|
Report_Id: 232030 Est NO 0001 |
Date:09/20/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 232030 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 0 VC Code KY0029875 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 06/15/2023 TO 08/24/2023 | ||||||
| Date Approved | 09/04/2023 | ||||||
| Primary Proj Number | MP024041A2301 | ||||||
| Project No. | FD05 024 041A 014-016, FD05 024 041A 015-016 | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | FORT CAMPBELL BLVD (US 41A) | ||||||
| Description | BEGIN AT THE NORTH END OF SOUTH FORK LITTLE RIVER BRIDGE EXT ENDING NORTH TO 275 FEET SOUTH OF THE RAILROAD CROSSING | ||||||
| Date Let | 05/25/2023 | Formal Acceptance | |||||
| Date Awarded | 06/06/2023 | Date Work Began | 08/14/2023 | ||||
| Date Contract Executed | 06/15/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/15/2023 | Actual Completion Date | |||||
| Current Contract Amount | $981,091.34 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $981,091.34 |
Total Earnings | $35,380.61 |
$0.00 |
$35,380.61 |
|
| Percent Complete | 3.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $945,710.73 |
Gross Earnings | $35,380.61 |
$0.00 |
$35,380.61 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $35,380.61 |
$0.00 |
$35,380.61 |
|||
| Contract Id | 232030 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0001 | Project Number | FD05 024 041A 014-016, FD05 024 041A 015-016 | |||||||
| Contractor | ROGERS GROUP INC | Period | 06/15/2023 TO 08/24/2023 | |||||||
| 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 | 232030 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | ASRS ASPHALT RESURFACING | TRANSPORTATION CABINET |
Primary Project Number | MP024041A2301 | ||||||
| Estimate Nbr | 0001 | Period | 06/15/2023 TO 08/24/2023 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | MP024041A2301 | Fed/State Project Number | FD05 024 041A 014-016 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CL3 ASPH SURF 0.50B PG64-22 (REVISED 5/11/2023) | 00324 | TON | 3,470.00 | 3,470.000 | 0.000 | 0.000 | 117.84 | 0.00 | |||
| 0010 | TEMPORARY SIGNS | 02562 | SQFT | 330.00 | 330.000 | 0.000 | 0.000 | 11.83 | 0.00 | |||
| 0015 | MAINTAIN & CONTROL TRAFFIC (FD05 024 041A 014-016) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,538.16 | 0.00 | |||
| 0020 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0025 | MOBILIZATION FOR MILL & TEXT (FD05 024 041A 014-016) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,470.00 | 3,470.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 0035 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 505.00 | 0.00 | |||
| 0040 | CONDUIT-1 1/4 IN (PLANNING LOOPS) | 04793 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 6.58 | 0.00 | |||
| 0045 | TRENCHING AND BACKFILLING (PLANNING LOOPS) | 04820 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0050 | LOOP WIRE | 04830 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0055 | LOOP SAW SLOT AND FILL (PLANNING LOOPS) | 04895 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 22,000.00 | 22,000.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0065 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 7,250.00 | 7,250.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0070 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 13,850.00 | 13,850.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0075 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 171.00 | 171.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0085 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0090 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0095 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 240.00 | 240.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0100 | FUEL ADJUSTMENT | 10020NS | DOLL | 3,951.00 | 3,951.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 9,923.00 | 9,923.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | JOINT ADHESIVE | 20071EC | LF | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0115 | WOOD POST (PLANNING LOOPS) | 20360ES818 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0120 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 (PLANNING LOOPS) | 20468EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0125 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 3,470.00 | 3,470.000 | 0.000 | 0.000 | 10.12 | 0.00 | |||
| 0130 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 11.44 | 0.00 | |||
| 0135 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 15.00 | 15.000 | 0.000 | 0.000 | 1,198.25 | 0.00 | |||
| 0140 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | MP024041A2301 | Fed/State Project Number | FD05 024 041A 014-016 | Category | 0002 DEMOBILIZATION | |||||||
| 0145 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,724.31 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP024041A2302 | Fed/State Project Number | FD05 024 041A 015-016 | Category | 0001 PAVING | |||||||
| 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 | |
| 0150 | LEVELING & WEDGING PG64-22 | 00190 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 131.92 | 0.00 | |||
| 0155 | CL3 ASPH SURF 0.50B PG64-22 (REVISED 5/11/2023) | 00324 | TON | 885.00 | 885.000 | 0.000 | 0.000 | 117.84 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 230.00 | 230.000 | 0.000 | 0.000 | 11.83 | 0.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC (FD05 024 041A 015-016) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 12,473.53 | 1,247.35 | 1,247.35 | |
| 0170 | MOBILIZATION FOR MILL & TEXT (FD05 024 041A 015-016) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0175 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 885.00 | 885.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 0180 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 45.00 | 45.000 | 84.340 | 0.000 | 84.340 | 281.71 | 23,759.42 | 23,759.42 | |
| 0185 | BASE FAILURE REPAIR | 03240 | SQYD | 355.00 | 355.000 | 0.000 | 0.000 | 98.23 | 0.00 | |||
| 0190 | CONDUIT-1 1/4 IN (PLANNING LOOPS) | 04793 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 6.58 | 0.00 | |||
| 0195 | CONDUIT-2 IN (PLANNING LOOPS) | 04795 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 9.13 | 0.00 | |||
| 0200 | TRENCHING AND BACKFILLING (PLANNING LOOPS) | 04820 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0205 | PIEZOELECTRIC SENSOR (PLANNING LOOPS) | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0210 | LOOP WIRE (PLANNING LOOPS) | 04830 | LF | 2,050.00 | 2,050.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0215 | LOOP SAW SLOT AND FILL (PLANNING LOOPS) | 04895 | LF | 410.00 | 410.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0225 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 143.00 | 143.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0245 | JOINT ADHESIVE | 20071EC | LF | 5,800.00 | 5,800.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0250 | GALVANIZED STEEL CABINET (PLANNING LOOPS) | 20359NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0255 | WOOD POST (PLANNING LOOPS) | 20360ES818 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0260 | ELECTRICAL JUNCTION BOX TYPE A (PLANNING LOOPS) | 20391NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0265 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 48.00 | 48.000 | 56.000 | 0.000 | 56.000 | 55.18 | 3,090.08 | 3,090.08 | |
| 0270 | DETECTABLE WARNINGS (RETROFIT) | 23158ES505 | SQFT | 104.00 | 104.000 | 132.000 | 0.000 | 132.000 | 55.18 | 7,283.76 | 7,283.76 | |
| 0275 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 885.00 | 885.000 | 0.000 | 0.000 | 10.12 | 0.00 | |||
| 0280 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 143.00 | 143.000 | 0.000 | 0.000 | 11.44 | 0.00 | |||
| 0285 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,198.25 | 0.00 | |||
| 0290 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | MP024041A2302 | Fed/State Project Number | FD05 024 041A 015-016 | Category | 0002 DEMOBILIZATION | |||||||
| 0295 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,724.32 | 0.00 | |||
| SUBTOT | $35,380.61 |
$35,380.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||