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Report_Id: 245339 Est NO 0002 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245339 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11320) Perkins, Robert W. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code KY0036480 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 06/03/2024 TO 06/16/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | BR04808402400 | ||||||
| Project No. | STP BRZ 9030 (452) | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | KY 840 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON BLANTON FOREST ROAD OVER W ATTS CREEK (048B00053N) | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 05/28/2024 | ||||
| Date Contract Executed | 05/08/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/08/2024 | Actual Completion Date | |||||
| Current Contract Amount | $632,176.25 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $632,176.25 |
Total Earnings | $274,649.13 |
$68,508.50 |
$206,140.63 |
|
| Percent Complete | 43.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $357,527.12 |
Gross Earnings | $274,649.13 |
$68,508.50 |
$206,140.63 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $274,649.13 |
$68,508.50 |
$206,140.63 |
|||
| Contract Id | 245339 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (452) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 06/03/2024 TO 06/16/2024 | |||||||
| 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 | 245339 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04808402400 | ||||||
| Estimate Nbr | 0002 | Period | 06/03/2024 TO 06/16/2024 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | BR04808402400 | Fed/State Project Number | STP BRZ 9030 (452) | 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 | BR04808402400 | Fed/State Project Number | STP BRZ 9030 (452) | Category | 0001 BRIDGE - 048B00053N | |||||||
| 0005 | DGA BASE | 00001 | TON | 366.00 | 366.000 | 0.000 | 0.000 | 49.49 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.51 | 0.510 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 342.25 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 375.05 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.53 | 0.530 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0035 | ENTRANCE PIPE-15 IN | 00440 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 86.97 | 0.00 | |||
| 0045 | CULVERT PIPE-24 IN | 00464 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 111.26 | 0.00 | |||
| 0050 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,726.40 | 0.00 | |||
| 0055 | DROP BOX INLET TYPE 1 MOD | 01491 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,502.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 16.99 | 0.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 460.00 | 460.000 | 0.000 | 0.000 | 60.91 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 312.50 | 312.500 | 0.000 | 0.000 | 39.06 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 82.26 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,802.77 | 0.00 | |||
| 0085 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 53.20 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,685.00 | 42,685.00 | |||
| 0100 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 449.41 | 0.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 56.30 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 262.00 | 262.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 19,607.00 | 9,803.50 | |||
| 0120 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,350.00 | 0.00 | |||
| 0125 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 26,451.72 | 26,451.72 | 26,451.72 | |
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 62.66 | 62.660 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0135 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 2.13 | 0.00 | |||
| 0140 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 31,300.00 | 31,300.00 | 31,300.00 | |
| 0145 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 265.83 | 265.830 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0150 | TEST PILES | 08033 | LF | 43.00 | 43.000 | 45.000 | 0.000 | 45.000 | 120.00 | 5,400.00 | 5,400.00 | |
| 0155 | PRE-DRILLING FOR PILES | 08039 | LF | 120.00 | 120.000 | 60.000 | 60.000 | 120.000 | 267.00 | 16,020.00 | 32,040.00 | |
| 0160 | PILES-STEEL HP14X89 | 08051 | LF | 165.00 | 165.000 | 183.800 | 0.000 | 183.800 | 138.00 | 25,364.40 | 25,364.40 | |
| 0165 | PILE POINTS-14 IN | 08095 | EACH | 12.00 | 12.000 | 12.000 | 0.000 | 12.000 | 210.00 | 2,520.00 | 2,520.00 | |
| 0170 | CONCRETE-CLASS A | 08100 | CUYD | 96.59 | 96.590 | 96.590 | 0.000 | 96.590 | 837.00 | 80,845.83 | 80,845.83 | |
| 0175 | CONCRETE-CLASS AA | 08104 | CUYD | 27.24 | 27.240 | 0.000 | 0.000 | 1,505.00 | 0.00 | |||
| 0180 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 11,296.00 | 11,296.000 | 8,811.117 | 0.000 | 8,811.117 | 1.86 | 16,388.67 | 16,388.67 | |
| 0185 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 286.00 | 0.00 | |||
| 0190 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 3,700.00 | 1,850.00 | 1,850.00 | |
| 0195 | CONCRETE SEALING | 23378EC | SQFT | 2,424.00 | 2,424.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0200 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| 0205 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 92.00 | 92.000 | 0.000 | 0.000 | 274.51 | 0.00 | |||
| Project | BR04808402400 | Fed/State Project Number | STP BRZ 9030 (452) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,342.97 | 0.00 | |||
| SUBTOT | $206,140.62 |
$274,649.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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