Report_Id: 212053 Est NO 0002 |
Date:08/12/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 212053 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
District Office | PIKEVILLE (12360) Wright, Doug | ||||||
Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | ADDR SN 0 VC Code KY0035938 | |||||
PO BOX 607 | |||||||
PARIS , KY , 40362 | |||||||
Pay Period | 07/10/2021 TO 07/23/2021 | ||||||
Date Approved | 07/30/2021 | ||||||
Primary Proj Number | MP06400232101 | ||||||
Project No. | ER 9020 (227), ER 9020 (228) | ||||||
Primary County | LAWRENCE | ||||||
Name of Road | US 23 (3 SITES) & KY 3 (6 SITES) | ||||||
Description | FROM 0.789 MILES NORTH OF KY 581 EXTENDING NORTH TO 0.222 MI LES NORTH OF SHANNON BRANCH ROAD | ||||||
Date Let | 01/29/2021 | Formal Acceptance | |||||
Date Awarded | 02/08/2021 | Date Work Began | 07/02/2021 | ||||
Date Contract Executed | 03/23/2021 | Open To Traffic | |||||
Date NTP Issued | 03/23/2021 | Actual Completion Date | |||||
Current Contract Amount | $1,050,162.57 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $714,727.82 |
Total Earnings | $267,561.23 |
$69,420.00 |
$198,141.23 |
|
Percent Complete | 25.48 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $782,601.34 |
Gross Earnings | $267,561.23 |
$69,420.00 |
$198,141.23 |
|
Total Change Orders | $335,434.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $267,561.23 |
$69,420.00 |
$198,141.23 |
|||
Contract Id | 212053 | Change Order Summary |
County | LAWRENCE | ||||||
Estimate Nbr | 0002 | Project Number | ER 9020 (227), ER 9020 (228) | |||||||
Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | Period | 07/10/2021 TO 07/23/2021 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Further deterioration on existing breaks on US 23 and KY 3 | Approved | 07/12/2021 | $335,434.75 | 62.0 | |||||
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 | 212053 | COMMONWEALTH OF KENTUCKY |
County | LAWRENCE | ||||||
Contract Type | OPSR SLIDE REPAIR | TRANSPORTATION CABINET |
Primary Project Number | MP06400232101 | ||||||
Estimate Nbr | 0002 | Period | 07/10/2021 TO 07/23/2021 | |||||||
Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | |||||||||
Project | MP06400032101 | Fed/State Project Number | ER 9020 (227) | Category | 0010 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 | |
0130 | DGA BASE | 00001 | TON | 122.00 | 127.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0135 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 142.80 | 0.00 | |||
0140 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 342.50 | 0.00 | |||
0145 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0150 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
0155 | ROADWAY EXCAVATION UNCLASSIFIED | 02200 | CUYD | 245.00 | 245.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 912.50 | 1,012.500 | 0.000 | 0.000 | 18.50 | 0.00 | |||
0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0170 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0175 | REMOVE GUARDRAIL | 02381 | LF | 837.50 | 937.500 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0180 | CHANNEL LINING CLASS III | 02484 | TON | 220.00 | 220.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0185 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 384.000 | 0.000 | 384.000 | 12.72 | 4,884.48 | 4,884.48 | |
0190 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,955.00 | 2,149.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0195 | MAINTAIN & CONTROL TRAFFIC (KY 3) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
0200 | RAILROAD RAILS-DRILLED | 03234 | LF | 9,243.00 | 10,413.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0205 | EXCAVATION AND BACKFILL | 03235 | CUYD | 700.00 | 774.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
0210 | CRIBBING | 03236 | SQFT | 6,075.00 | 6,475.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
0215 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
0220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0225 | SITE PREPARATION (KY 3 SITE 1) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0230 | SITE PREPARATION (KY 3 SITE 6) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0235 | SITE PREPARATION (KY 3 SITES 2a, 2b, 3, 4) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0240 | SITE PREPARATION (KY 3 SITES 5) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0245 | EROSION CONTROL (KY 3 SITE 5) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0250 | EROSION CONTROL (KY 3 SITE 6) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0255 | EROSION CONTROL (KY 3 SITE.1) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0260 | EROSION CONTROL (KY 3 SITES 2a, 2b, 3, 4) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
Project | MP06400032101 | Fed/State Project Number | ER 9020 (227) | Category | 0020 DEMOBILIZATION | |||||||
0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
SUBTOT | $4,884.48 |
$4,884.48 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | MP06400232101 | Fed/State Project Number | ER 9020 (228) | Category | 0010 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 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 170.00 | 786.000 | 0.000 | 0.000 | 160.80 | 0.00 | |||
0010 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | TON | 185.00 | 334.000 | 0.000 | 0.000 | 166.15 | 0.00 | |||
0015 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 17.00 | 20.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0020 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
0025 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 700.00 | 1,126.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
0030 | REMOVE GUARDRAIL | 02381 | LF | 700.00 | 1,126.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0035 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 780.000 | 201.000 | 0.000 | 201.000 | 12.72 | 2,556.72 | 2,556.72 | |
0040 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,100.00 | 1,950.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0045 | MAINTAIN & CONTROL TRAFFIC (US 23) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
0050 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 1,484.00 | 1,484.00 | 1,484.00 | |
0055 | MOBILIZATION FOR MILL & TEXT (US 23) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 355.00 | 1,155.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
0065 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 2.000 | 0.000 | 2.000 | 1,008.00 | 2,016.00 | 2,016.00 | |
0070 | RAILROAD RAILS-DRILLED | 03234 | LF | 7,293.00 | 12,909.000 | 9,360.000 | 3,471.000 | 12,831.000 | 20.00 | 187,200.00 | 256,620.00 | |
0075 | EXCAVATION AND BACKFILL | 03235 | CUYD | 410.00 | 724.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
0080 | CRIBBING | 03236 | SQFT | 3,849.00 | 6,137.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
0085 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 860.00 | 1,520.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
0090 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 700.00 | 900.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
0095 | SITE PREPARATION (US 23-SITE 1) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0100 | SITE PREPARATION (US 23-SITE 2) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0105 | SITE PREPARATION (US 23-SITE 3) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
0110 | EROSION CONTROL (US 23-SITE 1) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 0.01 | 0.01 | 0.01 | |
0115 | EROSION CONTROL (US 23-SITE 2) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 0.01 | 0.01 | 0.01 | |
0120 | EROSION CONTROL (US 23-SITE 3) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 0.01 | 0.01 | 0.01 | |
8000 | DGA BASE | 00001 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
Project | MP06400232101 | Fed/State Project Number | ER 9020 (228) | Category | 0020 DEMOBILIZATION | |||||||
0125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
SUBTOT | $193,256.75 |
$267,561.23 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |