|
Report_Id: 181040 Est NO 0014 |
Date:01/03/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181040 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Overstreet, Cole A. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 11/15/2019 TO 11/28/2019 | ||||||
| Date Approved | 12/09/2019 | ||||||
| Primary Proj Number | DE05402601840 | ||||||
| Project No. | STP BRZ 0203(350) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | EASTLAWN ROAD-VETERANS DRIVE(KY-260) | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY-260(MP 2.14) OVER OTTER CREEK .20 MILE EAST OF PENNYRILE PARKWAY | ||||||
| Date Let | 10/26/2018 | Formal Acceptance | |||||
| Date Awarded | 11/05/2018 | Date Work Began | 03/18/2019 | ||||
| Date Contract Executed | 11/16/2018 | Open To Traffic | |||||
| Date NTP Issued | 11/16/2018 | Actual Completion Date | 11/25/2019 | ||||
| Current Contract Amount | $1,337,106.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,255,407.07 |
Total Earnings | $1,263,276.49 |
$1,244,154.86 |
$19,121.63 |
|
| Percent Complete | 94.48 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $73,830.44 |
Gross Earnings | $1,263,276.48 |
$1,244,154.85 |
$19,121.63 |
|
| Total Change Orders | $81,699.85 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,263,276.48 |
$1,244,154.85 |
$19,121.63 |
|||
| Contract Id | 181040 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0014 | Project Number | STP BRZ 0203(350) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | Period | 11/15/2019 TO 11/28/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Waterline resize and Island removal | Approved | 08/22/2019 | $81,699.85 | 21.0 | |||||
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 | 181040 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE05402601840 | ||||||
| Estimate Nbr | 0014 | Period | 11/15/2019 TO 11/28/2019 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | |||||||||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | 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 | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,309.00 | 1,309.000 | 23.840 | 1,773.470 | 1,797.310 | 23.25 | 554.28 | 41,787.45 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 13.00 | 13.000 | 45.950 | 0.000 | 45.950 | 151.00 | 6,938.45 | 6,938.45 | |
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 4.240 | 0.000 | 4.240 | 1,310.00 | 5,554.40 | 5,554.40 | |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,398.00 | 1,883.000 | 1,526.170 | 1,526.170 | 70.00 | 106,831.90 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 203.00 | 430.000 | 602.390 | 602.390 | 86.00 | 51,805.54 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.30 | 3.300 | 3.300 | 3.300 | 605.00 | 1,996.50 | |||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0002 ROADWAY | |||||||
| 0035 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 302.00 | 302.000 | 645.260 | 645.260 | 20.00 | 12,905.20 | |||
| 0040 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 0.000 | 100.000 | 50.86 | 5,086.00 | 5,086.00 | |
| 0045 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 13.57 | 0.00 | |||
| 0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 17.00 | 17.000 | 20.000 | 20.000 | 8.00 | 160.00 | |||
| 0055 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 13.57 | 0.00 | |||
| 0060 | INSTALL TEMP CONC MED BARR | 01992 | LF | 400.00 | 400.000 | 183.000 | 183.000 | 36.20 | 6,624.60 | |||
| 0065 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 10.26 | 1,846.80 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 245.86 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 402.00 | 402.000 | 135.000 | 135.000 | 0.24 | 32.40 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 4,345.00 | 4,345.000 | 4,345.000 | 4,345.000 | 10.00 | 43,450.00 | |||
| 0090 | WATER | 02242 | MGAL | 70.00 | 70.000 | 0.000 | 0.000 | 3.84 | 0.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,254.00 | 1,254.000 | 1,250.000 | 1,250.000 | 18.00 | 22,500.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,853.33 | 11,413.32 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,573.00 | 0.00 | |||
| 0120 | REMOVE GUARDRAIL | 02381 | LF | 573.00 | 573.000 | 667.000 | 667.000 | 2.00 | 1,334.00 | |||
| 0125 | TEMP GUARDRAIL | 02397 | LF | 25.00 | 25.000 | 225.000 | 225.000 | 20.00 | 4,500.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 1,112.00 | 1,112.000 | 1,099.670 | 1,099.670 | 26.00 | 28,591.42 | |||
| 0150 | CLEARING AND GRUBBING 2.0 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0155 | TEMPORARY SIGNS | 02562 | SQFT | 531.00 | 531.000 | 368.000 | 368.000 | 10.64 | 3,915.52 | |||
| 0160 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 139.00 | 0.00 | |||
| 0165 | EDGE KEY | 02585 | LF | 120.00 | 120.000 | 1,035.000 | 1,035.000 | 22.25 | 23,028.75 | |||
| 0170 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,013.00 | 2,013.000 | 130.000 | 130.000 | 1.62 | 210.60 | |||
| 0175 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 478.00 | 478.000 | 1,181.660 | 1,181.660 | 1.31 | 1,547.97 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,924.01 | 24,924.01 | |||
| 0185 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,169.86 | 2,339.72 | |||
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,512.72 | 0.00 | |||
| 0195 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,035.00 | 1,035.000 | 0.000 | 0.000 | 6.05 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 745.00 | 745.000 | 157.000 | 157.000 | 2.81 | 441.17 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 236.38 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 280.89 | 1,123.56 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 156.66 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 56.42 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 56.53 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 55.87 | 0.00 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0240 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0245 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0250 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0255 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,690.00 | 2,690.000 | 2,792.000 | 2,792.000 | 1.25 | 3,490.00 | |||
