Report_Id: 235322 Est NO 0007 |
Date:04/01/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 235322 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
District Office | LOUISVILLE (05340) Martin, Bryant J. | ||||||
Contractor | M & M SERVICES CO INC | ADDR SN 0 VC Code KY0036144 | |||||
229 MIDLAND TR | |||||||
MT STERLING , KY , 40353 | |||||||
Pay Period | 03/08/2024 TO 03/21/2024 | ||||||
Date Approved | 04/01/2024 | ||||||
Primary Proj Number | BR01511162300 | ||||||
Project No. | STP BRZ 9030 (431) | ||||||
Primary County | BULLITT | ||||||
Name of Road | KY 1116 | ||||||
Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 1116 OVER CEDAR CREEK ( 015B00059N) | ||||||
Date Let | 10/26/2023 | Formal Acceptance | |||||
Date Awarded | 11/03/2023 | Date Work Began | 12/27/2023 | ||||
Date Contract Executed | 11/29/2023 | Open To Traffic | |||||
Date NTP Issued | 11/29/2023 | Actual Completion Date | |||||
Current Contract Amount | $1,031,047.29 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,031,047.29 |
Total Earnings | $855,045.85 |
$693,869.15 |
$161,176.70 |
|
Percent Complete | 82.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $176,001.44 |
Gross Earnings | $855,045.85 |
$693,869.15 |
$161,176.70 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $855,045.85 |
$693,869.15 |
$161,176.70 |
|||
Contract Id | 235322 | Change Order Summary |
County | BULLITT | ||||||
Estimate Nbr | 0007 | Project Number | STP BRZ 9030 (431) | |||||||
Contractor | M & M SERVICES CO INC | Period | 03/08/2024 TO 03/21/2024 | |||||||
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 | 235322 | COMMONWEALTH OF KENTUCKY |
County | BULLITT | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR01511162300 | ||||||
Estimate Nbr | 0007 | Period | 03/08/2024 TO 03/21/2024 | |||||||
Contractor | M & M SERVICES CO INC | |||||||||
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | 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 | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 63.00 | 63.000 | 97.770 | 0.000 | 97.770 | 50.00 | 4,888.50 | 4,888.50 | |
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 252.00 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 58.00 | 58.000 | 97.320 | 0.000 | 97.320 | 205.00 | 19,950.60 | 19,950.60 | |
0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 124.00 | 124.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 250.00 | 0.00 | |||
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0002 DRAINAGE | |||||||
0035 | CULVERT PIPE-15 IN | 00461 | LF | 40.00 | 40.000 | 40.000 | 0.000 | 40.000 | 155.00 | 6,200.00 | 6,200.00 | |
0040 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 3,500.00 | 7,000.00 | 7,000.00 | |
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0003 ROADWAY | |||||||
0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
0050 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0055 | GRANULAR EMBANKMENT | 02223 | CUYD | 445.00 | 445.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 362.50 | 362.500 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0075 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0080 | REMOVE GUARDRAIL | 02381 | LF | 337.50 | 337.500 | 50.000 | 50.000 | 6.00 | 300.00 | |||
0085 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 12,500.00 | 2,500.00 | |||
0090 | EDGE KEY | 02585 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.600 | 0.800 | 25,000.00 | 5,000.00 | 20,000.00 | |
0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
0105 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.500 | 0.800 | 12,500.00 | 3,750.00 | 10,000.00 | |
0110 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,744.00 | 1,744.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
0115 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0120 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0125 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.600 | 0.800 | 8,900.00 | 1,780.00 | 7,120.00 | |
0130 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 32.00 | 32.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0004 BRIDGE - 015B00059N | |||||||
0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 105.00 | 6,090.00 | |||
0140 | FOUNDATION PREPARATION INCLUDES GEOFABRIC | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 25,000.00 | 12,500.00 | 25,000.00 | |
0145 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 444.00 | 444.000 | 102.560 | 256.070 | 358.630 | 85.00 | 8,717.60 | 30,483.55 | |
0150 | CONCRETE-CLASS A | 08100 | CUYD | 56.00 | 56.000 | 16.500 | 39.500 | 56.000 | 1,050.00 | 17,325.00 | 58,800.00 | |
0155 | CONCRETE-CLASS AA | 08104 | CUYD | 126.00 | 126.000 | 126.000 | 126.000 | 1,450.00 | 182,700.00 | |||
0160 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,774.00 | 42,774.000 | 2,000.000 | 40,774.000 | 42,774.000 | 2.45 | 4,900.00 | 104,796.30 | |
0165 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
0170 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 20.00 | 20.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
0175 | CONCRETE SEALING | 23378EC | SQFT | 11,676.00 | 11,676.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0180 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0185 | DECK DRAIN | 23813EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,250.00 | 7,500.00 | |||
0190 | CONCRETE COATING APPROX 438 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0195 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 261.00 | 261.000 | 261.000 | 0.000 | 261.000 | 265.00 | 69,165.00 | 69,165.00 | |
0200 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0005 BRIDGE - PRECAST BEAM ALTERNATE | |||||||
0205 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 515.00 | 515.000 | 507.330 | 507.330 | 430.00 | 218,151.90 | |||
Project | BR01511162300 | Fed/State Project Number | STP BRZ 9030 (431) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0215 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,485.59 | 0.00 | |||
SUBTOT | $161,176.70 |
$855,045.85 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |