|
Report_Id: 244400 Est NO 0003 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 244400 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Stewart, Darren F | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | ADDR SN 0 VC Code KY0028406 | |||||
| EXCAVATING INC | |||||||
| PO BOX 6787 | |||||||
| NEW ALBANY , IN , 47151-6787 | |||||||
| Pay Period | 08/10/2024 TO 08/26/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | 0710502272301 | ||||||
| Project No. | HSIP 5166(019), FD05 105 0227 000-003 | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | STAMPING GROUND ROAD (KY 227) | ||||||
| Description | FROM THE INTERSECTION WITH US 460 EXTENDING NORTH TO THE INT ERSECTION WITH SEBREE ROAD | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 05/20/2024 | ||||
| Date Contract Executed | 02/28/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/28/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,000,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,000,000.00 |
Total Earnings | $261,027.52 |
$51,130.00 |
$209,897.52 |
|
| Percent Complete | 13.05 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,738,972.48 |
Gross Earnings | $261,027.52 |
$51,130.00 |
$209,897.52 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $261,027.52 |
$51,130.00 |
$209,897.52 |
|||
| Contract Id | 244400 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0003 | Project Number | HSIP 5166(019), FD05 105 0227 000-003 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 08/10/2024 TO 08/26/2024 | |||||||
| 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 | 244400 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 0710502272301 | ||||||
| Estimate Nbr | 0003 | Period | 08/10/2024 TO 08/26/2024 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | |||||||||
| Project | 0710502272301 | Fed/State Project Number | HSIP 5166(019) | 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 | |
| 0110 | DGA BASE | 00001 | TON | 294.00 | 294.000 | 128.310 | 0.000 | 128.310 | 90.00 | 11,547.90 | 11,547.90 | |
| 0115 | TRAFFIC BOUND BASE | 00020 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 36.00 | 36.000 | 46.940 | 0.000 | 46.940 | 127.00 | 5,961.38 | 5,961.38 | |
| 0125 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0130 | ASPHALT SEAL AGGREGATE | 00100 | TON | 13.50 | 13.500 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0135 | ASPHALT SEAL COAT | 00103 | TON | 1.60 | 1.600 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0140 | LEVELING & WEDGING PG64-22 | 00190 | TON | 363.00 | 363.000 | 373.130 | 0.000 | 373.130 | 150.00 | 55,969.50 | 55,969.50 | |
| 0145 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0150 | CL2 ASPH SURF 0.38B PG64-22 REVISED 7-18-23 | 00307 | TON | 214.00 | 214.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0155 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0160 | MOBILIZATION FOR MILL & TEXT (SCOTT KY 227 HSIP) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0165 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| Project | 0710502272301 | Fed/State Project Number | HSIP 5166(019) | Category | 0002 ROADWAY | |||||||
| 0170 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 41.00 | 41.000 | 27.000 | 0.000 | 27.000 | 15.97 | 431.19 | 431.19 | |
| 0175 | TEMP DITCH | 02159 | LF | 4,940.00 | 4,940.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | ROADWAY EXCAVATION | 02200 | CUYD | 46.00 | 46.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0185 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,019.00 | 1,019.000 | 100.000 | 100.000 | 68.00 | 6,800.00 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,912.50 | 1,912.500 | 1,479.250 | 0.000 | 1,479.250 | 34.62 | 51,211.63 | 51,211.63 | |
| 0195 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 85.70 | 342.80 | 342.80 | |
| 0200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 4.000 | 0.000 | 4.000 | 3,545.26 | 14,181.04 | 14,181.04 | |
| 0205 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 4,189.21 | 16,756.84 | 16,756.84 | |
| 0210 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,415.36 | 0.00 | |||
| 0215 | REMOVE GUARDRAIL | 02381 | LF | 2,028.00 | 2,028.000 | 2,028.000 | 0.000 | 2,028.000 | 4.55 | 9,227.40 | 9,227.40 | |
| 0220 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 40.00 | 40.000 | 40.000 | 0.000 | 40.000 | 64.46 | 2,578.40 | 2,578.40 | |
| 0225 | CHANNEL LINING CLASS II | 02483 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0230 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 244.500 | 244.500 | 10.00 | 2,445.00 | |||
| 0235 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 177.00 | 177.000 | 109.000 | 0.000 | 109.000 | 10.00 | 1,090.00 | 1,090.00 | |
| 0240 | MAINTAIN & CONTROL TRAFFIC (SCOTT KY 227 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 475,551.53 | 0.00 | |||
| 0245 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,300.00 | 12,600.00 | |||
| 0250 | EDGELINE RUMBLE STRIPS | 02697 | LF | 2,530.00 | 2,530.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0255 | TEMP SILT FENCE | 02701 | LF | 2,470.00 | 2,470.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0265 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0275 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0280 | STAKING (SCOTT KY 227 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0285 | CRIBBING | 03236 | SQFT | 980.00 | 980.000 | 490.000 | 0.000 | 490.000 | 17.41 | 8,530.90 | 8,530.90 | |
