|
Report_Id: 234305 Est NO 0018 |
Date:01/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234305 | Estimate Number | 0018 | 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 | 12/13/2024 TO 12/31/2024 | ||||||
| Date Approved | 01/10/2025 | ||||||
| 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 | $3,555,350.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,420,000.00 |
Total Earnings | $2,673,229.84 |
$2,554,818.22 |
$118,411.62 |
|
| Percent Complete | 77.07 |
Stockpiled Materials | $66,860.27 |
$93,023.08 |
$-26,162.81 |
|
| Funds Available | $815,259.89 |
Gross Earnings | $2,740,090.11 |
$2,647,841.30 |
$92,248.81 |
|
| Total Change Orders | $135,350.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,740,090.11 |
$2,647,841.30 |
$92,248.81 |
|||
| Contract Id | 234305 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0018 | Project Number | HSIP 4201(087) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 12/13/2024 TO 12/31/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Landslide correction | Approved | 06/25/2024 | $135,350.00 | 17.0 | |||||
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 | 234305 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0503704212201 | ||||||
| Estimate Nbr | 0018 | Period | 12/13/2024 TO 12/31/2024 | |||||||
| 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 | 69.630 | 1,504.000 | 1,573.630 | 55.00 | 3,829.65 | 86,549.65 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 415.00 | 415.000 | 99.020 | 325.840 | 424.860 | 55.00 | 5,446.10 | 23,367.30 | |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 40.70 | 40.700 | 51.880 | 51.880 | 600.00 | 31,128.00 | |||
| 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 | 139.530 | 139.530 | 165.00 | 23,022.45 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 164.00 | 164.000 | 145.980 | 145.980 | 240.00 | 35,035.20 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 229.00 | 229.000 | 354.190 | 354.190 | 250.00 | 88,547.50 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.10 | 2.100 | 0.800 | 0.800 | 1.00 | 0.80 | |||
| 0045 | ASPHALT WEDGE CURB | 01897 | LF | 1,165.00 | 1,165.000 | 1,319.000 | 1,319.000 | 16.00 | 21,104.00 | |||
| 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 | 197.000 | 197.000 | 120.00 | 23,640.00 | |||
| 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 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 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 | 316.000 | 316.000 | 12.00 | 3,792.00 | |||
| 0080 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,596.00 | 2,046.000 | 1,452.900 | 1,452.900 | 3.00 | 4,358.70 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC (FRANKLIN US 421) | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 910,000.00 | 637,000.00 | |||
| 0090 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0095 | TEMP SILT FENCE | 02701 | LF | 15,399.00 | 15,399.000 | 390.000 | 390.000 | 2.50 | 975.00 | |||
| 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 | 0.700 | 0.700 | 49,814.01 | 34,869.80 | |||
| 0135 | RAILROAD RAILS-DRILLED | 03234 | LF | 9,660.00 | 11,240.000 | 11,255.000 | 11,255.000 | 37.50 | 422,062.50 | |||
| 0140 | EXCAVATION AND BACKFILL | 03235 | CUYD | 330.00 | 434.000 | 40.000 | 363.150 | 403.150 | 100.00 | 4,000.00 | 40,315.00 | |
| 0145 | CRIBBING | 03236 | SQFT | 4,230.00 | 6,102.000 | 800.000 | 7,641.000 | 8,441.000 | 12.50 | 10,000.00 | 105,512.50 | |
| 0150 | BASE FAILURE REPAIR | 03240 | SQYD | 135.00 | 317.000 | 317.000 | 317.000 | 225.00 | 71,325.00 | |||
| 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 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 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 | 236.900 | 236.900 | 0.68 | 161.09 | |||
| 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 | 2,823.000 | 2,823.000 | 0.22 | 621.06 | |||
| 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 | 576.000 | 576.000 | 250.00 | 144,000.00 | |||
| 0215 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 554.00 | 554.000 | 437.300 | 437.300 | 50.00 | 21,865.00 | |||
| 0220 | ROADSIDE REGRADING | 26175EC | LF | 855.00 | 855.000 | 267.000 | 267.000 | 85.00 | 22,695.00 | |||
| Project | 0503704212201 | Fed/State Project Number | HSIP 4201(087) | Category | 0003 DRAINAGE | |||||||
| 0225 | CULVERT PIPE-18 IN | 00462 | LF | 6.00 | 6.000 | 16.000 | 16.000 | 750.00 | 12,000.00 | |||
