|
Report_Id: 202318 Est NO 0003 |
Date:10/07/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 202318 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Mucci, Richard A. | ||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | ADDR SN 0 VC Code KY0033430 | |||||
| LLC | |||||||
| 100 FARMERS BANK DR STE 400 | |||||||
| GEORGETOWN , KY , 40324 | |||||||
| Pay Period | 08/07/2021 TO 09/17/2021 | ||||||
| Date Approved | 09/24/2021 | ||||||
| Primary Proj Number | MP10500252001 | ||||||
| Project No. | STP 9040(029), STP 9040(029) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | US 25 IN SCOTT COUNTY | ||||||
| Description | BEGINNING AT THE NORTH END OF THE BRIDGE OVER ELKHORN CREEK EXTENDING NORTH TO A POINT 0.127 MILES SOUTH OF KY 620. | ||||||
| Date Let | 12/11/2020 | Formal Acceptance | |||||
| Date Awarded | 12/18/2020 | Date Work Began | 04/14/2021 | ||||
| Date Contract Executed | 02/23/2021 | Open To Traffic | |||||
| Date NTP Issued | 02/23/2021 | Actual Completion Date | |||||
| Current Contract Amount | $1,589,658.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,589,658.65 |
Total Earnings | $858,652.23 |
$360,256.99 |
$498,395.24 |
|
| Percent Complete | 54.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $731,006.42 |
Gross Earnings | $858,652.23 |
$360,256.99 |
$498,395.24 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $858,652.23 |
$360,256.99 |
$498,395.24 |
|||
| Contract Id | 202318 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0003 | Project Number | STP 9040(029), STP 9040(029) | |||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | Period | 08/07/2021 TO 09/17/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Contract Coordination | Approved | 07/23/2021 | $0.00 | 138.0 | |||||
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 | 202318 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | ASRS ASPHALT RESURFACING | TRANSPORTATION CABINET |
Primary Project Number | MP10500252001 | ||||||
| Estimate Nbr | 0003 | Period | 08/07/2021 TO 09/17/2021 | |||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | |||||||||
| Project | MP10500252001 | Fed/State Project Number | STP 9040(029) | Category | 0001 PAVING | |||||||
| 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 | DGA BASE | 00001 | TON | 510.00 | 510.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 415.00 | 415.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 0015 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0020 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 5,040.00 | 5,040.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 0025 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 116.60 | 0.00 | |||
| 0030 | TEMPORARY SIGNS | 02562 | SQFT | 450.00 | 450.000 | 210.000 | 210.000 | 8.01 | 1,682.10 | |||
| 0035 | MAINTAIN & CONTROL TRAFFIC (US 25 MP 004-009) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 0040 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,226.00 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT (US 25 MP 004-009) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 135.00 | 135.000 | 0.000 | 0.000 | 65.86 | 0.00 | |||
| 0055 | EDGELINE RUMBLE STRIPS | 02697 | LF | 38,600.00 | 38,600.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0060 | BASE FAILURE REPAIR | 03240 | SQYD | 350.00 | 350.000 | 350.000 | 350.000 | 85.00 | 29,750.00 | |||
| 0065 | CONDUIT-1 IN | 04792 | LF | 160.00 | 160.000 | 10.000 | 0.000 | 10.000 | 12.00 | 120.00 | 120.00 | |
| 0070 | CONDUIT-2 IN | 04795 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0075 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 15.00 | 15.000 | 2.000 | 0.000 | 2.000 | 775.00 | 1,550.00 | 1,550.00 | |
| 0080 | TRENCHING AND BACKFILLING | 04820 | LF | 1,575.00 | 1,575.000 | 25.000 | 0.000 | 25.000 | 4.50 | 112.50 | 112.50 | |
| 0085 | LOOP WIRE | 04830 | LF | 3,050.00 | 3,050.000 | 5,524.000 | 0.000 | 5,524.000 | 0.50 | 2,762.00 | 2,762.00 | |
| 0090 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,985.00 | 4,985.000 | 700.000 | 0.000 | 700.000 | 1.75 | 1,225.00 | 1,225.00 | |
| 0095 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,200.00 | 1,200.000 | 1,963.000 | 0.000 | 1,963.000 | 12.50 | 24,537.50 | 24,537.50 | |
| 0100 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 55,752.00 | 55,752.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0105 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 81,217.00 | 81,217.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0110 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0115 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0120 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0125 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,845.00 | 7,845.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0130 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 19,704.00 | 19,704.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0135 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0140 | BORE AND JACK CONDUIT | 21543EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 2,340.00 | 2,340.000 | 20.000 | 0.000 | 20.000 | 5.50 | 110.00 | 110.00 | |