| 0290 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 1,350.00 | 1,350.000 | 1,350.000 | 1,350.000 | 19.50 | 26,325.00 | |||
| 0295 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,100.00 | 1,100.000 | 1,000.000 | 0.000 | 1,000.000 | 3.37 | 3,370.00 | 3,370.00 | |
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,195.00 | 2,195.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.100 | 0.000 | 0.100 | 2,161.75 | 216.17 | 216.17 | |
| 0310 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 2,161.73 | 0.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 4,390.00 | 4,390.000 | 435.000 | 0.000 | 435.000 | 0.81 | 352.35 | 352.35 | |
| 0320 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.80 | 2.800 | 0.000 | 0.000 | 133.87 | 0.00 | |||
| 0325 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 384.81 | 384.810 | 0.000 | 0.000 | 49.72 | 0.00 | |||
| 0330 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 42.12 | 42.120 | 0.000 | 0.000 | 51.44 | 0.00 | |||
| 0335 | STEEL POST TYPE 1 | 06410 | LF | 718.00 | 718.000 | 0.000 | 0.000 | 34.14 | 0.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 8,760.00 | 8,760.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0345 | REMOVE SIGN | 21373ND | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 95.57 | 0.00 | |||
| 0350 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0355 | BARCODE SIGN INVENTORY | 24631EC | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 46.24 | 0.00 | |||
| 0360 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 4,380.00 | 4,380.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0365 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 4,380.00 | 4,380.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| Project | 0710502272301 | Fed/State Project Number | HSIP 5166(019) | Category | 0003 DRAINAGE | |||||||
| 0370 | CULVERT PIPE-18 IN | 00462 | LF | 31.00 | 31.000 | 9.000 | 8.000 | 17.000 | 370.00 | 3,330.00 | 6,290.00 | |
| 0375 | REMOVE PIPE | 01310 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0380 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0385 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0390 | FOUNDATION PREPARATION (4'X3.25' RCBC) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,000.00 | 15,000.00 | 15,000.00 | |
| 0395 | CONCRETE-CLASS A | 08100 | CUYD | 12.70 | 12.700 | 7.000 | 0.000 | 7.000 | 1,400.00 | 9,800.00 | 9,800.00 | |
| 0400 | STEEL REINFORCEMENT | 08150 | LB | 1,653.00 | 1,653.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0405 | CLEAN CULVERT (4'x3.25' RCBC, STA 140+86) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0410 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| Project | 0710502272301 | Fed/State Project Number | HSIP 5166(019) | Category | 0004 DEMOBILIZATION | |||||||
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.01 | 0.00 | |||
| SUBTOT | $209,897.51 |
$261,027.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP10502272301 | Fed/State Project Number | FD05 105 0227 000-003 | 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 | |
| 0005 | DGA BASE | 00001 | TON | 400.00 | 400.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 242.00 | 242.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0015 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0025 | MAINTAIN & CONTROL TRAFFIC (SCOTT KY 227 FD05) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 345,762.71 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT (SCOTT KY 227 FD05) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 85.00 | 85.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0040 | EDGELINE RUMBLE STRIPS | 02697 | LF | 25,170.00 | 25,170.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0045 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,000.00 | 15,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0050 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 31,500.00 | 31,500.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0055 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 31,500.00 | 31,500.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0060 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0065 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 140.00 | 140.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0070 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0075 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,015.00 | 5,015.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0080 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,597.00 | 12,597.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0085 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0090 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,070.00 | 0.00 | |||
| 0095 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,070.00 | 0.00 | |||
| Project | MP10502272301 | Fed/State Project Number | FD05 105 0227 000-003 | Category | 0002 PAVING | |||||||
| 0100 | CL2 ASPH SURF 0.38B PG64-22 REVISED 7-18-23 | 00307 | TON | 3,300.00 | 3,300.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8000 | CL2 ASPH BASE 0.75D PG64-22 Add'l base mat'l needed for base failure @ 0.22 & 0.25 MP | 00221 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | MP10502272301 | Fed/State Project Number | FD05 105 0227 000-003 | Category | 0003 DEMOBILIZATION | |||||||
| 0105 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,999.99 | 0.00 | |||
| SUBTOT | $0.00 |
$261,027.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||