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Report_Id: 235308 Est NO 0002 |
Date:03/18/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235308 | Estimate Number | 0002 | 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 | 02/10/2024 TO 02/23/2024 | ||||||
| Date Approved | 03/03/2024 | ||||||
| Primary Proj Number | BR11501522300 | ||||||
| Project No. | STP BRZ 9030 (407) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | KY 152 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON LORETTO ROAD OVER CARTWRIG HT CREEK (BRIDGE 115B00019N) | ||||||
| Date Let | 12/14/2023 | Formal Acceptance | |||||
| Date Awarded | 12/21/2023 | Date Work Began | 02/05/2024 | ||||
| Date Contract Executed | 01/25/2024 | Open To Traffic | |||||
| Date NTP Issued | 01/25/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,691,546.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,691,546.37 |
Total Earnings | $37,083.92 |
$7,800.00 |
$29,283.92 |
|
| Percent Complete | 1.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,654,462.45 |
Gross Earnings | $37,083.92 |
$7,800.00 |
$29,283.92 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $37,083.92 |
$7,800.00 |
$29,283.92 |
|||
| Contract Id | 235308 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0002 | Project Number | STP BRZ 9030 (407) | |||||||
| Contractor | M & M SERVICES CO INC | Period | 02/10/2024 TO 02/23/2024 | |||||||
| 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 | 235308 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR11501522300 | ||||||
| Estimate Nbr | 0002 | Period | 02/10/2024 TO 02/23/2024 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | BR11501522300 | Fed/State Project Number | STP BRZ 9030 (407) | 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 | BR11501522300 | Fed/State Project Number | STP BRZ 9030 (407) | Category | 0001 BRIDGE - 115B00019N | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,331.30 | 1,331.300 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 229.00 | 229.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,832.70 | 1,832.700 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 260.90 | 260.900 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0035 | CULVERT PIPE-18 IN | 00462 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0040 | PERFORATED PIPE-4 IN | 01000 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0045 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0050 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0055 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0065 | EMBANKMENT IN PLACE | 02230 | CUYD | 8,652.00 | 8,652.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0070 | WATER | 02242 | MGAL | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0075 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,039.00 | 2,039.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0085 | REMOVE GUARDRAIL | 02381 | LF | 938.00 | 938.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| 0095 | CHANNEL LINING CLASS III | 02484 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0100 | CLEARING AND GRUBBING approximately less than 1 acre | 02545 | LS | 1.00 | 1.000 | 0.150 | 0.050 | 0.200 | 15,000.00 | 2,250.00 | 3,000.00 | |
| 0105 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.050 | 0.070 | 45,000.00 | 900.00 | 3,150.00 | |
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0120 | SHOULDER RUMBLE STRIPS | 02696 | LF | 3,022.00 | 3,022.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 15,000.00 | 750.00 | 750.00 | |
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 68,000.00 | 0.00 | |||
| 0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0140 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 5,644.00 | 5,644.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0145 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 64.80 | 64.800 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0150 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 29,000.00 | 2,900.00 | 2,900.00 | |
| 0155 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 739.30 | 739.300 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0160 | TEST PILES | 08033 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0165 | PRE-DRILLING FOR PILES | 08039 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0170 | PILES-STEEL HP12X53 | 08046 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0175 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0180 | CONCRETE-CLASS A | 08100 | CUYD | 2.26 | 2.260 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| 0185 | CONCRETE-CLASS A | 08100 | CUYD | 191.30 | 191.300 | 17.290 | 0.000 | 17.290 | 890.00 | 15,388.10 | 15,388.10 | |
| 0190 | CONCRETE-CLASS AA | 08104 | CUYD | 216.00 | 216.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0195 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 114.00 | 114.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0200 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0205 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 787.00 | 787.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0210 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 512.00 | 512.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0215 | STEEL REINFORCEMENT | 08150 | LB | 27,546.00 | 27,546.000 | 2,489.760 | 0.000 | 2,489.760 | 2.85 | 7,095.81 | 7,095.81 | |
| 0220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 71,455.00 | 71,455.000 | 0.000 | 0.000 | 3.10 | 0.00 | |||
| 0225 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0230 | CONCRETE SEALING | 23378EC | SQFT | 15,516.00 | 15,516.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0235 | DECK DRAIN | 23813EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0240 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 757.30 | 757.300 | 0.000 | 0.000 | 598.00 | 0.00 | |||
| 0245 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0250 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.20 | 2.200 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0255 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 386.40 | 386.400 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0260 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| Project | BR11501522300 | Fed/State Project Number | STP BRZ 9030 (407) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,323.47 | 0.00 | |||
| SUBTOT | $29,283.91 |
$37,083.91 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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