Report_Id: 234305 Est NO 0001 |
Date:03/18/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234305 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
District Office | LOUISVILLE (05380) Barnett, Joseph W. | ||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC | ADDR SN 0 VC Code KY0028406 | |||||
EXCAVATING INC | |||||||
PO BOX 6787 | |||||||
NEW ALBANY , IN , 47151-6787 | |||||||
Pay Period | 08/29/2023 TO 02/22/2024 | ||||||
Date Approved | 03/03/2024 | ||||||
Primary Proj Number | 0503704212201 | ||||||
Project No. | HSIP 4201(087) | ||||||
Primary County | FRANKLIN | ||||||
Name of Road | BALD KNOB ROAD (US 421) | ||||||
Description | FROM 0.095 MILES NORTH OF CLIFTY DRIVE EXTENDING NORTH TO KY 12 | ||||||
Date Let | 07/20/2023 | Formal Acceptance | |||||
Date Awarded | 07/31/2023 | Date Work Began | 02/19/2023 | ||||
Date Contract Executed | 08/29/2023 | Open To Traffic | |||||
Date NTP Issued | 08/29/2023 | Actual Completion Date | |||||
Current Contract Amount | $3,420,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $3,420,000.00 |
Total Earnings | $59,726.70 |
$0.00 |
$59,726.70 |
|
Percent Complete | 1.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $3,360,273.30 |
Gross Earnings | $59,726.70 |
$0.00 |
$59,726.70 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $59,726.70 |
$0.00 |
$59,726.70 |
|||
Contract Id | 234305 | Change Order Summary |
County | FRANKLIN | ||||||
Estimate Nbr | 0001 | Project Number | HSIP 4201(087) | |||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 08/29/2023 TO 02/22/2024 | |||||||
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 | 234305 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0503704212201 | ||||||
Estimate Nbr | 0001 | Period | 08/29/2023 TO 02/22/2024 | |||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC | |||||||||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | 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 | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 674.00 | 674.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 415.00 | 415.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 40.70 | 40.700 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 4.86 | 4.860 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 205.00 | 205.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 164.00 | 164.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 229.00 | 229.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.10 | 2.100 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0045 | ASPHALT WEDGE CURB | 01897 | LF | 1,165.00 | 1,165.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
0050 | MOBILIZATION FOR MILL & TEXT (FRANKLIN US 421) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 225.00 | 225.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
0060 | EDGELINE RUMBLE STRIPS | 02697 | LF | 2,525.00 | 2,525.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0002 ROADWAY | |||||||
0065 | REMOVE TREES OR STUMPS | 02460 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
0070 | CHANNEL LINING CLASS II | 02483 | TON | 258.00 | 258.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0075 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 228.000 | 0.000 | 228.000 | 12.00 | 2,736.00 | 2,736.00 | |
0080 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,596.00 | 1,596.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0085 | MAINTAIN & CONTROL TRAFFIC (FRANKLIN US 421) | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 910,000.00 | 45,500.00 | 45,500.00 | |
0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 9,000.00 | 9,000.00 | 9,000.00 | |
0095 | TEMP SILT FENCE | 02701 | LF | 15,399.00 | 15,399.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0100 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
0105 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
0110 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
0115 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0120 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0125 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0130 | STAKING (FRANKLIN US 421) | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 49,814.01 | 2,490.70 | 2,490.70 | |
0135 | RAILROAD RAILS-DRILLED | 03234 | LF | 9,660.00 | 9,660.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
0140 | EXCAVATION AND BACKFILL | 03235 | CUYD | 330.00 | 330.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0145 | CRIBBING | 03236 | SQFT | 4,230.00 | 4,230.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
0150 | BASE FAILURE REPAIR | 03240 | SQYD | 135.00 | 135.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
0155 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
0160 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,653.00 | 10,653.000 | 0.000 | 0.000 | 3.10 | 0.00 | |||
0170 | TEMP MULCH | 05952 | SQYD | 19,684.00 | 19,684.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 14,763.00 | 14,763.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
0180 | INITIAL FERTILIZER | 05963 | TON | 0.17 | 0.170 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0185 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0190 | SEEDING AND PROTECTION | 05985 | SQYD | 17,806.00 | 17,806.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
0195 | SODDING | 05990 | SQYD | 1,065.00 | 1,065.000 | 0.000 | 0.000 | 12.21 | 0.00 | |||
0200 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,760.00 | 4,760.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
0205 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 123,192.00 | 123,192.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
0210 | RETAINING WALL (STANDARD GRAVITY OR POLYPROPYLENE BARRI | 08018 | SQFT | 400.00 | 400.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0215 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 554.00 | 554.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0220 | ROADSIDE REGRADING | 26175EC | LF | 855.00 | 855.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0003 DRAINAGE | |||||||
0225 | CULVERT PIPE-18 IN | 00462 | LF | 6.00 | 6.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
0230 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0235 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0240 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
0245 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0250 | FITTINGS | 21819NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0004 SIGNING | |||||||
0255 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,884.19 | 1,884.190 | 0.000 | 0.000 | 49.98 | 0.00 | |||
0260 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 5.56 | 5.560 | 0.000 | 0.000 | 71.38 | 0.00 | |||
0265 | STEEL POST TYPE 1 | 06410 | LF | 3,965.00 | 3,965.000 | 0.000 | 0.000 | 31.92 | 0.00 | |||
0270 | REMOVE SIGN | 21373ND | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0275 | BARCODE SIGN INVENTORY | 24631EC | EACH | 451.00 | 451.000 | 0.000 | 0.000 | 40.82 | 0.00 | |||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0005 GUARDRAIL | |||||||
0280 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 366.00 | 366.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
0285 | SITE PREPARATION (EMBED EXISTING GUARDRAIL POST) | 02187 | EACH | 249.00 | 249.000 | 0.000 | 0.000 | 5.67 | 0.00 | |||
0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 82.20 | 0.00 | |||
0295 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,939.64 | 0.00 | |||
0300 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,063.56 | 0.00 | |||
0305 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,575.26 | 0.00 | |||
0310 | REMOVE GUARDRAIL | 02381 | LF | 16,850.00 | 16,850.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
0315 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 4,724.67 | 0.00 | |||
0320 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 249.00 | 249.000 | 0.000 | 0.000 | 122.18 | 0.00 | |||
0325 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 182.36 | 0.00 | |||
0330 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 17,095.00 | 17,095.000 | 0.000 | 0.000 | 33.74 | 0.00 | |||
Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0006 DEMOBILIZATION | |||||||
0335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
SUBTOT | $59,726.70 |
$59,726.70 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |