|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/10/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122401 | Estimate Number | 0010 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12320) Moore, Matthew B. | ||||||
| Contractor | M & D GENERAL CONTRACTORS INC | ADDR SN 0 VC Code VC0000098472 | |||||
| PO BOX 1447 | |||||||
| BARBOURVILLE , KY , 40906 | |||||||
| Pay Period | 01/25/2014 TO 03/19/2014 | ||||||
| Date Approved | 06/10/2014 | ||||||
| Primary Proj Number | MP08009081202 | ||||||
| Project No. | FD51 080 0908 000-006, FD51 080 1714 000-001, FD51 080 2031 000-006, FD51 080 3413 000-001 | ||||||
| Primary County | MARTIN | ||||||
| Name of Road | KY 908, KY 1714, KY 2031 AND KY 3413 IN MARTIN COUNTY | ||||||
| Description | KY 908, KY 1714, KY 2031 AND KY 3413 IN MARTIN COUNTY | ||||||
| Date Let | 01/27/2012 | Formal Acceptance | 03/27/2013 | ||||
| Date Awarded | 02/08/2012 | Date Work Began | 03/27/2012 | ||||
| Date Contract Executed | 02/29/2012 | Open To Traffic | 07/11/2012 | ||||
| Date NTP Issued | 02/29/2012 | Actual Completion Date | 07/11/2012 | ||||
| Current Contract Amount | $217,897.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $217,929.15 |
Total Earnings | $185,221.80 |
$183,471.80 |
$1,750.00 |
|
| Percent Complete | 85.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $32,676.18 |
Gross Earnings | $185,221.80 |
$183,471.80 |
$1,750.00 |
|
| Total Change Orders | $-31.17 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $185,221.80 |
$183,471.80 |
$1,750.00 |
|||
| Contract Id | 122401 | Change Order Summary |
County | MARTIN | ||||||
| Estimate Nbr | 0010 | Project Number | FD51 080 0908 000-006, FD51 080 1714 000-001, FD51 080 2031 000-006, FD51 080 3413 000-001 | |||||||
| Contractor | M & D GENERAL CONTRACTORS INC | Period | 01/25/2014 TO 03/19/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cyclopean RipRap | Approved | 08/23/2012 | $-31.17 | 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 | 122401 | COMMONWEALTH OF KENTUCKY |
County | MARTIN | ||||||
| Contract No | E1, E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | MP08009081202 | ||||||
| Estimate Nbr | 0010 | Period | 01/25/2014 TO 03/19/2014 | |||||||
| Contractor | M & D GENERAL CONTRACTORS INC | |||||||||
| Project | MP08009081202 | Fed/State Project Number | FD51 080 0908 000-006 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 400.00 | 400.000 | 600.000 | 600.000 | 18.00 | 10,800.00 | |||
| 0040 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 55.00 | 55.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0060 | SIGNS | 02562 | SQFT | 170.00 | 170.000 | 96.000 | 96.000 | 6.50 | 624.00 | |||
| 0070 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 237.00 | 237.000 | 158.660 | 158.660 | 4.00 | 634.64 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC KY 908 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 0090 | RAILROAD RAILS-DRILLED | 03234 | LF | 1,092.00 | 1,092.000 | 1,092.000 | 1,092.000 | 16.45 | 17,963.40 | |||
| 0100 | EXCAVATION AND BACKFILL | 03235 | CUYD | 107.00 | 107.000 | 53.320 | 53.320 | 34.00 | 1,812.88 | |||
| 0110 | CRIBBING | 03236 | SQFT | 956.00 | 956.000 | 480.000 | 480.000 | 3.75 | 1,800.00 | |||
| Project | MP08009081202 | Fed/State Project Number | FD51 080 0908 000-006 | Category | 0002 DEMOBILIZATION | |||||||
| 0120 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 713.70 | 356.85 | 713.70 | |
| SUBTOT | $356.85 |
$41,203.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP08017141201 | Fed/State Project Number | FD51 080 1714 000-001 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0040 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 140.00 | 154.640 | 154.640 | 154.640 | 30.00 | 4,639.20 | |||
| 0050 | CONCRETE-CLASS B | 02555 | CUYD | 7.00 | 12.000 | 12.000 | 12.000 | 290.00 | 3,480.00 | |||
| 0060 | SIGNS | 02562 | SQFT | 170.00 | 170.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC KY 1714 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8001 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 177.770 | 177.770 | 177.770 | 4.00 | 711.08 | |||
| Project | MP08017141201 | Fed/State Project Number | FD51 080 1714 000-001 | Category | 0002 DEMOBILIZATION | |||||||
| 0120 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 713.70 | 356.85 | 713.70 | |
| SUBTOT | $356.85 |
$51,847.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP08020311201 | Fed/State Project Number | FD51 080 2031 000-006 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 75.000 | 75.000 | 18.00 | 1,350.00 | |||
| 0040 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0050 | REMOVE & RESET GUARDRAIL | 02383 | LF | 225.00 | 225.000 | 175.000 | 175.000 | 12.00 | 2,100.00 | |||
| 0060 | SIGNS | 02562 | SQFT | 190.00 | 190.000 | 96.000 | 96.000 | 6.50 | 624.00 | |||
| 0070 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 766.00 | 766.000 | 863.330 | 863.330 | 4.00 | 3,453.32 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC KY 2031 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,213.00 | 22,213.00 | |||
| 0090 | RAILROAD RAILS-DRILLED | 03234 | LF | 4,152.00 | 2,597.000 | 2,365.000 | 2,365.000 | 16.45 | 38,904.25 | |||
| 0100 | EXCAVATION AND BACKFILL | 03235 | CUYD | 408.00 | 408.000 | 162.980 | 162.980 | 34.00 | 5,541.32 | |||
| 0110 | CRIBBING | 03236 | SQFT | 2,819.00 | 2,819.000 | 1,467.000 | 1,467.000 | 3.75 | 5,501.25 | |||
| 8002 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 0.00 | 613.140 | 613.140 | 613.140 | 30.00 | 18,394.20 | |||
| 8003 | CONCRETE-CLASS B Used for Grout | 02555 | CUYD | 0.00 | 3.000 | 3.000 | 3.000 | 290.00 | 870.00 | |||
| 8004 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 368.410 | 368.410 | 368.410 | 10.00 | 3,684.10 | |||
| Project | MP08020311201 | Fed/State Project Number | FD51 080 2031 000-006 | Category | 0002 DEMOBILIZATION | |||||||
| 0120 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 1,358.89 | 679.44 | 1,358.89 | |
| SUBTOT | $679.44 |
$157,841.93 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0090-2-0I |
RAILROAD RAILS | LF |
1,902.00 | 0001 | $10.355000 | $19,695.21 | ||||||
0090-1-0I |
RAILROAD RAILS | LF |
2,310.00 | 0001 | $10.355000 | $23,920.05 | ||||||
0090-2-0A |
RAILROAD RAILS | LF |
1,902.00 | 0003 | $10.355000 | $-19,695.21 | ||||||
0090-1-0A |
RAILROAD RAILS | LF |
2,310.00 | 0003 | $10.355000 | $-23,920.05 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP08034131201 | Fed/State Project Number | FD51 080 3413 000-001 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 275.00 | 275.000 | 325.000 | 325.000 | 18.00 | 5,850.00 | |||
| 0040 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0050 | SIGNS | 02562 | SQFT | 170.00 | 170.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0060 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 159.00 | 159.000 | 143.990 | 143.990 | 4.00 | 575.96 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC KY 3413 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,600.00 | 5,600.00 | |||
| 0080 | RAILROAD RAILS-DRILLED | 03234 | LF | 1,053.00 | 1,053.000 | 546.000 | 546.000 | 16.45 | 8,981.70 | |||
| 0090 | EXCAVATION AND BACKFILL | 03235 | CUYD | 68.00 | 68.000 | 54.000 | 54.000 | 34.00 | 1,836.00 | |||
| 0100 | CRIBBING | 03236 | SQFT | 607.00 | 607.000 | 486.000 | 486.000 | 3.75 | 1,822.50 | |||
| Project | MP08034131201 | Fed/State Project Number | FD51 080 3413 000-001 | Category | 0002 DEMOBILIZATION | |||||||
| 0110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 713.70 | 356.85 | 713.70 | |
| SUBTOT | $356.85 |
$185,221.80 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||