|
Report_Id: 204000 Est NO 0024 |
Date:08/22/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 204000 | Estimate Number | 0024 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 07/16/2022 TO 07/29/2022 | ||||||
| Date Approved | 08/05/2022 | ||||||
| Primary Proj Number | 0311402342001 | ||||||
| Project No. | HSIP 5073 (005) | ||||||
| Primary County | WARREN | ||||||
| Name of Road | KY HIGHWAY 234 (KY 234) | ||||||
| Description | FROM ALLEN CO LINE TO HUNTS LANE | ||||||
| Date Let | 09/25/2020 | Formal Acceptance | 07/06/2022 | ||||
| Date Awarded | 10/09/2020 | Date Work Began | 11/04/2020 | ||||
| Date Contract Executed | 10/20/2020 | Open To Traffic | 09/30/2021 | ||||
| Date NTP Issued | 10/20/2020 | Actual Completion Date | 09/30/2021 | ||||
| Current Contract Amount | $2,082,708.43 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,082,708.43 |
Total Earnings | $1,849,990.37 |
$1,835,685.71 |
$14,304.66 |
|
| Percent Complete | 88.83 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $232,718.06 |
Gross Earnings | $1,849,990.37 |
$1,835,685.71 |
$14,304.66 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,849,990.37 |
$1,835,685.71 |
$14,304.66 |
|||
| Contract Id | 204000 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0024 | Project Number | HSIP 5073 (005) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 07/16/2022 TO 07/29/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lot Pay Adjustment Override | Approved | 09/01/2021 | $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 | 204000 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0311402342001 | ||||||
| Estimate Nbr | 0024 | Period | 07/16/2022 TO 07/29/2022 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | 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 | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,820.00 | 1,820.000 | 1,221.000 | 1,221.000 | 22.30 | 27,228.30 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 424.00 | 424.000 | 330.270 | 330.270 | 73.35 | 24,225.30 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 50.70 | 50.700 | 32.440 | 32.440 | 630.00 | 20,437.20 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 564.00 | 564.000 | 1,479.120 | 1,479.120 | 71.10 | 105,165.43 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,719.00 | 3,719.000 | 2,099.400 | 2,099.400 | 65.40 | 137,300.76 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,640.00 | 5,640.000 | 5,806.340 | 5,806.340 | 57.55 | 334,154.86 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT (Warren Co KY 234) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,550.00 | 5,550.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 50.00 | 50.000 | 50.210 | 50.210 | 12.00 | 602.52 | |||
| 0045 | FUEL ADJUSTMENT | 10020NS | DOLL | 15,223.00 | 15,223.000 | 6,216.760 | 6,216.760 | 1.00 | 6,216.76 | |||
| 0050 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 36,590.00 | 36,590.000 | 38,146.890 | 38,146.890 | 1.00 | 38,146.89 | |||
| 0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 26.00 | 26.000 | 34.210 | 34.210 | 550.00 | 18,815.50 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 4,264.440 | 4,264.440 | 1.00 | 4,264.44 | |||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0002 ROADWAY | |||||||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 113.21 | 0.00 | |||
| 0065 | TEMP DITCH | 02159 | LF | 19,056.00 | 19,056.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0070 | CLEAN TEMP DITCH | 02160 | LF | 9,528.00 | 9,528.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0075 | DITCHING | 02237 | LF | 167.00 | 167.000 | 793.930 | 793.930 | 9.61 | 7,629.66 | |||
| 0080 | FENCE-TEMP | 02259 | LF | 4,400.00 | 4,400.000 | 3,743.000 | 3,743.000 | 3.72 | 13,923.96 | |||
| 0085 | REMOVE & REPLACE FENCE | 02268 | LF | 4,400.00 | 4,400.000 | 3,783.000 | 3,783.000 | 7.70 | 29,129.10 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 548.00 | 548.000 | 384.320 | 384.320 | 25.15 | 9,665.64 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 470.00 | 470.000 | 160.000 | 160.000 | 6.00 | 960.00 | |||
