Report_Id: 204210 Est NO 0004 |
Date:07/21/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 204210 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
District Office | PADUCAH (01360) Oliver, Michael R. | ||||||
Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | ADDR SN 0 VC Code KY0025189 | |||||
AND AFFILIATE | |||||||
1108 DOVER RD | |||||||
GRAND RIVERS , KY , 42045 | |||||||
Pay Period | 06/18/2021 TO 06/30/2021 | ||||||
Date Approved | 07/09/2021 | ||||||
Primary Proj Number | 0107906412001 | ||||||
Project No. | HSIP 6411(038) | ||||||
Primary County | MARSHALL | ||||||
Name of Road | US HIGHWAY 641 (US 641) | ||||||
Description | CONSTRUCTION OF AN RCUT AT THE INTERSECTION OF US 641 & KY 4 02 | ||||||
Date Let | 10/23/2020 | Formal Acceptance | |||||
Date Awarded | 11/02/2020 | Date Work Began | 04/12/2021 | ||||
Date Contract Executed | 01/13/2021 | Open To Traffic | |||||
Date NTP Issued | 01/13/2021 | Actual Completion Date | |||||
Current Contract Amount | $1,196,823.32 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,196,823.32 |
Total Earnings | $584,194.54 |
$494,033.94 |
$90,160.60 |
|
Percent Complete | 48.81 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $612,628.78 |
Gross Earnings | $584,194.54 |
$494,033.94 |
$90,160.60 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $584,194.54 |
$494,033.94 |
$90,160.60 |
|||
Contract Id | 204210 | Change Order Summary |
County | MARSHALL | ||||||
Estimate Nbr | 0004 | Project Number | HSIP 6411(038) | |||||||
Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | Period | 06/18/2021 TO 06/30/2021 | |||||||
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 | 204210 | COMMONWEALTH OF KENTUCKY |
County | MARSHALL | ||||||
Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0107906412001 | ||||||
Estimate Nbr | 0004 | Period | 06/18/2021 TO 06/30/2021 | |||||||
Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | |||||||||
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | 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 | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 2,168.00 | 2,168.000 | 2,687.370 | 2,687.370 | 30.00 | 80,621.10 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 37.00 | 37.000 | 0.000 | 0.000 | 140.76 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 4.40 | 4.400 | 0.000 | 0.000 | 1,772.18 | 0.00 | |||
0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,254.00 | 3,254.000 | 176.110 | 2,746.050 | 2,922.160 | 65.00 | 11,447.15 | 189,940.40 | |
0025 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,160.00 | 1,160.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 16.00 | 16.000 | 1.260 | 1.260 | 550.00 | 693.00 | |||
0035 | JPC PAVEMENT-10 IN | 02069 | SQYD | 453.00 | 453.000 | 453.000 | 453.000 | 92.86 | 42,065.58 | |||
0040 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 2,329.00 | 2,329.000 | 1,226.830 | 1,226.830 | 11.71 | 14,366.17 | |||
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0002 ROADWAY | |||||||
0045 | REMOVE CURB AND GUTTER | 01812 | LF | 2,146.00 | 2,146.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0050 | LIP CURB AND GUTTER | 01820 | LF | 2,244.00 | 2,244.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
0055 | STANDARD BARRIER MEDIAN TYPE 1 | 01915 | SQYD | 219.00 | 219.000 | 0.000 | 0.000 | 75.93 | 0.00 | |||
0060 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 1,305.00 | 1,305.000 | 0.000 | 0.000 | 50.81 | 0.00 | |||
0065 | REMOVE PAVEMENT | 02091 | SQYD | 308.00 | 308.000 | 308.000 | 308.000 | 7.00 | 2,156.00 | |||
0070 | TEMP DITCH | 02159 | LF | 725.00 | 725.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0075 | CLEAN TEMP DITCH | 02160 | LF | 363.00 | 363.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0080 | EMBANKMENT IN PLACE | 02230 | CUYD | 838.00 | 838.000 | 500.000 | 500.000 | 54.00 | 27,000.00 | |||
0085 | CLEARING AND GRUBBING (APPROX 1.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
0090 | TEMPORARY SIGNS | 02562 | SQFT | 178.00 | 178.000 | 178.000 | 178.000 | 8.01 | 1,425.78 | |||
0095 | MAINTAIN & CONTROL TRAFFIC (US 641 @ KY 402) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 37,000.00 | 18,500.00 | |||
0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
0105 | MOBILIZATION FOR MILL & TEXT (US 641 @ KY 402) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0110 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,834.00 | 2,834.000 | 805.000 | 500.000 | 1,305.000 | 26.13 | 21,034.65 | 34,099.65 | |
0115 | SHOULDER RUMBLE STRIPS | 02696 | LF | 3,910.00 | 3,910.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
0120 | TEMP SILT FENCE | 02701 | LF | 725.00 | 725.000 | 1,115.000 | 1,115.000 | 2.14 | 2,386.10 | |||
0125 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 240.13 | 0.00 | |||
0130 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 204.50 | 0.00 | |||
0135 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 185.18 | 0.00 | |||
0140 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 187.62 | 0.00 | |||
0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 187.62 | 0.00 | |||
0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.35 | 0.00 | |||
0155 | STAKING (US 641 @ KY 402) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0165 | TEMP MULCH | 05952 | SQYD | 4,540.00 | 4,540.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,410.00 | 3,410.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
0175 | INITIAL FERTILIZER | 05963 | TON | 0.35 | 0.350 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0180 | MAINTENANCE FERTILIZER | 05964 | TON | 0.21 | 0.210 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0185 | SEEDING AND PROTECTION | 05985 | SQYD | 3,137.00 | 3,137.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.20 | 4.200 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 10,000.00 | 10,000.000 | 5,368.000 | 1,260.000 | 6,628.000 | 0.20 | 1,073.60 | 1,325.60 | |