| 0260 | TEMP MULCH | 05952 | SQYD | 4,777.00 | 4,777.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,583.00 | 3,583.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0270 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.100 | 0.100 | 1,250.00 | 125.00 | |||
| 0275 | 20-10-10 FERTILIZER | 05964 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0280 | SEEDING AND PROTECTION | 05985 | SQYD | 4,475.00 | 4,475.000 | 5,232.100 | 5,232.100 | 1.00 | 5,232.10 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.50 | 4.500 | 4.500 | 4.500 | 110.00 | 495.00 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,040.00 | 5,040.000 | 2,312.000 | 2,312.000 | 0.21 | 485.52 | |||
| 0295 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 1.63 | 0.00 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,885.00 | 2,885.000 | 417.000 | 6,154.000 | 6,571.000 | 0.50 | 208.50 | 3,285.50 | |
| 0305 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,010.00 | 1,010.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0315 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,010.00 | 1,010.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 4.000 | 0.000 | 4.000 | 195.00 | 780.00 | 780.00 | |
| 0325 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0330 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0335 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 134.00 | 134.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 8002 | REMOVE CONCRETE MEDIAN REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 0.00 | 735.000 | 735.000 | 735.000 | 26.36 | 19,374.60 | |||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0003 DRAINAGE | |||||||
| 0340 | CULVERT PIPE-66 IN | 00473 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 157.76 | 8,519.04 | |||
| 0345 | PERFORATED PIPE-4 IN | 01000 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 21.30 | 0.00 | |||
| 0350 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 94.41 | 0.00 | |||
| 0355 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,660.57 | 0.00 | |||
| 0360 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,746.75 | 21,493.50 | |||
| 0365 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,608.62 | 0.00 | |||
| 0370 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 49.00 | 49.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0004 BRIDGE- 27729 | |||||||
| 0375 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 82.00 | 82.000 | 82.000 | 82.000 | 50.89 | 4,172.98 | |||
| 0380 | MASONRY COATING | 02998 | SQYD | 198.00 | 198.000 | 198.000 | 198.000 | 8.38 | 1,659.24 | |||
| 0385 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.90 | 84.900 | 84.900 | 84.900 | 55.44 | 4,706.85 | |||
| 0390 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 861.00 | 861.000 | 861.000 | 861.000 | 21.99 | 18,933.39 | |||
| 0395 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 824.00 | 824.000 | 545.510 | 545.510 | 26.51 | 14,461.47 | |||
| 0400 | TEST PILES | 08033 | LF | 109.00 | 109.000 | 114.250 | 114.250 | 173.37 | 19,807.52 | |||
| 0405 | PILES-STEEL HP14X89 | 08051 | LF | 743.00 | 743.000 | 799.730 | 799.730 | 80.14 | 64,090.36 | |||
| 0410 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 122.72 | 1,963.52 | |||
| 0415 | CONCRETE-CLASS A | 08100 | CUYD | 55.20 | 55.200 | 55.200 | 55.200 | 753.95 | 41,618.04 | |||
| 0420 | CONCRETE-CLASS AA | 08104 | CUYD | 135.40 | 135.400 | 135.400 | 135.400 | 1,036.76 | 140,377.30 | |||
| 0425 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 21.49 | 429.80 | |||
| 0430 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 32,944.00 | 32,944.000 | 32,944.000 | 32,944.000 | 1.23 | 40,521.12 | |||
| 0435 | APPROACH SLAB | 08500 | SQYD | 227.80 | 227.800 | 227.800 | 227.800 | 258.99 | 58,997.92 | |||
| 0440 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 468.00 | 468.000 | 468.000 | 468.000 | 283.13 | 132,504.84 | |||
| 0445 | RAIL SYSTEM TYPE III | 21532ED | LF | 160.20 | 160.200 | 160.200 | 160.200 | 168.51 | 26,995.30 | |||
| 0450 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 59.24 | 1,303.28 | |||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0005 WATERLINE | |||||||
| 0455 | CONCRETE CAP | 02556 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0460 | TEMP SILT FENCE | 02701 | LF | 825.00 | 825.000 | 48.000 | 48.000 | 5.50 | 264.00 | |||
| 0465 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,800.00 | 13,600.00 | |||
| 0470 | W PIPE PVC 08 INCH | 14060 | LF | 813.00 | 0.000 | 0.000 | 0.000 | 49.75 | 0.00 | |||
| 0475 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0480 | ACCEPTANCE TESTING | 23364EC | DAY | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8000 | W PIPE PVC 10 INCH W PIPE PVC 10 INCH | 14061 | LF | 0.00 | 720.000 | 680.000 | 680.000 | 63.75 | 43,350.00 | |||
| 8001 | W TAPPING SLEEVE AND VALVE SIZE 2 W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| Project | DE05402601840 | Fed/State Project Number | STP BRZ 0203(350) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0485 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,553.00 | 0.00 | |||
| SUBTOT | $19,121.63 |
$1,263,276.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0440-1-0I |
BOX BEAM, CB | FT |
468.00 | 0001 | $164.880000 | $77,161.95 | ||||||
0440-1-0A |
BOX BEAM, CB | FT |
234.00 | 0004 | $164.880000 | $-38,580.98 | ||||||
0440-1-0A |
BOX BEAM, CB | FT |
234.00 | 0008 | $164.880000 | $-38,580.97 | ||||||
| SUBTOT | $0.00 |
|||||||||||