|
ContID 252985 EST NO 0002 |
Date:08/28/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 252985 | Estimate Number | 0002 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | MANCHESTER (11300) Nicholson, Robert C | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | MARS ADDR SN 0 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 08/09/2025 TO 08/22/2025 | ||||||
| Date Approved | 08/26/2025 | ||||||
| Primary Proj Number | MB02606872501 | ||||||
| Project No. | FE02 026 0687 B00086N | ||||||
| Primary County | CLAY | ||||||
| Name of Road | STATE HWY 687 (KY 687) | ||||||
| Description | BRIDGE 026B00086N OVER GRAYS FORK AT MP 09.50 | ||||||
| Date Let | 04/24/2025 | Formal Acceptance | |||||
| Date Awarded | 05/06/2025 | Date Work Began | |||||
| Date Contract Executed | 05/20/2025 | Open To Traffic | |||||
| Date NTP Issued | 05/20/2025 | Actual Completion Date | |||||
| Current Contract Amount | $825,462.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $825,462.77 |
Total Earnings | $201,590.68 |
$27,158.14 |
$174,432.54 |
|
| Percent Complete | 24.42 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $623,872.09 |
Gross Earnings | $201,590.68 |
$27,158.14 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $201,590.68 |
$27,158.14 |
174,432.54 |
|||
| Contract Id | 252985 | Change Order Summary |
County | CLAY | ||||||
| Estimate Nbr | 0002 | Project Number | FE02 026 0687 B00086N | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 08/09/2025 TO 08/22/2025 | |||||||
| 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 | 252985 | COMMONWEALTH OF KENTUCKY |
County | CLAY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB02606872501 | ||||||
| Estimate Nbr | 0002 | Period | 08/09/2025 TO 08/22/2025 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | MB02606872501 | Fed/State Project Number | FE02 026 0687 B00086N | 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 | MB02606872501 | Fed/State Project Number | FE02 026 0687 B00086N | Category | 0001 ROADWAY | |||||||
| 0005 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 14.30 | 0.00 | |||
| 0010 | EMBANKMENT IN PLACE | 02230 | CUYD | 390.00 | 390.000 | 0.000 | 0.000 | 54.50 | 0.00 | |||
| 0015 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 75.43 | 0.00 | |||
| 0020 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,913.69 | 0.00 | |||
| 0025 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0030 | CHANNEL LINING CLASS II | 02483 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 62.50 | 0.00 | |||
| 0035 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 180.875 | 180.875 | 16.96 | 3,067.64 | |||
| 0040 | EDGE KEY | 02585 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 17,650.00 | 4,412.50 | |||
| 0050 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 4,300.00 | 1,075.00 | |||
| 0055 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 300.00 | 300.000 | 200.000 | 0.000 | 200.000 | 90.00 | 18,000.00 | 18,000.00 | |
| 0060 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 875.00 | 875.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0065 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,603.00 | 18,603.00 | |||
| 0070 | SAWCUT PAVEMENT | 20550ND | LF | 193.00 | 193.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
| 0075 | LONGITUDINAL EDGE KEY | 21289ED | LF | 193.00 | 193.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0080 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 3,200.00 | 800.00 | 800.00 | |
| 0085 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 225.00 | 225.000 | 0.000 | 0.000 | 32.45 | 0.00 | |||
| 0090 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 36.00 | 36.000 | 0.000 | 0.000 | 22.43 | 0.00 | |||
| Project | MB02606872501 | Fed/State Project Number | FE02 026 0687 B00086N | Category | 0002 BRIDGE - 026B00086N | |||||||
| 0095 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 453.00 | 453.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 53.31 | 0.00 | |||
| 0105 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0110 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 51,900.00 | 12,975.00 | 12,975.00 | |
| 0115 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 348.00 | 348.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 0120 | TEST PILES | 08033 | LF | 42.00 | 42.000 | 18.500 | 0.000 | 18.500 | 153.50 | 2,839.75 | 2,839.75 | |
| 0125 | PRE-DRILLING FOR PILES | 08039 | LF | 156.00 | 156.000 | 48.000 | 0.000 | 48.000 | 320.00 | 15,360.00 | 15,360.00 | |
| 0130 | PILES-STEEL HP14X89 | 08051 | LF | 241.00 | 241.000 | 130.007 | 0.000 | 130.007 | 171.50 | 22,296.20 | 22,296.20 | |
| 0135 | CONCRETE-CLASS A | 08100 | CUYD | 99.20 | 99.200 | 59.197 | 0.000 | 59.197 | 982.00 | 58,131.45 | 58,131.45 | |
| 0140 | CONCRETE-CLASS AA | 08104 | CUYD | 37.80 | 37.800 | 0.000 | 0.000 | 1,540.00 | 0.00 | |||
| 0145 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 0150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 14,238.00 | 14,238.000 | 6,065.070 | 0.000 | 6,065.070 | 2.00 | 12,130.14 | 12,130.14 | |
| 0155 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 31,900.00 | 31,900.00 | 31,900.00 | |
| 0160 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 392.00 | 392.000 | 0.000 | 0.000 | 306.50 | 0.00 | |||
| 0165 | CONCRETE SEALING | 23378EC | SQFT | 2,445.00 | 2,445.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0170 | MECHANICAL REINF COUPLER #8-EPOXY COATED | 24405EC | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 181.00 | 0.00 | |||
| 0175 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 54.00 | 54.000 | 0.000 | 0.000 | 250.32 | 0.00 | |||
| 0180 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 556.34 | 0.00 | |||
| 0185 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 956.50 | 0.00 | |||
| Project | MB02606872501 | Fed/State Project Number | FE02 026 0687 B00086N | Category | 0003 DEMOBILIZATION | |||||||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,198.96 | 0.00 | |||
| SUBTOT | $174,432.54 |
$201,590.684 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
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