROAD OVER SOUTH LONG RN (056 C00091N) | ||||||
| Date Let | 07/18/2024 | Formal Acceptance | |||||
| Date Awarded | 07/30/2024 | Date Work Began | 04/21/2025 | ||||
| Date Contract Executed | 08/22/2024 | Open To Traffic | |||||
| Date NTP Issued | 08/22/2024 | Actual Completion Date | |||||
| Current Contract Amount | $845,100.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $845,100.00 |
Total Earnings | $151,072.50 |
$0.00 |
$151,072.50 |
|
| Percent Complete | 17.88 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $694,027.50 |
Gross Earnings | $151,072.50 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $151,072.50 |
$0.00 |
151,072.50 |
|||
| Contract Id | 245356 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (473) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 08/22/2024 TO 05/01/2025 | |||||||
| 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 | 245356 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05610042400 | ||||||
| Estimate Nbr | 0001 | Period | 08/22/2024 TO 05/01/2025 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | BR05610042400 | Fed/State Project Number | STP BRZ 9030 (473) | 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 | BR05610042400 | Fed/State Project Number | STP BRZ 9030 (473) | Category | 0001 BRIDGE - 056C00091N | |||||||
| 0005 | DGA BASE | 00001 | TON | 225.00 | 225.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 182.00 | 182.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0035 | ENTRANCE PIPE-18 IN | 00441 | LF | 147.00 | 147.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0040 | REMOVE PIPE | 01310 | LF | 147.00 | 147.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0050 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0055 | GRANULAR EMBANKMENT | 02223 | CUYD | 126.00 | 126.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 110.00 | 110.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 284.00 | 284.000 | 298.750 | 0.000 | 298.750 | 22.00 | 6,572.50 | 6,572.50 | |
| 0085 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 98.00 | 98.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 30,000.00 | 15,000.00 | 15,000.00 | |
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 157.000 | 0.000 | 157.000 | 5.00 | 785.00 | 785.00 | |
| 0105 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 498.00 | 498.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.000 | 0.300 | 55,000.00 | 16,500.00 | 16,500.00 | |
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,000.00 | 2,000.00 | 2,000.00 | |
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.000 | 0.300 | 10,000.00 | 3,000.00 | 3,000.00 | |
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 90,000.00 | 90,000.00 | 90,000.00 | |
| 0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0140 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,128.00 | 1,128.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0145 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 30,000.00 | 15,000.00 | 15,000.00 | |
| 0150 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 400.00 | 400.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0155 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 400.00 | 400.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0160 | PRE-DRILLING FOR PILES | 08039 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 468.00 | 0.00 | |||
| 0165 | PILES-STEEL HP12X53 | 08046 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0170 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0175 | CONCRETE-CLASS A | 08100 | CUYD | 39.00 | 39.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0180 | CONCRETE-CLASS AA | 08104 | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0185 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,000.00 | 8,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 462.00 | 462.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0195 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.000 | 0.200 | 5,000.00 | 1,000.00 | 1,000.00 | |
| 0200 | SNOW FENCE | 21476ED | LF | 1,682.00 | 1,682.000 | 243.000 | 0.000 | 243.000 | 5.00 | 1,215.00 | 1,215.00 | |
| 0205 | CONCRETE SEALING | 23378EC | SQFT | 4,250.00 | 4,250.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0210 | DECK DRAIN | 23813EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 590.00 | 0.00 | |||
| 0215 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 154.00 | 154.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0220 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,002.00 | 0.00 | |||
| 0225 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,404.00 | 0.00 | |||
| Project | BR05610042400 | Fed/State Project Number | STP BRZ 9030 (473) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0230 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,587.60 | 0.00 | |||
| SUBTOT | $151,072.50 |
$151,072.500 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||