| 0100 | DITCHING AND SHOULDERING | 02575 | LF | 2,450.00 | 2,450.000 | 2,022.000 | 2,022.000 | 9.93 | 20,078.46 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC (Warren Co KY 234) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,754.85 | 76,754.85 | |||
| 0110 | EDGELINE RUMBLE STRIPS | 02697 | LF | 76,222.00 | 76,222.000 | 74,485.000 | 74,485.000 | 0.20 | 14,897.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 19,056.00 | 19,056.000 | 3,679.000 | 3,679.000 | 1.42 | 5,224.18 | |||
| 0120 | SILT TRAP TYPE A | 02703 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 32.68 | 0.00 | |||
| 0125 | SILT TRAP TYPE B | 02704 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 16.34 | 0.00 | |||
| 0130 | SILT TRAP TYPE C | 02705 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 6.54 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | STAKING (Warren Co KY 234) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,078.00 | 9,078.00 | |||
| 0155 | BASE FAILURE REPAIR | 03240 | SQYD | 505.00 | 505.000 | 569.000 | 569.000 | 74.85 | 42,589.65 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0165 | TEMP MULCH | 05952 | SQYD | 102,797.00 | 102,797.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 76,714.00 | 76,714.000 | 7,260.000 | 7,260.000 | 0.10 | 726.00 | |||
| 0175 | INITIAL FERTILIZER | 05963 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0180 | MAINTENANCE FERTILIZER | 05964 | TON | 7.90 | 7.900 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0185 | SEEDING AND PROTECTION | 05985 | SQYD | 153,428.00 | 153,428.000 | 153,428.000 | 153,428.000 | 0.36 | 55,234.08 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 95.10 | 95.100 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0195 | TRENCHING | 06427 | LF | 76,068.00 | 76,068.000 | 71,961.380 | 71,961.380 | 1.90 | 136,726.62 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 90,522.00 | 90,522.000 | 64,792.000 | 64,792.000 | 0.24 | 15,550.08 | |||
| 0205 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 143,000.00 | 143,000.000 | 69,616.000 | 69,616.000 | 0.25 | 17,404.00 | |||
| 0210 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 170.00 | 170.000 | 165.000 | 165.000 | 14.00 | 2,310.00 | |||
| 0215 | SITE PREPARATION (LT STA 124+00 TO 131+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,727.24 | 13,727.24 | |||
| 0220 | SITE PREPARATION (LT STA 162+50 TO 165+50) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,114.42 | 0.00 | |||
| 0225 | SITE PREPARATION (LT STA 189+00 TO 193+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,524.62 | 9,524.62 | |||
| 0230 | SITE PREPARATION (LT STA 216+00 TO 219+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,037.40 | 10,037.40 | |||
| 0235 | SITE PREPARATION (LT STA 222+00 TO 224+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,754.70 | 16,754.70 | |||
| 0240 | SITE PREPARATION (LT STA 236+00 TO 239+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,924.52 | 16,924.52 | |||
| 0245 | SITE PREPARATION (LT STA 257+00 TO 259+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,471.12 | 8,471.12 | |||
| 0250 | SITE PREPARATION (LT STA 263+00 TO 267+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,071.40 | 12,071.40 | |||
| 0255 | SITE PREPARATION (LT STA 272+00 TO 274+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,499.35 | 15,499.35 | |||
| 0260 | SITE PREPARATION (LT STA 339+00 TO 341+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,158.48 | 4,158.48 | |||
| 0265 | SITE PREPARATION (LT STA 344+00 TO 346+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,920.36 | 5,920.36 | |||
| 0270 | SITE PREPARATION (LT STA 361+00 TO 362+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,168.06 | 1,168.06 | |||
| 0275 | SITE PREPARATION (LT STA 367+00 TO 368+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,142.43 | 1,142.43 | |||
| 0280 | SITE PREPARATION (RT STA 124+00 TO 131+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,183.94 | 10,183.94 | |||
| 0285 | SITE PREPARATION (RT STA 177+00 TO 179+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,289.90 | 7,289.90 | |||
| 0290 | SITE PREPARATION (RT STA 188+50 TO 195+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,270.15 | 14,270.15 | |||
| 0295 | SITE PREPARATION (RT STA 222+00 TO 224+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 982.57 | 982.57 | |||
| 0300 | SITE PREPARATION (RT STA 241+00 TO 242+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,108.66 | 4,108.66 | |||
| 0305 | SITE PREPARATION (RT STA 249+50 TO 251+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,689.67 | 5,689.67 | |||
| 0310 | SITE PREPARATION (RT STA 273+00 TO 274+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,819.20 | 2,819.20 | |||
| 0315 | SITE PREPARATION (RT STA 344+00 TO 346+50) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,797.23 | 8,797.23 | |||
| 0320 | SITE PREPARATION (RT STA 48+00 TO 51+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,835.67 | 8,835.67 | |||
| 0325 | SITE PREPARATION (RT STA 53+50 TO 57+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,888.96 | 10,888.96 | |||
| 0330 | SITE PREPARATION (RT STA 62+00 TO 64+00) | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,111.22 | 9,111.22 | |||
| 8001 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0003 DRAINAGE | |||||||
| 0335 | CULVERT PIPE-24 IN | 00464 | LF | 35.00 | 35.000 | 30.000 | 30.000 | 98.49 | 2,954.70 | |||
| 0340 | REMOVE PIPE | 01310 | LF | 75.00 | 75.000 | 46.000 | 46.000 | 16.65 | 765.90 | |||
| 0345 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 160.20 | 0.00 | |||
| 0350 | JUNCTION BOX-24 IN | 01643 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0355 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0360 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,300.00 | 15,900.00 | |||
| 0365 | REMOVE HEADWALL | 02625 | EACH | 27.00 | 27.000 | 15.000 | 15.000 | 231.33 | 3,469.95 | |||
| 0370 | SAFELOADING | 02690 | CUYD | 30.00 | 30.000 | 23.380 | 23.380 | 300.00 | 7,014.00 | |||
| 0375 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 252.00 | 252.000 | 252.000 | 252.000 | 570.00 | 143,640.00 | |||
| 0380 | HEADWALL (SLOPED AND MITERED CONCRETE FOR 18 INCH | 24575ES610 | EACH | 25.00 | 25.000 | 24.000 | 24.000 | 2,500.00 | 60,000.00 | |||
| 0385 | HEADWALL (SLOPED AND MITERED CONCRETE FOR 24 INCH | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0430 | CULVERT PIPE-18 IN (REVISED: 9-24-20) | 00462 | LF | 408.00 | 408.000 | 320.000 | 320.000 | 148.86 | 47,635.20 | |||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0004 SIGNING | |||||||
| 0390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,110.60 | 1,110.600 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0395 | STEEL POST TYPE 1 | 06410 | LF | 3,360.00 | 3,360.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0400 | REMOVE SIGN | 21373ND | EACH | 26.00 | 26.000 | 185.000 | 185.000 | 125.00 | 23,125.00 | |||
| 0405 | BARCODE SIGN INVENTORY | 24631EC | EACH | 319.00 | 319.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0005 GUARDRAIL | |||||||
| 0410 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,500.00 | 38,500.00 | |||
| 0415 | REMOVE GUARDRAIL | 02381 | LF | 550.00 | 550.000 | 687.500 | 687.500 | 3.00 | 2,062.50 | |||
| Project | 0311402342001 | Fed/State Project Number | HSIP 5073 (005) | Category | 0006 DEMOBILIZATION | |||||||
| 0420 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 94,999.99 | 94,999.99 | |||
| 0425 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 28,609.31 | 14,304.65 | 21,456.98 | |
| SUBTOT | $14,304.65 |
$1,849,990.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||