|
Report_Id: 247004 Est NO 0003 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 247004 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Smith, Brittany A. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 08/10/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | MB06010172401 | ||||||
| Project No. | FD51 060 1017 C00073N 00.01 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | SLONE BRANCH ROAD (CR 1017) | ||||||
| Description | BRIDGE 060C0073N OVER CANEY FORK CREEK AT MP 00.01 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 07/23/2024 | ||||
| Date Contract Executed | 04/30/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/30/2024 | Actual Completion Date | |||||
| Current Contract Amount | $471,861.62 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $471,861.62 |
Total Earnings | $269,080.41 |
$131,584.41 |
$137,496.00 |
|
| Percent Complete | 57.03 |
Stockpiled Materials | $0.00 |
$40,969.70 |
$-40,969.70 |
|
| Funds Available | $202,781.21 |
Gross Earnings | $269,080.41 |
$172,554.11 |
$96,526.30 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $269,080.41 |
$172,554.11 |
$96,526.30 |
|||
| Contract Id | 247004 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0003 | Project Number | FD51 060 1017 C00073N 00.01 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 08/10/2024 TO 08/23/2024 | |||||||
| 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 | 247004 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06010172401 | ||||||
| Estimate Nbr | 0003 | Period | 08/10/2024 TO 08/23/2024 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | MB06010172401 | Fed/State Project Number | FD51 060 1017 C00073N 00.01 | 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 | MB06010172401 | Fed/State Project Number | FD51 060 1017 C00073N 00.01 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 127.50 | 127.500 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 3,647.69 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 48,710.16 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 27.50 | 27.500 | 0.000 | 0.000 | 709.42 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 14.50 | 14.500 | 0.000 | 0.000 | 796.04 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.05 | 0.050 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06010172401 | Fed/State Project Number | FD51 060 1017 C00073N 00.01 | Category | 0002 ROADWAY | |||||||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 14.95 | 0.00 | |||
| 0040 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 146.00 | 146.000 | 146.000 | 0.000 | 146.000 | 25.00 | 3,650.00 | 3,650.00 | |
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 40.15 | 0.00 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 72.84 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 83.79 | 0.00 | |||
| 0065 | REMOVE GUARDRAIL | 02381 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 3.28 | 82.00 | |||
| 0070 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 265.88 | 531.76 | |||
| 0075 | TEMPORARY SIGNS | 02562 | SQFT | 79.00 | 79.000 | 79.000 | 79.000 | 25.00 | 1,975.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 75.35 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,806.00 | 3,806.000 | 284.440 | 284.440 | 2.75 | 782.21 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.400 | 0.600 | 61,000.00 | 12,200.00 | 36,600.00 | |
| 0095 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 46,172.00 | 36,937.60 | |||
| 0105 | TEMP MULCH | 05952 | SQYD | 1,011.00 | 1,011.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0110 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 759.00 | 759.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0115 | INITIAL FERTILIZER | 05963 | TON | 0.02 | 0.020 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0120 | MAINTENANCE FERTILIZER | 05964 | TON | 0.03 | 0.030 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0125 | SEEDING AND PROTECTION | 05985 | SQYD | 510.00 | 510.000 | 0.000 | 0.000 | 2.86 | 0.00 | |||
| 0130 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.12 | 0.120 | 0.000 | 0.000 | 51.12 | 0.00 | |||
| 0135 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 328.00 | 328.000 | 0.000 | 0.000 | 46.36 | 0.00 | |||
| 0140 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,292.96 | 0.00 | |||
| Project | MB06010172401 | Fed/State Project Number | FD51 060 1017 C00073N 00.01 | Category | 0003 BRIDGE - 060C00073N | |||||||
| 0145 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 88.00 | 88.000 | 71.030 | 71.030 | 88.55 | 6,289.70 | |||
| 0150 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 0.000 | 32.000 | 150.00 | 4,800.00 | 4,800.00 | |
| 0155 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 656.00 | 656.000 | 203.710 | 203.710 | 47.36 | 9,647.70 | |||
| 0165 | TEST PILES | 08033 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 165.00 | 8,250.00 | |||
| 0170 | PILES-STEEL HP12X53 | 08046 | LF | 120.00 | 120.000 | 84.291 | 84.291 | 155.00 | 13,065.10 | |||
| 0175 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0180 | CONCRETE-CLASS A | 08100 | CUYD | 24.40 | 24.400 | 17.340 | 17.340 | 1,153.00 | 19,993.02 | |||
| 0185 | CONCRETE-CLASS AA | 08104 | CUYD | 18.00 | 18.000 | 18.940 | 0.000 | 18.940 | 1,670.00 | 31,629.80 | 31,629.80 | |
| 0190 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,526.00 | 4,526.000 | 2,021.660 | 925.430 | 2,947.090 | 2.41 | 4,872.20 | 7,102.48 | |
| 0195 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 242.00 | 242.000 | 242.000 | 0.000 | 242.000 | 332.00 | 80,344.00 | 80,344.00 | |
| 0200 | CONCRETE SEALING | 23378EC | SQFT | 1,296.00 | 1,296.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0205 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 109.00 | 109.000 | 0.000 | 0.000 | 256.54 | 0.00 | |||
| 0210 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | MB06010172401 | Fed/State Project Number | FD51 060 1017 C00073N 00.01 | Category | 0004 DEMOBILIZATION | |||||||
| 0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,974.00 | 0.00 | |||
| SUBTOT | $137,496.00 |
$269,080.39 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0195-1-0I |
BOX BEAM, CB | LF |
242.00 | 0001 | $178.210000 | $40,969.70 | ||||||
0195-1-0A |
BOX BEAM, CB | LF |
242.00 | 0003 | $178.210000 | -40,969.70 | $-40,969.70 | |||||
| SUBTOT | $0.00 |
|||||||||||