|
Report_Id: 234401 Est NO 0013 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234401 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10320) Lanham, Stephen D. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 10/21/2023 TO 11/03/2023 | ||||||
| Date Approved | 11/13/2023 | ||||||
| Primary Proj Number | 1003300822101 | ||||||
| Project No. | HSIP 5261(001) | ||||||
| Primary County | ESTILL | ||||||
| Name of Road | SPOUT SPRINGS ROAD (KY 82) | ||||||
| Description | FROM INTERSECTION OF KY 89 AND KY 82, NORTH TO THE ESTILL/PO WELL COUNTY LINE | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 05/17/2023 | ||||
| Date Contract Executed | 04/28/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/28/2023 | Actual Completion Date | |||||
| Current Contract Amount | $4,369,380.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,369,380.47 |
Total Earnings | $2,629,444.78 |
$2,155,170.38 |
$474,274.40 |
|
| Percent Complete | 60.18 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,739,935.69 |
Gross Earnings | $2,629,444.78 |
$2,155,170.38 |
$474,274.40 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,629,444.78 |
$2,155,170.38 |
$474,274.40 |
|||
| Contract Id | 234401 | Change Order Summary |
County | ESTILL | ||||||
| Estimate Nbr | 0013 | Project Number | HSIP 5261(001) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 10/21/2023 TO 11/03/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Tack Changed to Non-Tracking Tack | Approved | 10/25/2023 | $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 | 234401 | COMMONWEALTH OF KENTUCKY |
County | ESTILL | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 1003300822101 | ||||||
| Estimate Nbr | 0013 | Period | 10/21/2023 TO 11/03/2023 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | 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 | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 580.00 | 580.000 | 145.970 | 130.690 | 276.660 | 33.00 | 4,817.01 | 9,129.78 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 2,943.00 | 2,943.000 | 1,378.930 | 0.000 | 1,378.930 | 33.00 | 45,504.69 | 45,504.69 | |
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12,509.00 | 12,509.000 | 4,597.120 | 4,087.850 | 8,684.970 | 34.00 | 156,302.08 | 295,288.98 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,791.00 | 3,791.000 | 1,329.540 | 0.000 | 1,329.540 | 99.75 | 132,621.61 | 132,621.61 | |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 795.00 | 795.000 | 0.000 | 0.000 | 136.75 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0002 ROADWAY | |||||||
| 0045 | BARRICADE-TYPE III | 02014 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 201.00 | 0.00 | |||
| 0050 | REMOVE PAVEMENT | 02091 | SQYD | 1,561.00 | 1,561.000 | 0.000 | 0.000 | 6.20 | 0.00 | |||
| 0055 | TEMP DITCH | 02159 | LF | 1,260.00 | 1,260.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0060 | CLEAN TEMP DITCH | 02160 | LF | 1,260.00 | 1,260.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 34,421.00 | 34,421.000 | 1,910.000 | 26,923.000 | 28,833.000 | 26.45 | 50,519.50 | 762,632.85 | |
| 0070 | GRANULAR EMBANKMENT | 02223 | CUYD | 746.00 | 746.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 146.00 | 0.00 | |||
| 0085 | CLEARING AND GRUBBING 5.02 Acres (ESTILL KY 82 HSIP) | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 170,000.00 | 161,500.00 | |||
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 172.000 | 172.000 | 16.96 | 2,917.12 | |||
| 0095 | EDGE KEY | 02585 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 29,444.00 | 29,444.000 | 8,683.000 | 4,329.000 | 13,012.000 | 2.30 | 19,970.90 | 29,927.60 | |
| 0105 | MAINTAIN & CONTROL TRAFFIC (ESTILL KY 82) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 27,000.00 | 6,750.00 | |||
| 0110 | SHOULDER RUMBLE STRIPS | 02696 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 1,250.00 | 1,250.000 | 650.000 | 650.000 | 6.00 | 3,900.00 | |||
| 0120 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0125 | SILT TRAP TYPE B | 02704 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 473.00 | 3,311.00 | |||
| 0130 | SILT TRAP TYPE C | 02705 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 490.00 | 980.00 | |||
| 0135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0150 | STAKING (ESTILL KY 82) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 37,650.00 | 0.00 | |||
| 0155 | REMOVE STRUCTURE 54+05 (MP 1.023) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,770.00 | 0.00 | |||
| 0160 | REMOVE STRUCTURE 66+32 (MP 1.256) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,770.00 | 0.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,270.00 | 5,270.000 | 1,500.000 | 1,500.000 | 1.90 | 2,850.00 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 22,885.00 | 22,885.000 | 9,680.000 | 9,680.000 | 0.30 | 2,904.00 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 17,155.00 | 17,155.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.475 | 0.475 | 1,200.00 | 570.00 | |||
| 0185 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 25,839.00 | 25,839.000 | 11,616.000 | 11,616.000 | 0.48 | 5,575.68 | |||
| 0195 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 480.00 | 480.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0200 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 56.00 | 56.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0205 | STEEL POST TYPE 1 | 06410 | LF | 833.00 | 833.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 10,200.00 | 10,200.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0215 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,100.00 | 5,100.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0220 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,100.00 | 5,100.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0225 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,441.00 | 11,441.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 17,433.00 | 17,433.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0235 | OBJECT MARKER TY 3 | 20191ED | EACH | 16.00 | 16.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0240 | CLAY SOIL CAP | 20315ED | CUYD | 7,105.00 | 7,105.000 | 710.000 | 1,782.000 | 2,492.000 | 60.80 | 43,168.00 | 151,513.60 | |