0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,834.00 | 5,834.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 3,088.00 | 3,088.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0210 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,725.00 | 1,725.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0215 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 970.00 | 970.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0220 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0225 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 660.00 | 660.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0230 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0235 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0240 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 360.00 | 360.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0245 | CONCRETE-CLASS A | 08100 | CUYD | 3.54 | 3.540 | 0.000 | 0.000 | 952.98 | 0.00 | |||
0250 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,830.00 | 7,830.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0255 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 17,007.00 | 17,007.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0260 | SAWCUT PAVEMENT | 20550ND | LF | 573.00 | 573.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0265 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 5,111.00 | 5,111.000 | 2,690.000 | 2,690.000 | 12.00 | 32,280.00 | |||
0270 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,229.00 | 1,229.000 | 1,035.000 | 1,035.000 | 13.19 | 13,651.65 | |||
0275 | REMOVE SIGN | 21373ND | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0280 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
0285 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0290 | PAVE MARK TY 1 TAPE CROSS HATCH | 23253ES717 | SQFT | 160.00 | 160.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0295 | REMOVE MOUNTABLE MEDIAN | 23623EC | SQYD | 1,573.00 | 1,573.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0300 | INLAID PAVEMENT MARKER | 24489EC | EACH | 130.00 | 130.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
0305 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 292.00 | 292.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0310 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 137.00 | 137.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0315 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0320 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,200.00 | 0.00 | |||
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0003 DRAINAGE | |||||||
0325 | CULVERT PIPE-12 IN | 00460 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 343.20 | 1,372.80 | |||
0330 | CULVERT PIPE-15 IN | 00461 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 97.24 | 8,168.16 | |||
0335 | REMOVE PIPE | 01310 | LF | 23.00 | 23.000 | 23.000 | 23.000 | 10.00 | 230.00 | |||
0340 | SLOPED AND PARALLEL HEADWALL-15 IN | 01443 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,082.73 | 4,165.46 | |||
0345 | DROP BOX INLET TYPE 5C | 01508 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,070.94 | 8,070.94 | |||
0350 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,070.94 | 8,070.94 | |||
0355 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 468.14 | 0.00 | |||
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0004 SIGNING | |||||||
0360 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 314.94 | 314.940 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0365 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 129.00 | 129.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0370 | STEEL POST TYPE 1 | 06410 | LF | 487.00 | 487.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0375 | BARCODE SIGN INVENTORY | 24631EC | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0005 LIGHTING | |||||||
0380 | POLE 30 FT MTG HT | 04700 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
0385 | POLE 40 FT MTG HT | 04701 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,866.00 | 0.00 | |||
0390 | BRACKET 12 FT | 04724 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 712.00 | 0.00 | |||
0395 | BRACKET 15 FT | 04725 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 743.00 | 0.00 | |||
0400 | POLE BASE | 04740 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 1,452.00 | 5,808.00 | 5,808.00 | |
0405 | TRANSFORMER BASE | 04750 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
0410 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,026.00 | 0.00 | |||
0415 | FUSED CONNECTOR KIT | 04780 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 271.00 | 0.00 | |||
0420 | CONDUIT-2 IN | 04795 | LF | 641.00 | 641.000 | 660.000 | 0.000 | 660.000 | 19.79 | 13,061.40 | 13,061.40 | |
0425 | TRENCHING AND BACKFILLING | 04820 | LF | 1,007.00 | 1,007.000 | 1,080.000 | 0.000 | 1,080.000 | 5.07 | 5,475.60 | 5,475.60 | |
0430 | WIRE-NO. 12 | 04832 | LF | 594.00 | 594.000 | 0.000 | 0.000 | 0.77 | 0.00 | |||
0435 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 8.000 | 0.000 | 8.000 | 1,242.00 | 9,936.00 | 9,936.00 | |
0440 | BORE AND JACK CONDUIT | 21543EN | LF | 641.00 | 641.000 | 660.000 | 0.000 | 660.000 | 24.71 | 16,308.60 | 16,308.60 | |
0445 | WIRE-NO. 10 | 23778EC | LF | 5,712.00 | 5,712.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
0450 | LED LUMINAIRE | 24589ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 873.00 | 0.00 | |||
0455 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,007.00 | 1,007.000 | 1,080.000 | 0.000 | 1,080.000 | 5.57 | 6,015.60 | 6,015.60 | |
Project | 0107906412001 | Fed/State Project Number | HSIP 6411(038) | Category | 0006 DEMOBILIZATION | |||||||
0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
SUBTOT | $90,160.60 |
$584,194.53 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |