|
Report_Id: 229900 Est NO 0009 |
Date:02/06/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 229900 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | M & M SERVICES CO INC | ADDR SN 0 VC Code KY0036144 | |||||
| 229 MIDLAND TR | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 01/01/2023 TO 01/13/2023 | ||||||
| Date Approved | 01/18/2023 | ||||||
| Primary Proj Number | BR09806102200 | ||||||
| Project No. | EMERGENCY | ||||||
| Primary County | PIKE | ||||||
| Name of Road | KY-610 OVER SHELBY CREEK | ||||||
| Description | EMERGENCY RESPONSE TO DECLARED DISASTER DR-4663-KY. REPLACE BRIDGE (098B00072N) ON KY-610 OVER SHELBY CREEK. GEOGRAPHIC | ||||||
| Date Let | 08/01/2022 | Formal Acceptance | |||||
| Date Awarded | 08/01/2022 | Date Work Began | 09/16/2022 | ||||
| Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2022 | Actual Completion Date | |||||
| Current Contract Amount | $1,606,195.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,417,338.63 |
Total Earnings | $912,958.06 |
$861,818.67 |
$51,139.39 |
|
| Percent Complete | 56.84 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $693,237.43 |
Gross Earnings | $912,958.06 |
$861,818.67 |
$51,139.39 |
|
| Total Change Orders | $188,856.86 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $912,958.06 |
$861,818.67 |
$51,139.39 |
|||
| Contract Id | 229900 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0009 | Project Number | EMERGENCY | |||||||
| Contractor | M & M SERVICES CO INC | Period | 01/01/2023 TO 01/13/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional items on Master agreement MOD | Approved | 11/30/2022 | $188,856.86 | 0.0 | |||||
| 002 | Liquidated Damage Override | Approved | 01/03/2023 | $0.00 | 0.0 | |||||
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 | 229900 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09806102200 | ||||||
| Estimate Nbr | 0009 | Period | 01/01/2023 TO 01/13/2023 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | BR09806102200 | Fed/State Project Number | EMERGENCY | 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 | BR09806102200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE - 098B00072N | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 728.00 | 728.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 747.60 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 3,118.50 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 325.00 | 325.000 | 0.000 | 0.000 | 180.92 | 0.00 | |||
| 0025 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 80.00 | 80.000 | 0.000 | 0.000 | 240.14 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0035 | STRUCTURE GRANULAR BACKFILL Federal - Structure Granular Backfill | 02231 | CUYD | 540.00 | 540.000 | 0.000 | 0.000 | 132.25 | 0.00 | |||
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0055 | REMOVE GUARDRAIL | 02381 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 45.00 | 1,125.00 | |||
| 0060 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 25.20 | 0.00 | |||
| 0065 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 13,000.00 | 7,800.00 | |||
| 0070 | ARMORED EDGE FOR CONCRETE Federal - Armored Edge for Concrete | 03299 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 419.75 | 0.00 | |||
| 0075 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,930.00 | 1,930.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0080 | STRUCTURE EXCAVATION-COMMON Federal - Structural Excavation - Common | 08001 | CUYD | 1,160.00 | 1,160.000 | 1,160.000 | 1,160.000 | 143.75 | 166,750.00 | |||
