|
Report_Id: 245352 Est NO 0004 |
Date:12/09/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245352 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | M & M SERVICES CO INC | ADDR SN 0 VC Code KY0036144 | |||||
| 229 MIDLAND TR | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 11/02/2024 TO 11/15/2024 | ||||||
| Date Approved | 11/25/2024 | ||||||
| Primary Proj Number | BR11510412400 | ||||||
| Project No. | STP BRZ 9030 (468) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | CS 1041 | ||||||
| Description | ADDRESS DEFICIENCIES ON ARMORY HILL ROAD OVER ROAD RUN CREEK (115C00065N) | ||||||
| Date Let | 06/20/2024 | Formal Acceptance | |||||
| Date Awarded | 07/02/2024 | Date Work Began | 09/23/2024 | ||||
| Date Contract Executed | 08/19/2024 | Open To Traffic | |||||
| Date NTP Issued | 08/19/2024 | Actual Completion Date | |||||
| Current Contract Amount | $571,330.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $571,330.75 |
Total Earnings | $409,316.00 |
$288,039.50 |
$121,276.50 |
|
| Percent Complete | 71.64 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $162,014.75 |
Gross Earnings | $409,316.00 |
$288,039.50 |
$121,276.50 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $409,316.00 |
$288,039.50 |
$121,276.50 |
|||
| Contract Id | 245352 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0004 | Project Number | STP BRZ 9030 (468) | |||||||
| Contractor | M & M SERVICES CO INC | Period | 11/02/2024 TO 11/15/2024 | |||||||
| 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 | 245352 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR11510412400 | ||||||
| Estimate Nbr | 0004 | Period | 11/02/2024 TO 11/15/2024 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | BR11510412400 | Fed/State Project Number | STP BRZ 9030 (468) | 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 | BR11510412400 | Fed/State Project Number | STP BRZ 9030 (468) | Category | 0001 BRIDGE - 115C00065N | |||||||
| 0005 | DGA BASE | 00001 | TON | 116.50 | 116.500 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 264.10 | 264.100 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.07 | 0.072 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 92.50 | 92.500 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 28.10 | 28.100 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 0035 | STORM SEWER PIPE-12 IN | 00520 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0040 | STANDARD CURB AND GUTTER | 01810 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 83.50 | 83.500 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0055 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0060 | GUARDRAIL TERMINAL SECTION NO 2 | 02364 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0065 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0070 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 35,000.00 | 8,750.00 | |||
| 0090 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 39.00 | 39.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0095 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 12,500.00 | 8,125.00 | |||
| 0100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0105 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 50.000 | 0.000 | 50.000 | 105.00 | 5,250.00 | 5,250.00 | |
| 0110 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 51.40 | 51.400 | 53.700 | 53.700 | 250.00 | 13,425.00 | |||
| 0115 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 25,000.00 | 12,500.00 | |||
| 0120 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0125 | CONCRETE-CLASS A | 08100 | CUYD | 110.50 | 110.500 | 2.800 | 107.700 | 110.500 | 1,400.00 | 3,920.00 | 154,700.00 | |
| 0130 | CONCRETE-CLASS AA | 08104 | CUYD | 56.80 | 56.800 | 49.500 | 0.000 | 49.500 | 1,800.00 | 89,100.00 | 89,100.00 | |
| 0135 | STEEL REINFORCEMENT | 08150 | LB | 11,482.00 | 11,482.000 | 11,482.000 | 11,482.000 | 2.25 | 25,834.50 | |||
| 0140 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 11,234.00 | 11,234.000 | 9,790.000 | 0.000 | 9,790.000 | 2.35 | 23,006.50 | 23,006.50 | |
| 0145 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.250 | 8,500.00 | 2,125.00 | |||
| 0150 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0155 | CONCRETE SEALING | 23378EC | SQFT | 2,068.00 | 2,068.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0160 | DECK DRAIN | 23813EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0165 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.20 | 0.200 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0170 | DEEP BEAM BRIDGE GUARDRAIL | 25099ED | LF | 26.70 | 26.700 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 0175 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| Project | BR11510412400 | Fed/State Project Number | STP BRZ 9030 (468) | Category | 0002 DEMOBILIZATION & MOBILIZATION | |||||||
| 0180 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,558.85 | 0.00 | |||
| SUBTOT | $121,276.50 |
$409,316.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||