| 0150 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 800.00 | 800.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0155 | LOOP TEST | 24963ED | EACH | 16.00 | 16.000 | 19.000 | 0.000 | 19.000 | 650.00 | 12,350.00 | 12,350.00 | |
| Project | MP10500252001 | Fed/State Project Number | STP 9040(029) | Category | 0002 DEMOBILIZATION | |||||||
| 0160 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,500.01 | 0.00 | |||
| Project | MP10500252001 | Fed/State Project Number | STP 9040(029) | Category | 0003 GUARDRAIL | |||||||
| 0165 | DGA BASE | 00001 | TON | 80.00 | 80.000 | 81.130 | 81.130 | 35.93 | 2,915.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 6.89 | 0.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,622.32 | 13,111.60 | |||
| 0180 | REMOVE & RESET GUARDRAIL | 02383 | LF | 100.00 | 100.000 | 125.000 | 125.000 | 10.78 | 1,347.50 | |||
| 0185 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 84.18 | 420.90 | |||
| SUBTOT | $42,767.00 |
$91,994.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP10500252002 | Fed/State Project Number | STP 9040(029) | Category | 0001 PAVING | |||||||
| 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 | |
| 0190 | DGA BASE | 00001 | TON | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 0195 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,497.00 | 1,497.000 | 776.870 | 701.560 | 1,478.430 | 79.00 | 61,372.73 | 116,795.97 | |
| 0200 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,275.00 | 7,275.000 | 4,933.920 | 2,356.380 | 7,290.300 | 77.00 | 379,911.84 | 561,353.10 | |
| 0205 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 70.00 | 70.000 | 14.280 | 5.990 | 20.270 | 10.00 | 142.80 | 202.70 | |
| 0210 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 116.60 | 0.00 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 490.00 | 490.000 | 229.000 | 229.000 | 8.01 | 1,834.29 | |||
| 0220 | MAINTAIN & CONTROL TRAFFIC (US 25 MP 016-026) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 25,000.00 | 6,250.00 | 12,500.00 | |
| 0225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,226.00 | 0.00 | |||
| 0230 | MOBILIZATION FOR MILL & TEXT (US 25 MP 016-026) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0235 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 130.00 | 130.000 | 0.000 | 0.000 | 65.86 | 0.00 | |||
| 0240 | EDGELINE RUMBLE STRIPS | 02697 | LF | 90,000.00 | 90,000.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0245 | BASE FAILURE REPAIR | 03240 | SQYD | 395.00 | 395.000 | 395.000 | 395.000 | 85.00 | 33,575.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 143,365.00 | 143,365.000 | 28,951.000 | 4,788.000 | 33,739.000 | 0.01 | 289.51 | 337.39 | |
| 0255 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 177,444.00 | 177,444.000 | 54,724.000 | 30,357.000 | 85,081.000 | 0.14 | 7,661.36 | 11,911.34 | |
| 0260 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,324.00 | 11,324.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 28,442.00 | 28,442.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MP10500252002 | Fed/State Project Number | STP 9040(029) | Category | 0002 DEMOBILIZATION | |||||||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,499.99 | 0.00 | |||
| Project | MP10500252002 | Fed/State Project Number | STP 9040(029) | Category | 0003 GUARDRAIL | |||||||
| 0275 | DGA BASE | 00001 | TON | 140.00 | 140.000 | 140.520 | 140.520 | 35.93 | 5,048.88 | |||
| 0280 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 6.89 | 13.78 | |||
| 0285 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 75.00 | 75.000 | 53.750 | 53.750 | 24.46 | 1,314.72 | |||
| 0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 42.20 | 42.20 | |||
| 0295 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,622.32 | 15,733.92 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 981.75 | 981.75 | |||
| 0305 | REMOVE GUARDRAIL | 02381 | LF | 100.00 | 100.000 | 75.000 | 75.000 | 1.62 | 121.50 | |||
| 0310 | REMOVE & RESET GUARDRAIL | 02383 | LF | 287.50 | 287.500 | 175.000 | 175.000 | 10.78 | 1,886.50 | |||
| 0315 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 84.18 | 505.08 | |||
| SUBTOT | $455,628.24 |
$858,652.22 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||