| 0230 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 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 | 4.000 | 4.000 | 7,000.00 | 28,000.00 | |||
| 0245 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 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 | 41.000 | 265.000 | 306.000 | 12.60 | 516.60 | 3,855.60 | |
| 0285 | SITE PREPARATION (EMBED EXISTING GUARDRAIL POST) | 02187 | EACH | 249.00 | 249.000 | 128.000 | 711.000 | 839.000 | 5.67 | 725.76 | 4,757.13 | |
| 0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 41.00 | 41.000 | 9.000 | 40.000 | 49.000 | 82.20 | 739.80 | 4,027.80 | |
| 0295 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 3.000 | 10.000 | 13.000 | 3,939.64 | 11,818.92 | 51,215.32 | |
| 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 | 3.000 | 3.000 | 1,575.26 | 4,725.78 | |||
| 0310 | REMOVE GUARDRAIL | 02381 | LF | 16,850.00 | 16,850.000 | 937.500 | 15,198.800 | 16,136.300 | 3.30 | 3,093.75 | 53,249.79 | |
| 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 | 82.000 | 244.000 | 326.000 | 122.18 | 10,018.76 | 39,830.68 | |
| 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 | 2,022.000 | 14,253.050 | 16,275.050 | 33.74 | 68,222.28 | 549,120.18 | |
| 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 | $118,411.62 |
$2,673,229.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0290-1-0I |
GRDRAIL ACCESSORIES | EACH |
41.00 | 0004 | $42.750000 | $1,752.75 | ||||||
0295-1-0I |
GUARDRAIL END TR 1 | EACH |
5.00 | 0004 | $1900.000000 | $9,500.00 | ||||||
0300-1-0I |
GUARDRAIL END TR 2A | EACH |
2.00 | 0004 | $546.250000 | $1,092.50 | ||||||
0315-1-0I |
GUARDRAIL END TR 4A | EACH |
25.00 | 0004 | $1995.000000 | $49,875.00 | ||||||
0320-1-0I |
GUARDRAIL, POST STE | EACH |
249.00 | 0004 | $67.450000 | $16,795.00 | ||||||
0330-1-0I |
GDRAIL GALV AW .109 | FT |
17,095.00 | 0004 | $12.730000 | $217,619.35 | ||||||
0295-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0006 | $1900.000000 | $-1,900.00 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
387.00 | 0006 | $12.730000 | $-4,926.51 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
14.00 | 0012 | $42.750000 | $-598.50 | ||||||
0295-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0012 | $1900.000000 | $-1,900.00 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
26.00 | 0012 | $67.450000 | $-1,753.69 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
3,182.50 | 0012 | $12.730000 | $-40,513.23 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
3.00 | 0013 | $42.750000 | $-128.25 | ||||||
0295-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0013 | $1900.000000 | $-3,800.00 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
13.00 | 0013 | $67.450000 | $-876.85 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
1,002.50 | 0013 | $12.730000 | $-12,761.83 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
5.00 | 0014 | $42.750000 | $-213.75 | ||||||
0295-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0014 | $1900.000000 | $-1,900.00 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
31.00 | 0014 | $67.450000 | $-2,090.94 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
2,731.25 | 0014 | $12.730000 | $-34,768.81 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
6.00 | 0015 | $42.750000 | $-256.50 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
38.00 | 0015 | $67.450000 | $-2,563.09 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
2,165.00 | 0015 | $12.730000 | $-27,560.45 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
7.00 | 0016 | $42.750000 | $-299.25 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
94.00 | 0016 | $67.450000 | $-6,340.28 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
2,628.80 | 0016 | $12.730000 | $-33,464.62 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
4.00 | 0017 | $42.750000 | $-171.00 | ||||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
42.00 | 0017 | $67.450000 | $-2,832.89 | ||||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
1,727.50 | 0017 | $12.730000 | $-21,991.08 | ||||||
0290-1-0A |
GRDRAIL ACCESSORIES | EACH |
2.00 | 0018 | $42.750000 | -85.50 | $-85.50 | |||||
0320-1-0A |
GUARDRAIL, POST STE | EACH |
5.00 | 0018 | $67.450000 | -337.26 | $-337.26 | |||||
0330-1-0A |
GDRAIL GALV AW .109 | FT |
2,022.00 | 0018 | $12.730000 | -25,740.06 | $-25,740.06 | |||||
| SUBTOT | $66,860.26 |
|||||||||||