Report_Id: 234410 Est NO 0004 |
Date:12/11/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234410 | Estimate Number | 0004 | 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 | 11/17/2023 TO 11/30/2023 | ||||||
Date Approved | 12/10/2023 | ||||||
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 | $645,862.70 |
$475,643.52 |
$170,219.18 |
|
Percent Complete | 17.80 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $2,981,639.45 |
Gross Earnings | $645,862.70 |
$475,643.52 |
$170,219.18 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $645,862.70 |
$475,643.52 |
$170,219.18 |
|||
Contract Id | 234410 | Change Order Summary |
County | OHIO | ||||||
Estimate Nbr | 0004 | Project Number | HSIP 5079(003) | |||||||
Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 11/17/2023 TO 11/30/2023 | |||||||
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 | 0004 | Period | 11/17/2023 TO 11/30/2023 | |||||||
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 | 0.000 | 0.000 | 83.45 | 0.00 | |||
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 | 114.290 | 38.770 | 153.060 | 51.03 | 5,832.21 | 7,810.65 | |
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 | 0.000 | 0.000 | 18,620.23 | 0.00 | |||
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 | 164.000 | 99.000 | 263.000 | 141.71 | 23,240.44 | 37,269.73 | |
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 | 0.000 | 0.000 | 325.00 | 0.00 | |||
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 | 0.000 | 0.000 | 7,400.00 | 0.00 | |||
0240 | FOUNDATION PREPARATION (STA. 1125+26.86, TRIPLE 10'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,100.00 | 0.00 | |||
0245 | FOUNDATION PREPARATION (STA. 1130+63.96, TRIPLE 10'X5' RCBC) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,100.00 | 0.00 | |||
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 | 0.000 | 0.000 | 14,500.00 | 0.00 | |||
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 | 87.000 | 270.000 | 357.000 | 237.12 | 20,629.44 | 84,651.84 | |
0290 | HDPE PIPE LINER (24IN) | 24583EC | LF | 703.00 | 703.000 | 36.000 | 695.000 | 731.000 | 322.95 | 11,626.20 | 236,076.45 | |
0295 | HDPE PIPE LINER (36 IN) | 24583EC | LF | 294.30 | 294.300 | 192.000 | 94.000 | 286.000 | 567.14 | 108,890.88 | 162,202.04 | |
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 | 48.000 | 48.000 | 862.50 | 41,400.00 | |||
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 | 0.000 | 0.000 | 1,875.00 | 0.00 | |||
0320 | BOX CULVERT (EXTENSION, STA. 1125+26.86, TRIPLE 10'X | 24694ED | LF | 9.70 | 9.700 | 0.000 | 0.000 | 5,900.00 | 0.00 | |||
0325 | BOX CULVERT (EXTENSION, STA. 1130+63.96, TRIPLE 10'X | 24694ED | LF | 7.60 | 7.600 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
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 | 0.000 | 0.000 | 19,800.00 | 0.00 | |||
0360 | BOX CULVERT HEADWALL (STA. 1125+26.86, TRIPLE 10'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26,800.00 | 0.00 | |||
0365 | BOX CULVERT HEADWALL (STA. 1130+63.96, TRIPLE 10'X5' RCBC) | 24695ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26,800.00 | 0.00 | |||
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 | $170,219.17 |
$645,862.69 |
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LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |