|
Report_Id: 234410 Est NO 0008 |
Date:03/04/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234410 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) Johnson, Eathan D. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 01/12/2024 TO 02/08/2024 | ||||||
| Date Approved | 02/18/2024 | ||||||
| Primary Proj Number | 0209200692203 | ||||||
| Project No. | HSIP 5079(003) | ||||||
| Primary County | OHIO | ||||||
| Name of Road | KY HIGHWAY 69 (KY 69) | ||||||
| Description | FROM 0.85 MILE NORTHEAST OF KY 6122 EXTENDING NORTHEAST TO 1 .06 MILES NORTHEAST OF KY 878 | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | 10/11/2023 | ||||
| Date Contract Executed | 08/09/2023 | Open To Traffic | |||||
| Date NTP Issued | 08/09/2023 | Actual Completion Date | |||||
| Current Contract Amount | $3,627,502.15 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,627,502.15 |
Total Earnings | $1,073,507.25 |
$841,745.23 |
$231,762.02 |
|
| Percent Complete | 29.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,553,994.90 |
Gross Earnings | $1,073,507.25 |
$841,745.23 |
$231,762.02 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,073,507.25 |
$841,745.23 |
$231,762.02 |
|||
| Contract Id | 234410 | Change Order Summary |
County | OHIO | ||||||
| Estimate Nbr | 0008 | Project Number | HSIP 5079(003) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 01/12/2024 TO 02/08/2024 | |||||||
| 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 | 234410 | COMMONWEALTH OF KENTUCKY |
County | OHIO | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0209200692203 | ||||||
| Estimate Nbr | 0008 | Period | 01/12/2024 TO 02/08/2024 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | 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 | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 66.65 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 39.19 | 39.190 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 4.64 | 4.640 | 0.000 | 0.000 | 1,475.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 120.05 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 22.83 | 22.830 | 0.000 | 0.000 | 614.55 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,231.00 | 2,231.000 | 0.000 | 0.000 | 101.85 | 0.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT (OHIO KY 69 HSIP) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,825.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 294.50 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 11.00 | 11.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| Project | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | Category | 0002 ROADWAY | |||||||
| 0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 13.71 | 0.00 | |||
| 0055 | JPC PAVEMENT-8 IN | 02084 | SQYD | 36.33 | 36.330 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0060 | EMBANKMENT IN PLACE | 02230 | CUYD | 4,487.00 | 4,487.000 | 362.000 | 362.000 | 83.45 | 30,208.90 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 227.50 | 227.500 | 0.000 | 0.000 | 37.61 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 65.59 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 80.11 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,906.36 | 0.00 | |||
| 0085 | REMOVE GUARDRAIL | 02381 | LF | 803.50 | 803.500 | 0.000 | 0.000 | 3.24 | 0.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 2,721.00 | 2,721.000 | 243.330 | 243.330 | 51.03 | 12,417.12 | |||
| 0095 | CHANNEL LINING CLASS III | 02484 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 72.04 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 7.16 | 0.00 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC (OHIO KY 69 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 271,825.48 | 27,182.54 | |||
| 0110 | EDGELINE RUMBLE STRIPS | 02697 | LF | 30,423.00 | 30,423.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 4.26 | 0.00 | |||
| 0120 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 354.93 | 0.00 | |||
| 0125 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 493.85 | 0.00 | |||
| 0130 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 368.46 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 227.90 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 227.90 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 227.90 | 0.00 | |||
| 0150 | STAKING (OHIO KY 69 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 18,620.23 | 1,862.02 | 1,862.02 | |
| 0155 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0160 | TEMP MULCH | 05952 | SQYD | 18,000.00 | 18,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0165 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0170 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0175 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0180 | SEEDING AND PROTECTION | 05985 | SQYD | 12,000.00 | 12,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0185 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,423.00 | 30,423.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0190 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 60,847.00 | 60,847.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0195 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 165.16 | 0.00 | |||
| 0200 | GUARDRAIL-BRIDGE CASE I-A | 08806 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 161.10 | 0.00 | |||
| 0205 | PRECAST CONC BRIDGE RAIL BLOCK | 08810 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0210 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 49.58 | 0.00 | |||
| Project | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | Category | 0003 DRAINAGE | |||||||
| 0215 | ENTRANCE PIPE-18 IN | 00441 | LF | 651.00 | 651.000 | 398.000 | 398.000 | 141.71 | 56,400.58 | |||
| 0220 | CULVERT PIPE-18 IN | 00462 | LF | 100.00 | 100.000 | 64.000 | 64.000 | 224.27 | 14,353.28 | |||
| 0225 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 21.40 | 21.400 | 0.480 | 0.480 | 325.00 | 156.00 | |||
| 0230 | REMOVE HEADWALL | 02625 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 911.60 | 0.00 | |||
| 0235 | FOUNDATION PREPARATION (STA. 1089+41.67, 8'X4' RCBC) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,400.00 | 7,400.00 | |||
| 0240 | FOUNDATION PREPARATION (STA. 1125+26.86, TRIPLE 10'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 11,100.00 | 5,550.00 | 11,100.00 | |
| 0245 | FOUNDATION PREPARATION (STA. 1130+63.96, TRIPLE 10'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 11,100.00 | 5,550.00 | 11,100.00 | |
| 0250 | FOUNDATION PREPARATION (STA. 1214+75.66, DOUBLE 12'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 0255 | FOUNDATION PREPARATION (STA. 1232+03.97, DOUBLE 14'X4' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 14,500.00 | 7,250.00 | 7,250.00 | |
| 0260 | FOUNDATION PREPARATION (STA. 1247+00.65, DOUBLE 8'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0265 | FOUNDATION PREPARATION (STA. 1258+39.82, TRIPLE 10'X4' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0270 | FOUNDATION PREPARATION (STA. 1269+08.91, 5'X2' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0275 | FOUNDATION PREPARATION (STA. 1291+42.02, 4'X2' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0280 | HEADWALL (SLOPED AND MITERED CONCRETE - 48 IN W P | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0285 | HDPE PIPE LINER (18 IN) | 24583EC | LF | 447.00 | 447.000 | 357.000 | 357.000 | 237.12 | 84,651.84 | |||
| 0290 | HDPE PIPE LINER (24IN) | 24583EC | LF | 703.00 | 703.000 | 731.000 | 731.000 | 322.95 | 236,076.45 | |||
| 0295 | HDPE PIPE LINER (36 IN) | 24583EC | LF | 294.30 | 294.300 | 306.000 | 306.000 | 567.14 | 173,544.84 | |||
| 0300 | HDPE PIPE LINER (48 IN) | 24583EC | LF | 48.60 | 48.600 | 48.000 | 48.000 | 727.42 | 34,916.16 | |||
| 0305 | HDPE PIPE LINER (OVAL 36 IN) | 24583EC | LF | 140.00 | 140.000 | 142.000 | 142.000 | 862.50 | 122,475.00 | |||
| 0310 | BOX CULVERT (EXTENSION, STA 1291+42.02, 4'X2' RCBC) | 24694ED | LF | 6.60 | 6.600 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0315 | BOX CULVERT (EXTENSION, STA. 1089+41.67, 8'x4' RCBC) | 24694ED | LF | 5.90 | 5.900 | 5.900 | 5.900 | 1,875.00 | 11,062.50 | |||
| 0320 | BOX CULVERT (EXTENSION, STA. 1125+26.86, TRIPLE 10'X | 24694ED | LF | 9.70 | 9.700 | 9.700 | 0.000 | 9.700 | 5,900.00 | 57,230.00 | 57,230.00 | |
| 0325 | BOX CULVERT (EXTENSION, STA. 1130+63.96, TRIPLE 10'X | 24694ED | LF | 7.60 | 7.600 | 7.600 | 0.000 | 7.600 | 6,200.00 | 47,120.00 | 47,120.00 | |
| 0330 | BOX CULVERT (EXTENSION, STA. 1214+75.66, DOUBLE 12'X | 24694ED | LF | 8.50 | 8.500 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0335 | BOX CULVERT (EXTENSION, STA. 1232+03.97, DOUBLE 14'X | 24694ED | LF | 7.70 | 7.700 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0340 | BOX CULVERT (EXTENSION, STA. 1247+00.65, DOUBLE 8'X5 | 24694ED | LF | 7.80 | 7.800 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0345 | BOX CULVERT (EXTENSION, STA. 1258+39.82, TRIPLE 10'X | 24694ED | LF | 11.20 | 11.200 | 0.000 | 0.000 | 5,700.00 | 0.00 | |||
| 0350 | BOX CULVERT (EXTENSION, STA. 1269+08.91, 5'X2' RCBC) | 24694ED | LF | 4.00 | 4.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0355 | BOX CULVERT HEADWALL (STA. 1089+41.67, 8'X4' RCBC) | 24695ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 19,800.00 | 19,800.00 | |||
| 0360 | BOX CULVERT HEADWALL (STA. 1125+26.86, TRIPLE 10'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 26,800.00 | 53,600.00 | 53,600.00 | |
| 0365 | BOX CULVERT HEADWALL (STA. 1130+63.96, TRIPLE 10'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 26,800.00 | 53,600.00 | 53,600.00 | |
| 0370 | BOX CULVERT HEADWALL (STA. 1214+75.66, DOUBLE 12'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 60,050.00 | 0.00 | |||
| 0375 | BOX CULVERT HEADWALL (STA. 1232+03.97, DOUBLE 14'X4' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 57,200.00 | 0.00 | |||
| 0380 | BOX CULVERT HEADWALL (STA. 1247+00.65, DOUBLE 8'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20,300.00 | 0.00 | |||
| 0385 | BOX CULVERT HEADWALL (STA. 1258+39.82, TRIPLE 10'X4' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 34,200.00 | 0.00 | |||
| 0390 | BOX CULVERT HEADWALL (STA. 1269+08.91, 5'X2' RCBC) | 24695ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,800.00 | 0.00 | |||
| 0395 | BOX CULVERT HEADWALL (STA. 1291+42.02, 4'X2' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0400 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0405 | SLOPED AND MITERED HEADWALL-24 IN | 26132ED | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0410 | SLOPED AND MITERED HEADWALL-36 IN | 26134ED | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| Project | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | Category | 0004 SIGNING | |||||||
| 0415 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 0.000 | 0.000 | 13.98 | 0.00 | |||
| 0420 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,463.41 | 0.00 | |||
| 0425 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 396.00 | 396.000 | 0.000 | 0.000 | 41.84 | 0.00 | |||
| 0430 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 161.24 | 161.240 | 0.000 | 0.000 | 43.37 | 0.00 | |||
| 0435 | STEEL POST TYPE 1 | 06410 | LF | 1,617.00 | 1,617.000 | 0.000 | 0.000 | 20.24 | 0.00 | |||
| 0440 | REMOVE SIGN | 21373ND | EACH | 185.00 | 185.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0445 | BARCODE SIGN INVENTORY | 24631EC | EACH | 185.00 | 185.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | 0209200692203 | Fed/State Project Number | HSIP 5079(003) | Category | 0005 DEMOBILIZATION | |||||||
| 0450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,750.00 | 0.00 | |||
| SUBTOT | $231,762.02 |
$1,073,507.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||