| 0245 | REMOVE SIGN | 21373ND | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0250 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,668.00 | 1,668.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0255 | BARCODE SIGN INVENTORY | 24631EC | EACH | 142.00 | 142.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0003 DRAINAGE | |||||||
| 0260 | ENTRANCE PIPE-15 IN | 00440 | LF | 440.00 | 440.000 | 83.000 | 83.000 | 81.00 | 6,723.00 | |||
| 0265 | CULVERT PIPE-15 IN | 00461 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0270 | CULVERT PIPE-54 IN | 00471 | LF | 128.00 | 128.000 | 102.000 | 102.000 | 369.00 | 37,638.00 | |||
| 0275 | PERFORATED PIPE-4 IN | 01000 | LF | 309.00 | 309.000 | 75.000 | 192.000 | 267.000 | 23.50 | 1,762.50 | 6,274.50 | |
| 0280 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 56.00 | 56.000 | 10.000 | 0.000 | 10.000 | 18.00 | 180.00 | 180.00 | |
| 0285 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,122.00 | 0.00 | |||
| 0290 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,020.00 | 0.00 | |||
| 0295 | CHANNEL LINING CLASS III | 02484 | TON | 638.00 | 638.000 | 206.180 | 151.260 | 357.440 | 45.00 | 9,278.10 | 16,084.80 | |
| 0300 | FOUNDATION PREPARATION 54+05 (MP 1.023) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,210.00 | 60,210.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 263.60 | 263.600 | 203.000 | 203.000 | 905.00 | 183,715.00 | |||
| 0310 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 38,815.00 | 38,815.000 | 29,891.730 | 29,891.730 | 2.20 | 65,761.80 | |||
| 0315 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,375.00 | 3,375.00 | |||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0004 GUARDRAIL | |||||||
| 0320 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 153.00 | 153.000 | 56.000 | 56.000 | 12.00 | 672.00 | |||
| 0325 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 7,145.25 | 7,145.250 | 350.000 | 2,966.250 | 3,316.250 | 29.00 | 10,150.00 | 96,171.25 | |
| 0330 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 27.00 | 27.000 | 9.000 | 9.000 | 100.00 | 900.00 | |||
| 0335 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0340 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 16.00 | 16.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0345 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0350 | REMOVE GUARDRAIL | 02381 | LF | 5,288.00 | 5,288.000 | 3,075.000 | 3,075.000 | 3.50 | 10,762.50 | |||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0005 UTILITY | |||||||
| 0355 | W DIRECTIONAL BORE 2 INCH | 14004 | LF | 105.00 | 105.000 | 185.000 | 185.000 | 150.00 | 27,750.00 | |||
| 0360 | W DIRECTIONAL BORE 8 INCH | 14004 | LF | 603.00 | 603.000 | 603.000 | 603.000 | 270.00 | 162,810.00 | |||
| 0365 | W ENCASEMENT STEEL BORED RANGE 1 | 14006 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 350.00 | 24,500.00 | |||
| 0370 | W LINE MARKER | 14144 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0375 | W METER REMOVE | 14156 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 0380 | W AIR RELEASE VALVE 1 INCH INST | 14500 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0385 | W CAP EXISTING MAIN INST | 14503 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0390 | W ENCASEMENT STEEL OPEN CUT RANGE 1 INST | 14504 | LF | 230.00 | 230.000 | 225.000 | 225.000 | 350.00 | 78,750.00 | |||
| 0395 | W FLUSH HYDRANT ASSEMBLY INST | 14511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0400 | W PIPE PVC 03 INCH INST | 14544 | LF | 43.00 | 43.000 | 6.000 | 6.000 | 40.00 | 240.00 | |||
| 0405 | W PIPE PVC 06 INCH INST | 14546 | LF | 2,190.00 | 2,190.000 | 2,100.000 | 2,100.000 | 45.00 | 94,500.00 | |||
| 0410 | W PIPE POLYETHYLENE/PLASTIC 08 INCH INST | 14557 | LF | 603.00 | 603.000 | 603.000 | 603.000 | 50.00 | 30,150.00 | |||
| 0415 | W SERV PE/PLST LONG SIDE 2 IN INST | 14565 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0420 | W SERV PE/PLST LONG SIDE 3/4 IN INST | 14566 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,500.00 | 18,000.00 | |||
| 0425 | W SERV PE/PLST SHORT SIDE 2 IN INST | 14570 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0430 | W SERV PE/PLST SHORT SIDE 3/4 IN INST | 14571 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0435 | W SERVICE SPECIAL INST | 14572 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0440 | W TIE-IN 03 INCH INST | 14576 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0445 | W TIE-IN 06 INCH INST | 14578 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0450 | W VALVE 02 INCH INST | 14586 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0455 | W VALVE 06 INCH INST | 14589 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,300.00 | 11,500.00 | |||
| 0460 | W METER WITH PRV 3/4 INCH INST | 14612 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,500.00 | 15,000.00 | |||
| Project | 1003300822101 | Fed/State Project Number | HSIP 5261(001) | Category | 0006 DEMOBILIZATION | |||||||
| 0465 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 64,150.00 | 0.00 | |||
| SUBTOT | $474,274.39 |
$2,629,444.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||