|
Report_Id: 211022 Est NO 0003 |
Date:10/22/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211022 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Thomas, Kirk P. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | ADDR SN 0 VC Code KY0028406 | |||||
| EXCAVATING INC | |||||||
| PO BOX 6787 | |||||||
| NEW ALBANY , IN , 47151-6787 | |||||||
| Pay Period | 09/17/2021 TO 09/30/2021 | ||||||
| Date Approved | 10/07/2021 | ||||||
| Primary Proj Number | DE05601462101 | ||||||
| Project No. | FD39 056 0146 006-007 | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | LAGRANGE ROAD (KY-146) | ||||||
| Description | CONSTRUCT LEFT TURN LANE AT N. ENGLISH STATION FROM MP 6.340 TO MP 6.680 | ||||||
| Date Let | 06/25/2021 | Formal Acceptance | |||||
| Date Awarded | 07/02/2021 | Date Work Began | 08/30/2021 | ||||
| Date Contract Executed | 07/19/2021 | Open To Traffic | |||||
| Date NTP Issued | 07/19/2021 | Actual Completion Date | |||||
| Current Contract Amount | $997,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $997,000.00 |
Total Earnings | $180,626.96 |
$94,503.90 |
$86,123.06 |
|
| Percent Complete | 18.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $816,373.04 |
Gross Earnings | $180,626.96 |
$94,503.90 |
$86,123.06 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $180,626.96 |
$94,503.90 |
$86,123.06 |
|||
| Contract Id | 211022 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0003 | Project Number | FD39 056 0146 006-007 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | Period | 09/17/2021 TO 09/30/2021 | |||||||
| 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 | 211022 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05601462101 | ||||||
| Estimate Nbr | 0003 | Period | 09/17/2021 TO 09/30/2021 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC | |||||||||
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | 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 | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0001 ROADWAY | |||||||
| 0005 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0010 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 95.40 | 0.00 | |||
| 0015 | ROADWAY EXCAVATION | 02200 | CUYD | 2,282.00 | 2,282.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0020 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0025 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0030 | CLEARING AND GRUBBING 0.8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0035 | TEMPORARY SIGNS | 02562 | SQFT | 143.00 | 143.000 | 82.000 | 128.000 | 210.000 | 3.18 | 260.76 | 667.80 | |
| 0040 | EDGE KEY | 02585 | LF | 57.00 | 57.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0045 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 96.00 | 96.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0050 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 0.200 | 111,068.64 | 11,106.86 | 22,213.72 | |
| 0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,120.00 | 4,240.00 | 4,240.00 | |
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0065 | SAFELOADING | 02690 | CUYD | 3.40 | 3.400 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0070 | TEMP SILT FENCE | 02701 | LF | 1,835.00 | 1,835.000 | -454.000 | 1,500.000 | 1,046.000 | 1.56 | -708.24 | 1,631.76 | |
| 0075 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0080 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0090 | TEMP MULCH | 05952 | SQYD | 387.00 | 387.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0095 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 0100 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 0105 | SEEDING AND PROTECTION | 05985 | SQYD | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 2.12 | 0.00 | |||
| 0110 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0115 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0120 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,594.00 | 7,594.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0125 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0130 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 4,848.00 | 4,848.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 0135 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0140 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0145 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0150 | JOINT ADHESIVE | 20071EC | LF | 1,835.00 | 1,835.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0155 | SAWCUT PAVEMENT | 20550ND | LF | 1,835.00 | 1,835.000 | 164.000 | 0.000 | 164.000 | 1.12 | 183.68 | 183.68 | |
| 0160 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,835.00 | 1,835.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0165 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 21.00 | 21.000 | 0.000 | 0.000 | 12.44 | 0.00 | |||
| 0170 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0002 PAVING | |||||||
| 0175 | CRUSHED STONE BASE | 00003 | TON | 2,319.00 | 2,319.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0180 | ASPHALT SEAL AGGREGATE | 00100 | TON | 15.40 | 15.400 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0185 | ASPHALT SEAL COAT | 00103 | TON | 1.80 | 1.800 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0190 | LEVELING & WEDGING PG64-22 | 00190 | TON | 162.00 | 162.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0195 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 861.00 | 861.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0200 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.60 | 4.600 | 0.000 | 0.000 | 730.00 | 0.00 | |||
| 0205 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 434.00 | 434.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0210 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 202.00 | 202.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0345 | SUBGRADE STABILIZATION (ADDED: 6-23-21) | 24790EC | SQYD | 2,076.00 | 2,076.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0003 DRAINAGE | |||||||
| 0215 | ENTRANCE PIPE-15 IN | 00440 | LF | 39.00 | 39.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0220 | CULVERT PIPE-15 IN | 00461 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0225 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0230 | CULVERT PIPE-18 IN EQUIV DUE TO THE LOW COVER, THE REINFORCED CON | 00491 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0235 | PERFORATED PIPE-4 IN | 01000 | LF | 1,745.00 | 1,745.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0240 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0245 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0250 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0255 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0260 | FLOWABLE FILL | 02220 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0265 | HEADWALL SLOPED & MITERED CONCRETE -- FOR 18" EQU | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,992.54 | 0.00 | |||
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0004 SIGNING | |||||||
| 0270 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 15.00 | 15.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0275 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 36.00 | 36.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0280 | STEEL POST TYPE 1 | 06410 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0005 WATERLINE | |||||||
| 0285 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 0290 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0295 | W METER RELOCATE | 14030 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0300 | W METER VAULT | 14031 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0305 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 200.00 | 200.000 | 165.500 | 0.000 | 165.500 | 330.00 | 54,615.00 | 54,615.00 | |
| 0310 | W PIPE PVC 12 INCH | 14062 | LF | 255.00 | 255.000 | 5.500 | 240.000 | 245.500 | 150.00 | 825.00 | 36,825.00 | |
| 0315 | W PLUG EXISTING MAIN | 14074 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0320 | W TIE-IN 12 INCH | 14097 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,050.00 | 0.00 | |||
| 0325 | W VALVE 12 INCH | 14108 | EACH | 1.00 | 1.000 | 2.000 | 1.000 | 3.000 | 4,650.00 | 9,300.00 | 13,950.00 | |
| 0330 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0335 | W BLOWOFF ASSEMBLY 6 IN | 14158 | EACH | 1.00 | 1.000 | 2.000 | 0.000 | 2.000 | 3,150.00 | 6,300.00 | 6,300.00 | |
| Project | DE05601462101 | Fed/State Project Number | FD39 056 0146 006-007 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| SUBTOT | $86,123.06 |
$180,626.96 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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