Report_Id: 242261 Est NO 0007 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 242261 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
District Office | BOWLING GREEN (03360) Jewell, William Chaz | ||||||
Contractor | BLUEGRASS CONTRACTING CORPORATION | ADDR SN 0 VC Code KY0035742 | |||||
PO BOX 11638 | |||||||
1051 RED MILE RD STE 1A | |||||||
LEXINGTON , KY , 40576-1638 | |||||||
Pay Period | 06/01/2024 TO 06/14/2024 | ||||||
Date Approved | 06/24/2024 | ||||||
Primary Proj Number | MP10701002302 | ||||||
Project No. | FD04 107 0100 009-010 | ||||||
Primary County | SIMPSON | ||||||
Name of Road | SCOTTSVILLE ROAD (KY 100) | ||||||
Description | BEGIN AT US 31W EXTENDING EAST TO THE WESTERN END OF CSX RAI LROAD BRIDGE | ||||||
Date Let | 01/25/2024 | Formal Acceptance | |||||
Date Awarded | 02/06/2024 | Date Work Began | 03/18/2024 | ||||
Date Contract Executed | 02/13/2024 | Open To Traffic | |||||
Date NTP Issued | 02/13/2024 | Actual Completion Date | 06/13/2024 | ||||
Current Contract Amount | $837,080.00 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $837,080.00 |
Total Earnings | $784,085.51 |
$514,558.83 |
$269,526.68 |
|
Percent Complete | 93.67 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $52,994.49 |
Gross Earnings | $784,085.51 |
$514,558.83 |
$269,526.68 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $784,085.51 |
$514,558.83 |
$269,526.68 |
|||
Contract Id | 242261 | Change Order Summary |
County | SIMPSON | ||||||
Estimate Nbr | 0007 | Project Number | FD04 107 0100 009-010 | |||||||
Contractor | BLUEGRASS CONTRACTING CORPORATION | Period | 06/01/2024 TO 06/14/2024 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Non Spec Material OVERRIDE | Approved | 05/15/2024 | $0.00 | 0.0 | |||||
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 | 242261 | COMMONWEALTH OF KENTUCKY |
County | SIMPSON | ||||||
Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | MP10701002302 | ||||||
Estimate Nbr | 0007 | Period | 06/01/2024 TO 06/14/2024 | |||||||
Contractor | BLUEGRASS CONTRACTING CORPORATION | |||||||||
Project | MP10701002302 | Fed/State Project Number | FD04 107 0100 009-010 | 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 | MP10701002302 | Fed/State Project Number | FD04 107 0100 009-010 | Category | 0001 ROADWAY | |||||||
0005 | DGA BASE | 00001 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 61.75 | 0.00 | |||
0010 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 65.00 | 65.000 | 109.730 | 0.000 | 109.730 | 232.00 | 25,457.36 | 25,457.36 | |
0015 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 3,075.00 | 24,600.00 | |||
0020 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
0025 | STANDARD CURB AND GUTTER | 01810 | LF | 2,292.00 | 2,292.000 | 2,217.000 | 2,217.000 | 50.25 | 111,404.25 | |||
0030 | REMOVE CURB AND GUTTER | 01812 | LF | 2,292.00 | 2,292.000 | 2,438.000 | 2,438.000 | 6.75 | 16,456.50 | |||
0035 | LIP INTEGRAL CURB | 01840 | LF | 2,220.00 | 2,220.000 | 1,946.000 | 1,946.000 | 50.25 | 97,786.50 | |||
0040 | REMOVE INTEGRAL CURB | 01902 | LF | 2,220.00 | 2,220.000 | 1,946.000 | 1,946.000 | 6.75 | 13,135.50 | |||
0045 | MOUNTABLE MEDIAN TYPE 7A | 01950 | SQYD | 180.00 | 180.000 | 207.390 | 207.390 | 116.50 | 24,160.93 | |||
0050 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 375.00 | 1,875.00 | |||
0055 | REMOVE PCC PAVEMENT | 02058 | SQYD | 602.00 | 602.000 | 703.567 | 703.567 | 47.00 | 33,067.64 | |||
0060 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 7,000.00 | 7,000.000 | 6,322.660 | 0.000 | 6,322.660 | 18.00 | 113,807.88 | 113,807.88 | |
0065 | JPC PAVEMENT-8 IN | 02084 | SQYD | 602.00 | 602.000 | 703.567 | 703.567 | 148.50 | 104,479.69 | |||
0070 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 15.00 | 15.000 | 12.200 | 5.870 | 18.070 | 695.50 | 8,485.10 | 12,567.68 | |
0075 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 4,010.00 | 4,010.000 | 4,116.000 | 0.000 | 4,116.000 | 5.50 | 22,638.00 | 22,638.00 | |
0080 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 2,720.00 | 2,720.000 | 2,908.000 | 0.000 | 2,908.000 | 5.50 | 15,994.00 | 15,994.00 | |
0085 | TEMPORARY SIGNS | 02562 | SQFT | 557.00 | 557.000 | 726.400 | 726.400 | 11.50 | 8,353.60 | |||
0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 53,400.00 | 26,700.00 | 53,400.00 | |
0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
0100 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 9,400.00 | 9,400.00 | 9,400.00 | |
0105 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 65.00 | 65.000 | 48.500 | 0.000 | 48.500 | 31.75 | 1,539.87 | 1,539.87 | |
0110 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 27.00 | 27.000 | 96.569 | 96.569 | 112.00 | 10,815.72 | |||
0115 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
0120 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,360.00 | 6,360.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
0125 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,730.00 | 3,730.000 | 3,028.000 | 0.000 | 3,028.000 | 6.80 | 20,590.40 | 20,590.40 | |
0130 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 2,630.00 | 2,630.000 | 2,130.000 | 0.000 | 2,130.000 | 6.80 | 14,484.00 | 14,484.00 | |
0135 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 408.00 | 408.000 | 277.000 | 0.000 | 277.000 | 7.95 | 2,202.15 | 2,202.15 | |
0140 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 36.000 | 35.000 | 0.000 | 35.000 | 22.75 | 796.25 | 796.25 | |
0145 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 340.00 | 1,360.00 | 1,360.00 | |
0150 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 50.00 | 50.000 | 39.000 | 39.000 | 170.00 | 6,630.00 | |||
0155 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,880.00 | 11,640.00 | |||
0160 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 24.00 | 24.000 | 30.000 | 30.000 | 60.00 | 1,800.00 | |||
0165 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 55.00 | 55.000 | 55.000 | 0.000 | 55.000 | 17.00 | 935.00 | 935.00 | |
0170 | REMOVE MOUNTABLE MEDIAN | 23623EC | SQYD | 180.00 | 180.000 | 207.378 | 207.378 | 45.50 | 9,435.69 | |||
0175 | CONCRETE PAINT | 24935EC | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 142.00 | 0.00 | |||
0180 | DURABLE WATERBORNE MARKING-6 IN B | 24967EC | MILE | 0.11 | 0.114 | 0.092 | 0.000 | 0.092 | 17,000.00 | 1,564.00 | 1,564.00 | |
0185 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.400 | 0.000 | 0.400 | 1,200.00 | 480.00 | 480.00 | |
0190 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
0200 | JOINT SEALING (ADDED 1-23-2024) | 08540 | LF | 2,292.00 | 2,292.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
8000 | NON-SPEC MATERIAL concrete aggregate #67’s | 10070NS | DOLL | 0.00 | 0.001 | -814.830 | -814.830 | 1.00 | -814.83 | |||
Project | MP10701002302 | Fed/State Project Number | FD04 107 0100 009-010 | Category | 0002 DEMOBILIZATION | |||||||
0195 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 12,370.65 | 3,092.66 | 3,092.66 | |
SUBTOT | $269,526.67 |
$784,085.49 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |