|
Report_Id: 237010 Est NO 0001 |
Date:01/08/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 237010 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Wright, Zachary D. | ||||||
| Contractor | M & M SERVICES CO INC | ADDR SN 0 VC Code KY0036144 | |||||
| 229 MIDLAND TR | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 12/05/2023 TO 12/15/2023 | ||||||
| Date Approved | 12/27/2023 | ||||||
| Primary Proj Number | MB06014592301 | ||||||
| Project No. | FD51 060 1459 C024 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | TRUMAN SLONE DRIVE (CR 1459) | ||||||
| Description | BRIDGE 060C024 OVER MILL CREEK AT MP 00.01 | ||||||
| Date Let | 10/26/2023 | Formal Acceptance | |||||
| Date Awarded | 11/03/2023 | Date Work Began | 12/06/2023 | ||||
| Date Contract Executed | 12/05/2023 | Open To Traffic | |||||
| Date NTP Issued | 12/05/2023 | Actual Completion Date | |||||
| Current Contract Amount | $349,584.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $349,584.90 |
Total Earnings | $62,385.00 |
$0.00 |
$62,385.00 |
|
| Percent Complete | 17.85 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $287,199.90 |
Gross Earnings | $62,385.00 |
$0.00 |
$62,385.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $62,385.00 |
$0.00 |
$62,385.00 |
|||
| Contract Id | 237010 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0001 | Project Number | FD51 060 1459 C024 | |||||||
| Contractor | M & M SERVICES CO INC | Period | 12/05/2023 TO 12/15/2023 | |||||||
| 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 | 237010 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | MB06014592301 | ||||||
| Estimate Nbr | 0001 | Period | 12/05/2023 TO 12/15/2023 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | MB06014592301 | Fed/State Project Number | FD51 060 1459 C024 | 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 | MB06014592301 | Fed/State Project Number | FD51 060 1459 C024 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 89.00 | 89.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.10 | 0.100 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| Project | MB06014592301 | Fed/State Project Number | FD51 060 1459 C024 | Category | 0002 ROADWAY | |||||||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0040 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0045 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 200.00 | 200.00 | 200.00 | |
| 0055 | TEMP DITCH | 02159 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | CLEAN TEMP DITCH | 02160 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0065 | EMBANKMENT IN PLACE | 02230 | CUYD | 20.00 | 20.000 | 10.000 | 0.000 | 10.000 | 105.00 | 1,050.00 | 1,050.00 | |
| 0070 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0085 | CHANNEL LINING CLASS III | 02484 | TON | 208.00 | 208.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0090 | CLEARING AND GRUBBING - 0.1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 40.000 | 0.000 | 40.000 | 9.00 | 360.00 | 360.00 | |
| 0100 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 230.00 | 230.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 130.00 | 130.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 17,000.00 | 1,700.00 | 1,700.00 | |
| 0125 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 38,000.00 | 19,000.00 | 19,000.00 | |
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0135 | TEMP SILT FENCE | 02701 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 8,500.00 | 2,125.00 | 2,125.00 | |
| 0165 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.850 | 0.000 | 0.850 | 17,000.00 | 14,450.00 | 14,450.00 | |
| 0170 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 410.00 | 410.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0180 | TEMP MULCH | 05952 | SQYD | 273.00 | 273.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 205.00 | 205.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0195 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 410.00 | 410.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0205 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0210 | SAW CUT | 20430ED | LF | 60.00 | 60.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0215 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| Project | MB06014592301 | Fed/State Project Number | FD51 060 1459 C024 | Category | 0003 BRIDGE - 060C024 - OVER MILL CREEK | |||||||
| 0220 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 121.40 | 121.400 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0225 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0230 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 11,500.00 | 11,500.00 | 11,500.00 | |
| 0235 | TEST PILES | 08033 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0240 | PRE-DRILLING FOR PILES | 08039 | LF | 40.00 | 40.000 | 40.000 | 0.000 | 40.000 | 300.00 | 12,000.00 | 12,000.00 | |
| 0245 | PILES-STEEL HP12X53 | 08046 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0250 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0255 | CONCRETE-CLASS A | 08100 | CUYD | 49.50 | 49.500 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0260 | CONCRETE-CLASS AA | 08104 | CUYD | 5.10 | 5.100 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0265 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,315.00 | 5,315.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0270 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0275 | CONCRETE SEALING | 23378EC | SQFT | 1,317.00 | 1,317.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0280 | BRIDGE RAIL | 23539EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| Project | MB06014592301 | Fed/State Project Number | FD51 060 1459 C024 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0285 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,237.15 | 0.00 | |||
| SUBTOT | $62,385.00 |
$62,385.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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