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Report_Id: 229915 Est NO 0007 |
Date:02/06/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 229915 | Estimate Number | 0007 | 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 | BR09819912200 | ||||||
| Project No. | EMERGENCY | ||||||
| Primary County | PIKE | ||||||
| Name of Road | CR 1991 HURRICANE CREEK OVER ELKHORN CREEK | ||||||
| Description | REPLACE BRIDGE (098N00901N) ON HURRICANE CREEK (CR-1991). | ||||||
| Date Let | 08/01/2022 | Formal Acceptance | |||||
| Date Awarded | 09/17/2022 | Date Work Began | 09/21/2022 | ||||
| Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2022 | Actual Completion Date | 01/25/2023 | ||||
| Current Contract Amount | $750,011.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $750,011.85 |
Total Earnings | $510,803.90 |
$495,409.70 |
$15,394.20 |
|
| Percent Complete | 68.11 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $239,207.95 |
Gross Earnings | $510,803.90 |
$495,409.70 |
$15,394.20 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $510,803.90 |
$495,409.70 |
$15,394.20 |
|||
| Contract Id | 229915 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0007 | 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 | Liquidated Damamge Override | Approved | 11/23/2022 | $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 | 229915 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09819912200 | ||||||
| Estimate Nbr | 0007 | Period | 01/01/2023 TO 01/13/2023 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | BR09819912200 | 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 | BR09819912200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE - 098N00901N | |||||||
| 0005 | DGA BASE | 00001 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0010 | REMOVE PAVEMENT | 02091 | SQYD | 7.00 | 7.000 | 7.000 | 7.000 | 800.00 | 5,600.00 | |||
| 0015 | GRANULAR EMBANKMENT | 02223 | CUYD | 289.00 | 289.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0020 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 107.00 | 107.000 | 107.000 | 0.000 | 107.000 | 135.00 | 14,445.00 | 14,445.00 | |
| 0025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 0030 | TEMPORARY SIGNS | 02562 | SQFT | 64.00 | 64.000 | 64.000 | 64.000 | 25.00 | 1,600.00 | |||
| 0035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 45,000.00 | 13,500.00 | |||
| 0040 | MAINTAIN & CONTROL TRAFFIC TTC-110 LANE CLOSURE USING TRAFFIC SIGNA | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 6,500.00 | 3,250.00 | |||
| 0045 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 16,000.00 | 9,600.00 | |||
| 0050 | ARMORED EDGE FOR CONCRETE ALONE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 160.00 | 5,120.00 | |||
| 0055 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 75,000.00 | 37,500.00 | |||
| 0060 | CYCLOPEAN STONE RIP RAP NO OVERHEAD | 08019 | TON | 202.00 | 202.000 | 21.660 | 275.180 | 296.840 | 120.00 | 2,599.20 | 35,620.80 | |
| 0065 | PRE-DRILLING FOR PILES INSTALLATION | 08039 | LF | 68.00 | 68.000 | 150.000 | 150.000 | 575.00 | 86,250.00 | |||
| 0070 | PRE-DRILLING FOR PILES SOLID ROCK | 08039 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 575.00 | 14,950.00 | |||
| 0075 | PILES-STEEL HP12X53 20 TO 50 FEET | 08046 | LF | 128.00 | 128.000 | 253.890 | 253.890 | 250.00 | 63,472.50 | |||
| 0080 | CONCRETE-CLASS A 8.1 OR MORE | 08100 | CUYD | 154.00 | 154.000 | 109.910 | 109.910 | 825.00 | 90,675.75 | |||
| 0085 | CONCRETE-CLASS AA FOR 5" DECK | 08104 | CUYD | 21.00 | 21.000 | 12.000 | 21.000 | 33.000 | 1,650.00 | 19,800.00 | 54,450.00 | |
| 0090 | STEEL REINFORCEMENT | 08150 | LB | 9,939.00 | 9,939.000 | 9,939.000 | 9,939.000 | 2.60 | 25,841.40 | |||
| 0095 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,817.00 | 4,817.000 | 4,817.000 | 4,817.000 | 2.85 | 13,728.45 | |||
| 0100 | W SERVICE RELOCATE | 14081 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 32,500.00 | 0.00 | |||
| 0105 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.400 | 0.400 | 11,000.00 | 4,400.00 | |||
| 0110 | TRANSPORT AND SET CONCRETE BEAMS SET BEAMS ONLY | 22894NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0115 | RAIL SYSTEM TYPE II MOD NOT MOD | 25022ED | LF | 154.00 | 154.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -21,450.000 | -57,750.000 | -79,200.000 | 1.00 | -21,450.00 | -79,200.00 | |
| Project | BR09819912200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
| 0120 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,084.00 | 0.00 | |||
| SUBTOT | $15,394.20 |
$510,803.90 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0090-1-0I |
STEEL REINUN 615GR60 | LB |
10,457.00 | 0003 | $0.813530 | $8,081.78 | ||||||
0095-4-0I |
BOLSTERS, PLASTIC | EACH |
60.00 | 0003 | $3.975000 | $226.58 | ||||||
0095-3-0I |
STAY IN PL FORMS | EACH |
70.00 | 0003 | $0.689000 | $45.82 | ||||||
0095-2-0I |
BOLSTERS, EP COATED | EACH |
108.00 | 0003 | $4.770000 | $489.40 | ||||||
0095-1-0I |
STL REINEXCO 615GR60 | LB |
10,053.00 | 0003 | $0.915280 | $8,741.24 | ||||||
0090-1-0A |
STEEL REINUN 615GR60 | LB |
496.00 | 0003 | $0.813530 | $-383.34 | ||||||
0090-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0004 | $0.772858 | $-7,698.44 | ||||||
0095-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0004 | $0.869516 | $-8,741.24 | ||||||
0095-20C |
BOLSTERS, EP COATED | EACH |
0.00 | 0004 | $4.531481 | $-489.40 | ||||||
0095-30C |
STAY IN PL FORMS | EACH |
0.00 | 0004 | $0.654571 | $-45.82 | ||||||
0095-40C |
BOLSTERS, PLASTIC | EACH |
0.00 | 0004 | $3.776333 | $-226.58 | ||||||
| SUBTOT | $0.00 |
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