|
Report_Id: 245361 Est NO 0001 |
Date:04/04/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245361 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02320) Boucherie, Kenneth E. | ||||||
| Contractor | GALUSHA CONTRACTING LLC | ADDR SN 0 VC Code KS0004978 | |||||
| , , | |||||||
| Pay Period | 10/23/2024 TO 03/20/2025 | ||||||
| Date Approved | 03/30/2025 | ||||||
| Primary Proj Number | BR05108122400 | ||||||
| Project No. | STP BRZ 9030 (469) | ||||||
| Primary County | HENDERSON | ||||||
| Name of Road | KY 812 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 812 OVER NORTH FORK CANOE CREEK ( 051B00128N) | ||||||
| Date Let | 09/26/2024 | Formal Acceptance | |||||
| Date Awarded | 10/08/2024 | Date Work Began | 03/07/2025 | ||||
| Date Contract Executed | 10/23/2024 | Open To Traffic | |||||
| Date NTP Issued | 10/23/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,370,851.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,370,851.21 |
Total Earnings | $65,721.38 |
$0.00 |
$65,721.38 |
|
| Percent Complete | 4.79 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,305,129.83 |
Gross Earnings | $65,721.38 |
$0.00 |
$65,721.38 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $65,721.38 |
$0.00 |
$65,721.38 |
|||
| Contract Id | 245361 | Change Order Summary |
County | HENDERSON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (469) | |||||||
| Contractor | GALUSHA CONTRACTING LLC | Period | 10/23/2024 TO 03/20/2025 | |||||||
| 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 | 245361 | COMMONWEALTH OF KENTUCKY |
County | HENDERSON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05108122400 | ||||||
| Estimate Nbr | 0001 | Period | 10/23/2024 TO 03/20/2025 | |||||||
| Contractor | GALUSHA CONTRACTING LLC | |||||||||
| Project | BR05108122400 | Fed/State Project Number | STP BRZ 9030 (469) | 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 | BR05108122400 | Fed/State Project Number | STP BRZ 9030 (469) | Category | 0001 BRIDGE - 051B00128N | |||||||
| 0005 | DGA BASE | 00001 | TON | 415.00 | 415.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 72.00 | 72.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 996.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,268.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 592.00 | 592.000 | 0.000 | 0.000 | 136.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 91.00 | 91.000 | 0.000 | 0.000 | 191.00 | 0.00 | |||
| 0035 | ENTRANCE PIPE-30 IN | 00445 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0040 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 150.00 | 600.00 | 600.00 | |
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 431.00 | 431.000 | 98.820 | 0.000 | 98.820 | 48.00 | 4,743.36 | 4,743.36 | |
| 0060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 61.00 | 61.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 312.50 | 312.500 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,128.00 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 194.00 | 194.000 | 194.000 | 0.000 | 194.000 | 5.00 | 970.00 | 970.00 | |
| 0085 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 317.00 | 0.00 | |||
| 0090 | WITNESS POST | 02432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0095 | CHANNEL LINING CLASS II | 02483 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0100 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0105 | TEMPORARY SIGNS | 02562 | SQFT | 90.00 | 90.000 | 96.000 | 0.000 | 96.000 | 6.00 | 576.00 | 576.00 | |
| 0110 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0115 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0130 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 36.00 | 36.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0135 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 6,500.00 | 1,625.00 | 1,625.00 | |
| 0140 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 70,000.00 | 35,000.00 | 35,000.00 | |
| 0145 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 55.40 | 55.400 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0150 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,088.00 | 1,088.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0155 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 42,000.00 | 0.00 | |||
| 0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 338.00 | 338.000 | 0.000 | 0.000 | 59.00 | 0.00 | |||
| 0165 | TEST PILES | 08033 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0170 | PRE-DRILLING FOR PILES | 08039 | LF | 770.00 | 770.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0175 | PILES-STEEL HP12X53 | 08046 | LF | 1,140.00 | 1,140.000 | 253.667 | 0.000 | 253.667 | 69.00 | 17,503.02 | 17,503.02 | |
| 0180 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 7.000 | 0.000 | 7.000 | 172.00 | 1,204.00 | 1,204.00 | |
| 0185 | CONCRETE-CLASS A | 08100 | CUYD | 171.90 | 171.900 | 0.000 | 0.000 | 745.00 | 0.00 | |||
| 0190 | CONCRETE-CLASS AA | 08104 | CUYD | 36.10 | 36.100 | 0.000 | 0.000 | 2,042.00 | 0.00 | |||
| 0195 | STEEL REINFORCEMENT | 08150 | LB | 16,458.00 | 16,458.000 | 0.000 | 0.000 | 1.49 | 0.00 | |||
| 0200 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,828.00 | 9,828.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0205 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 308.50 | 308.500 | 0.000 | 0.000 | 397.00 | 0.00 | |||
| 0210 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 239.50 | 239.500 | 0.000 | 0.000 | 370.00 | 0.00 | |||
| 0215 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0220 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0225 | W PIPE PVC 12 INCH | 14062 | LF | 339.00 | 339.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0230 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0235 | W VALVE 12 INCH | 14108 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0240 | W VALVE CUT-IN 12 INCH | 14120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0245 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0250 | W SPECIAL ITEM KUPFERLE 88-SS | 14154 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0255 | EC POLE REMOVE | 17046 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| 0260 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0265 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0270 | CONCRETE WEDGE CURB | 22883EN | LF | 141.00 | 141.000 | 0.000 | 0.000 | 42.75 | 0.00 | |||
| 0275 | CONCRETE SEALING | 23378EC | SQFT | 2,674.00 | 2,674.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0280 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.50 | 0.500 | 0.000 | 0.000 | 815.00 | 0.00 | |||
| 0285 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 203.00 | 203.000 | 0.000 | 0.000 | 331.00 | 0.00 | |||
| 0290 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR05108122400 | Fed/State Project Number | STP BRZ 9030 (469) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0295 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,259.00 | 0.00 | |||
| SUBTOT | $65,721.38 |
$65,721.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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