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Report_Id: 245334 Est NO 0007 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245334 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 09/20/2024 TO 10/03/2024 | ||||||
| Date Approved | 10/14/2024 | ||||||
| Primary Proj Number | BR05400702400 | ||||||
| Project No. | STP BRZ 9030 (446) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | KY 70 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 70 OVER RICHLAND CREEK (054B00089 N) | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 06/17/2024 | ||||
| Date Contract Executed | 02/22/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/22/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,459,169.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,459,169.86 |
Total Earnings | $911,792.62 |
$542,993.91 |
$368,798.71 |
|
| Percent Complete | 62.49 |
Stockpiled Materials | $0.00 |
$197,555.27 |
$-197,555.27 |
|
| Funds Available | $547,377.24 |
Gross Earnings | $911,792.62 |
$740,549.18 |
$171,243.44 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $911,792.62 |
$740,549.18 |
$171,243.44 |
|||
| Contract Id | 245334 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0007 | Project Number | STP BRZ 9030 (446) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 09/20/2024 TO 10/03/2024 | |||||||
| 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 | 245334 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05400702400 | ||||||
| Estimate Nbr | 0007 | Period | 09/20/2024 TO 10/03/2024 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | BR05400702400 | Fed/State Project Number | STP BRZ 9030 (446) | 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 | BR05400702400 | Fed/State Project Number | STP BRZ 9030 (446) | Category | 0001 BRIDGE - 054B00089N | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 847.00 | 847.000 | 0.000 | 0.000 | 56.13 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 38.46 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 437.24 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.46 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 827.00 | 827.000 | 0.000 | 0.000 | 112.39 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 127.00 | 127.000 | 0.000 | 0.000 | 180.99 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 817.84 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 16.45 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION Inlcudes 1267 CUYD for benching | 02200 | CUYD | 1,983.00 | 1,983.000 | 0.000 | 0.000 | 12.44 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 325.00 | 325.000 | 0.000 | 0.000 | 37.19 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 90.04 | 0.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,580.37 | 0.00 | |||
| 0065 | REMOVE GUARDRAIL | 02381 | LF | 225.00 | 225.000 | 304.500 | 304.500 | 4.68 | 1,425.06 | |||
| 0070 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 161.54 | 0.00 | |||
| 0075 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 129.23 | 0.00 | |||
| 0080 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,917.63 | 5,917.63 | |||
| 0085 | EDGE KEY | 02585 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 45.42 | 0.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 110,843.32 | 83,132.49 | |||
| 0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,663.93 | 5,327.86 | |||
| 0100 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.525 | 0.525 | 3,530.12 | 1,853.31 | |||
| 0105 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 53,698.43 | 40,273.82 | |||
| 0110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 91.74 | 0.00 | |||
| 0115 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,660.00 | 1,660.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 0120 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,377.71 | 125,377.71 | |||
| 0125 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 287.00 | 287.000 | 97.080 | 97.080 | 63.61 | 6,175.25 | |||
| 0130 | TEST PILES | 08033 | LF | 185.00 | 185.000 | 85.000 | 85.000 | 95.83 | 8,145.55 | |||
| 0135 | PILES-STEEL HP12X53 | 08046 | LF | 339.00 | 339.000 | 170.750 | 143.410 | 314.160 | 103.27 | 17,633.35 | 32,443.30 | |
| 0140 | PILES-STEEL HP14X89 | 08051 | LF | 580.00 | 580.000 | 592.760 | 592.760 | 110.83 | 65,695.59 | |||
| 0145 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 196.63 | 1,966.30 | |||
| 0150 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 227.07 | 3,633.12 | |||
| 0155 | CONCRETE-CLASS A | 08100 | CUYD | 134.00 | 134.000 | 134.000 | 134.000 | 1,094.47 | 146,658.98 | |||
| 0160 | CONCRETE-CLASS AA | 08104 | CUYD | 75.40 | 75.400 | 0.000 | 0.000 | 1,137.91 | 0.00 | |||
| 0165 | STEEL REINFORCEMENT | 08150 | LB | 11,978.00 | 11,978.000 | 11,978.000 | 11,978.000 | 1.84 | 22,039.52 | |||
| 0170 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 14,003.00 | 14,003.000 | 3,722.100 | 3,722.100 | 2.04 | 7,593.08 | |||
| 0175 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 1,092.00 | 1,092.000 | 1,092.000 | 0.000 | 1,092.000 | 321.58 | 351,165.36 | 351,165.36 | |
| 0180 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 49.25 | 0.00 | |||
| 0185 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 3,958.23 | 2,968.67 | |||
| 0190 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 462.50 | 462.500 | 0.000 | 0.000 | 39.67 | 0.00 | |||
| 0195 | CONCRETE SEALING | 23378EC | SQFT | 6,558.00 | 6,558.000 | 0.000 | 0.000 | 1.37 | 0.00 | |||
| 0200 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 300.00 | 300.000 | 0.000 | 0.000 | 262.11 | 0.00 | |||
| Project | BR05400702400 | Fed/State Project Number | STP BRZ 9030 (446) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0205 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,888.00 | 0.00 | |||
| SUBTOT | $368,798.71 |
$911,792.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0175-1-0I |
BOX BEAM, CB | LF |
1,092.00 | 0002 | $180.911420 | $197,555.27 | ||||||
0175-1-0A |
BOX BEAM, CB | LF |
1,092.00 | 0007 | $180.911420 | -197,555.27 | $-197,555.27 | |||||
| SUBTOT | $0.00 |
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