| 0085 | STRUCTURE EXCAV-SOLID ROCK Federal - Structural Excavation - Solid | 08002 | CUYD | 161.00 | 161.000 | 261.950 | 261.950 | 212.75 | 55,729.86 | |||
| 0090 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 25,000.00 | 12,500.00 | |||
| 0095 | CYCLOPEAN STONE RIP RAP Federal - Cyclopean Stone Rip-rap - No O | 08019 | TON | 204.00 | 204.000 | 49.760 | 49.760 | 138.00 | 6,866.88 | |||
| 0100 | CONCRETE-CLASS A Federal - Class A Concrete - 8.1 or more | 08100 | CUYD | 356.00 | 356.000 | 70.000 | 328.990 | 398.990 | 948.75 | 66,412.50 | 378,541.76 | |
| 0105 | CONCRETE-CLASS AA Federal - Class AA Concrete -for 5" or l | 08104 | CUYD | 68.00 | 68.000 | 0.000 | 0.000 | 1,897.50 | 0.00 | |||
| 0110 | STEEL REINFORCEMENT Federal - Steel Reinforcement | 08150 | LB | 43,176.00 | 43,176.000 | 6,581.360 | 36,594.640 | 43,176.000 | 2.42 | 15,926.89 | 104,485.92 | |
| 0115 | STEEL REINFORCEMENT-EPOXY COATED Federal - Steel Reinforcement - Epoxy Co | 08151 | LB | 9,622.00 | 9,622.000 | 0.000 | 0.000 | 2.70 | 0.00 | |||
| 0120 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0125 | TRANSPORT AND SET CONCRETE BEAMS Set Beams Only | 22894NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0130 | CONCRETE SEALING Federal - Concrete Sealing | 23378EC | SQFT | 8,200.00 | 8,200.000 | 0.000 | 0.000 | 8.05 | 0.00 | |||
| 0135 | CONCRETE COATING Approx.427 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,365.75 | 0.00 | |||
| 0140 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 221.00 | 221.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 8000 | FOUNDATION PREPARATION Extra - KY 610 | 08003 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 37,000.00 | 0.00 | |||
| 8001 | PILES-STEEL HP14X89 KY 610 | 08051 | LF | 0.00 | 200.000 | 187.000 | 187.000 | 155.00 | 28,985.00 | |||
| 8002 | PRE-DRILLING FOR PILES KY 610 | 08039 | LF | 0.00 | 83.000 | 40.000 | 40.000 | 520.00 | 20,800.00 | |||
| 8003 | PRE-DRILLING FOR PILES Solid Rock KY 610 | 08039 | LF | 0.00 | 100.000 | 130.000 | 130.000 | 520.00 | 67,600.00 | |||
| 8004 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 62.220 | 64.000 | 64.000 | 413.00 | 26,432.00 | |||
| 8005 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -31,200.000 | 0.000 | -31,200.000 | 1.00 | -31,200.00 | -31,200.00 | |
| Project | BR09806102200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
| 0145 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,541.62 | 66,541.62 | |||
| 0150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,962.49 | 0.00 | |||
| SUBTOT | $51,139.39 |
$912,958.04 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0110-1-0I |
STEEL REINUN 615GR60 | LB |
45,762.00 | 0005 | $0.751480 | $32,669.77 | ||||||
0115-4-0I |
BOLSTERS, PLASTIC | EACH |
64.00 | 0005 | $4.769680 | $290.02 | ||||||
0115-3-0I |
BOLSTERS, EP COATED | EACH |
240.00 | 0005 | $0.936330 | $213.48 | ||||||
0115-2-0I |
STAY IN PL FORMS | EACH |
200.00 | 0005 | $0.689000 | $130.91 | ||||||
0115-1-0I |
STL REINEXCO 615GR60 | LB |
1,843.00 | 0005 | $0.851650 | $1,491.11 | ||||||
0110-1-0A |
STEEL REINUN 615GR60 | LB |
6,278.00 | 0005 | $0.751480 | $-4,481.90 | ||||||
0110-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0006 | $0.713906 | $-28,187.87 | ||||||
0115-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0006 | $0.809067 | $-1,491.11 | ||||||
0115-20C |
STAY IN PL FORMS | EACH |
0.00 | 0006 | $0.654550 | $-130.91 | ||||||
0115-30C |
BOLSTERS, EP COATED | EACH |
0.00 | 0006 | $0.889500 | $-213.48 | ||||||
0115-40C |
BOLSTERS, PLASTIC | EACH |
0.00 | 0006 | $4.531562 | $-290.02 | ||||||
| SUBTOT | $0.00 |
|||||||||||