|
Report_Id: 245333 Est NO 0003 |
Date:07/22/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245333 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Stewart, Darren F | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 06/15/2024 TO 06/30/2024 | ||||||
| Date Approved | 07/10/2024 | ||||||
| Primary Proj Number | BR10510102300 | ||||||
| Project No. | STP BRZ 9030 (404) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | LEMONS MILL ROAD (CS 1010) | ||||||
| Description | REHABILITATE BRIDGE OVER NS RAILROAD (105C00112N) | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 05/21/2024 | ||||
| Date Contract Executed | 02/22/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/22/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,856,005.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,856,005.86 |
Total Earnings | $350,390.23 |
$263,320.22 |
$87,070.01 |
|
| Percent Complete | 21.11 |
Stockpiled Materials | $41,341.99 |
$41,341.99 |
$0.00 |
|
| Funds Available | $1,464,273.64 |
Gross Earnings | $391,732.22 |
$304,662.21 |
$87,070.01 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $391,732.22 |
$304,662.21 |
$87,070.01 |
|||
| Contract Id | 245333 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 9030 (404) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 06/15/2024 TO 06/30/2024 | |||||||
| 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 | 245333 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR10510102300 | ||||||
| Estimate Nbr | 0003 | Period | 06/15/2024 TO 06/30/2024 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | BR10510102300 | Fed/State Project Number | STP BRZ 9030 (404) | 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 | BR10510102300 | Fed/State Project Number | STP BRZ 9030 (404) | Category | 0001 BRIDGE - 105C00112N | |||||||
| 0005 | DGA BASE | 00001 | TON | 162.00 | 162.000 | 0.000 | 0.000 | 85.29 | 0.00 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 333.33 | 0.00 | |||
| 0020 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,169.28 | 0.00 | |||
| 0025 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 198.00 | 198.000 | 0.000 | 0.000 | 92.39 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 22.51 | 0.00 | |||
| 0035 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,964.74 | 0.00 | |||
| 0040 | GRANULAR EMBANKMENT | 02223 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 133.87 | 0.00 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 87.50 | 87.500 | 0.000 | 0.000 | 80.16 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,973.30 | 0.00 | |||
| 0055 | REMOVE GUARDRAIL | 02381 | LF | 148.00 | 148.000 | 148.000 | 148.000 | 6.37 | 942.76 | |||
| 0060 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 41.36 | 0.00 | |||
| 0065 | CHANNEL LINING CLASS II | 02483 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 137.66 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,840.90 | 7,840.90 | |||
| 0075 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 68.69 | 0.00 | |||
| 0080 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 12.00 | 12.000 | 0.000 | 0.000 | 15.01 | 0.00 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 7,121.06 | 1,780.26 | |||
| 0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,173.32 | 8,346.64 | |||
| 0095 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,023.12 | 0.00 | |||
| 0100 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 108.01 | 0.00 | |||
| 0105 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,381.28 | 0.00 | |||
| 0110 | CONCRETE-CLASS A | 08100 | CUYD | 157.30 | 157.300 | 0.000 | 0.000 | 2,633.06 | 0.00 | |||
| 0115 | CONCRETE-CLASS AA | 08104 | CUYD | 62.00 | 62.000 | 0.000 | 0.000 | 2,348.89 | 0.00 | |||
| 0120 | STEEL REINFORCEMENT | 08150 | LB | 15,290.00 | 15,290.000 | 0.000 | 0.000 | 4.24 | 0.00 | |||
| 0125 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,587.00 | 8,587.000 | 0.000 | 0.000 | 4.39 | 0.00 | |||
| 0130 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 163,160.89 | 163,160.89 | |||
| 0135 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 342.32 | 0.00 | |||
| 0140 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 476.00 | 476.000 | 195.010 | 0.000 | 195.010 | 446.49 | 87,070.01 | 87,070.01 | |
| 0145 | BRIDGE CHAIN LINK FENCE-10 FT | 08714 | LF | 222.00 | 222.000 | 0.000 | 0.000 | 201.21 | 0.00 | |||
| 0150 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,280.25 | 0.00 | |||
| 0155 | CONCRETE SEALING | 23378EC | SQFT | 6,520.00 | 6,520.000 | 0.000 | 0.000 | 1.27 | 0.00 | |||
| 0160 | CONCRETE COATING APPROX 4859 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,524.50 | 0.00 | |||
| 0165 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 222.00 | 222.000 | 0.000 | 0.000 | 287.06 | 0.00 | |||
| 0170 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,928.94 | 0.00 | |||
| 0175 | GALVANIC ANODE | 26141EC | EACH | 204.00 | 204.000 | 0.000 | 0.000 | 180.68 | 0.00 | |||
| 0190 | RAILROAD COORDINATION (ADDED 1-23-24) | 24665EX | LS | 1.00 | 1.000 | 0.330 | 0.330 | 246,208.37 | 81,248.76 | |||
| Project | BR10510102300 | Fed/State Project Number | STP BRZ 9030 (404) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0180 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 59,056.36 | 0.00 | |||
| 0185 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,841.00 | 0.00 | |||
| SUBTOT | $87,070.01 |
$350,390.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0135-1-0I |
BOX BEAM, B | LF |
294.00 | 0001 | $148.020000 | $41,341.99 | ||||||
| SUBTOT | $41,341.99 |
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