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Report_Id: 215199 Est NO 0003 |
Date:07/21/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 215199 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11300) Nicholson, Robert C. | ||||||
| Contractor | M & M SERVICES CO INC | ADDR SN 0 VC Code KY0036144 | |||||
| 229 MIDLAND TR | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 07/01/2021 TO 07/09/2021 | ||||||
| Date Approved | 07/15/2021 | ||||||
| Primary Proj Number | BR02604211901 | ||||||
| Project No. | STP BRZ 9030 (068) | ||||||
| Primary County | CLAY | ||||||
| Name of Road | US 421 | ||||||
| Description | ADDRESS DEFICIENCIES OF US 421 BRIDGE OVER BRANCH OF ISLAND CREEK. (026B00002N) | ||||||
| Date Let | 03/19/2021 | Formal Acceptance | |||||
| Date Awarded | 03/30/2021 | Date Work Began | |||||
| Date Contract Executed | 04/13/2021 | Open To Traffic | |||||
| Date NTP Issued | 05/24/2021 | Actual Completion Date | |||||
| Current Contract Amount | $309,826.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $309,826.98 |
Total Earnings | $31,380.00 |
$20,580.00 |
$10,800.00 |
|
| Percent Complete | 23.26 |
Stockpiled Materials | $40,696.58 |
$40,696.58 |
$0.00 |
|
| Funds Available | $237,750.40 |
Gross Earnings | $72,076.58 |
$61,276.58 |
$10,800.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $72,076.58 |
$61,276.58 |
$10,800.00 |
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| Contract Id | 215199 | Change Order Summary |
County | CLAY | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 9030 (068) | |||||||
| Contractor | M & M SERVICES CO INC | Period | 07/01/2021 TO 07/09/2021 | |||||||
| 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 | 215199 | COMMONWEALTH OF KENTUCKY |
County | CLAY | ||||||
| Contract Type | BRSP BRIDGE SUPERSTRUCTURE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02604211901 | ||||||
| Estimate Nbr | 0003 | Period | 07/01/2021 TO 07/09/2021 | |||||||
| Contractor | M & M SERVICES CO INC | |||||||||
| Project | BR02604211901 | Fed/State Project Number | STP BRZ 9030 (068) | 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 | BR02604211901 | Fed/State Project Number | STP BRZ 9030 (068) | Category | 0001 BRIDGE - 026B00002N | |||||||
| 0005 | ENTRANCE PIPE-18 IN | 00441 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0010 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0015 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0020 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 187.50 | 187.500 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 0030 | REMOVE GUARDRAIL | 02381 | LF | 187.50 | 187.500 | 100.000 | 0.000 | 100.000 | 8.00 | 800.00 | 800.00 | |
| 0035 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0040 | CONCRETE-CLASS B | 02555 | CUYD | 4.00 | 4.000 | 1.850 | 1.850 | 800.00 | 1,480.00 | |||
| 0045 | RETAINING WALL-GABION | 02610 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 47,000.00 | 4,700.00 | |||
| 0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0060 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0065 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0070 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 141.00 | 141.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0075 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0080 | CONCRETE-CLASS A | 08100 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0085 | CONCRETE-CLASS AA | 08104 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0090 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0095 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0100 | STEEL REINFORCEMENT | 08150 | LB | 2,208.00 | 2,208.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0105 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 6,022.00 | 6,022.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0110 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 20,000.00 | 10,000.00 | 10,000.00 | |
| 0115 | PRECAST PC I BEAM TYPE 1 | 08631 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0120 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0125 | SNOW FENCE | 21476ED | LF | 400.00 | 400.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0130 | CONCRETE SEALING | 23378EC | SQFT | 2,046.00 | 2,046.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0135 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 55.00 | 55.000 | 0.000 | 0.000 | 172.00 | 0.00 | |||
| Project | BR02604211901 | Fed/State Project Number | STP BRZ 9030 (068) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0145 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,230.98 | 0.00 | |||
| SUBTOT | $10,800.00 |
$31,380.00 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0115-1-0I |
4 Beams @ 26'-6" | LF |
106.00 | 0001 | $383.930000 | $40,696.58 | ||||||
| SUBTOT | $40,696.58 |
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