|
Report_Id: 191227 Est NO 0006 |
Date:12/09/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191227 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Leonard, Jordan 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 | 11/01/2019 TO 11/14/2019 | ||||||
| Date Approved | 11/25/2019 | ||||||
| Primary Proj Number | DE07300451927 | ||||||
| Project No. | STP 3015 (028) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | US 45 | ||||||
| Description | ADDRESS PAVEMENT CONDITION OF AC PAVEMENT | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/02/2019 | Date Work Began | 09/03/2019 | ||||
| Date Contract Executed | 08/19/2019 | Open To Traffic | |||||
| Date NTP Issued | 08/19/2019 | Actual Completion Date | |||||
| Current Contract Amount | $1,204,025.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,204,025.33 |
Total Earnings | $991,889.15 |
$989,749.15 |
$2,140.00 |
|
| Percent Complete | 82.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $212,136.18 |
Gross Earnings | $991,889.15 |
$989,749.15 |
$2,140.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $991,889.15 |
$989,749.15 |
$2,140.00 |
|||
| Contract Id | 191227 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0006 | Project Number | STP 3015 (028) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | Period | 11/01/2019 TO 11/14/2019 | |||||||
| 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 | 191227 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE07300451927 | ||||||
| Estimate Nbr | 0006 | Period | 11/01/2019 TO 11/14/2019 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | |||||||||
| Project | DE07300451927 | Fed/State Project Number | STP 3015 (028) | 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 | DE07300451927 | Fed/State Project Number | STP 3015 (028) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,221.00 | 1,221.000 | 255.940 | 255.940 | 42.08 | 10,769.95 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 94.00 | 94.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,076.00 | 1,076.000 | 1,401.200 | 1,401.200 | 87.00 | 121,904.40 | |||
| 0020 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,473.00 | 1,473.000 | 1,511.310 | 1,511.310 | 87.00 | 131,483.97 | |||
| 0025 | ASPHALT CURING SEAL | 00358 | TON | 6.50 | 6.500 | 6.500 | 6.500 | 1,000.00 | 6,500.00 | |||
| 0030 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 475.00 | 475.000 | 599.722 | 599.722 | 114.17 | 68,470.26 | |||
| 0035 | CEMENT (REVISED: 7-15-19) | 02542 | TON | 186.70 | 186.700 | 186.700 | 186.700 | 168.50 | 31,458.95 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,642.00 | 1,642.000 | 966.000 | 966.000 | 22.25 | 21,493.50 | |||
| 0045 | SAND FOR BLOTTER | 02702 | TON | 16.30 | 16.300 | 0.000 | 0.000 | 42.28 | 0.00 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 7,245.00 | 7,245.000 | 4,944.300 | 4,944.300 | 0.99 | 4,894.85 | |||
| 0055 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 2,549.00 | 2,549.000 | 2,912.510 | 2,912.510 | 17.89 | 52,104.80 | |||
| 0060 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 2,549.00 | 2,549.000 | 2,912.510 | 2,912.510 | 12.98 | 37,804.37 | |||
| 0065 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 179,216.00 | 179,216.000 | 179,216.000 | 179,216.000 | 0.34 | 60,933.44 | |||
| 0070 | FULL DEPTH RECLAMATION WITH CEMENT | 24936EC | SQYD | 6,522.00 | 6,522.000 | 4,553.000 | 4,553.000 | 10.17 | 46,304.01 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.70 | 2.700 | 2.530 | 2.530 | 1,159.17 | 2,932.70 | |||
| Project | DE07300451927 | Fed/State Project Number | STP 3015 (028) | Category | 0002 ROADWAY | |||||||
| 0080 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,057.78 | 0.00 | |||
| 0085 | STANDARD CURB AND GUTTER | 01810 | LF | 4,163.00 | 4,163.000 | 4,219.000 | 4,219.000 | 39.27 | 165,680.13 | |||
| 0090 | REMOVE CURB AND GUTTER | 01812 | LF | 4,163.00 | 4,163.000 | 4,219.000 | 4,219.000 | 6.35 | 26,790.65 | |||
| 0095 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 484.75 | 3,393.25 | |||
| 0100 | REMOVE PCC PAVEMENT | 02058 | SQYD | 243.00 | 243.000 | 243.000 | 243.000 | 12.20 | 2,964.60 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 475.00 | 475.000 | 0.000 | 0.000 | 14.65 | 0.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 1,557.00 | 1,557.000 | 1,557.000 | 1,557.000 | 26.14 | 40,699.98 | |||
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 500.000 | 500.000 | 15.69 | 7,845.00 | |||
| 0120 | EDGE KEY | 02585 | LF | 167.00 | 167.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0125 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,949.38 | 0.00 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 4,583.70 | 9,167.40 | |||
| 0135 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0140 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 72.00 | 72.000 | 90.611 | 90.611 | 14.01 | 1,269.46 | |||
| 0145 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,562.00 | 0.00 | |||
| 0155 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0160 | SODDING | 05990 | SQYD | 4,696.00 | 4,696.000 | 4,200.000 | 4,200.000 | 5.25 | 22,050.00 | |||
| 0165 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0170 | STEEL POST TYPE 1 | 06410 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0175 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,260.00 | 7,260.000 | 26,947.000 | 26,947.000 | 0.20 | 5,389.40 | |||
| 0180 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0185 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0190 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0195 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 293.00 | 293.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0200 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 234.00 | 234.000 | 107.000 | 0.000 | 107.000 | 20.00 | 2,140.00 | 2,140.00 | |
| 0205 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0210 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0215 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0220 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0225 | SAW CUT | 20430ED | LF | 627.00 | 627.000 | 0.000 | 0.000 | 3.66 | 0.00 | |||
| 0230 | PAVEMENT REPAIR | 20757ED | SQYD | 42.00 | 42.000 | 32.708 | 32.708 | 31.29 | 1,023.43 | |||
| 0235 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0240 | REMOVE AND RESET HISTORIC MARKERS | 20870ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,033.33 | 0.00 | |||
| 0245 | RECONSTRUCT CURB BOX INLET | 20904ED | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 4,300.00 | 51,600.00 | |||
| 0250 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0255 | INLAID PAVEMENT MARKER | 24489EC | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0260 | BARCODE SIGN INVENTORY | 24631EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0265 | HMA ELECTRONIC DELIVERY MGMT SYSTEM | 24986EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,820.63 | 26,820.63 | |||
| 0270 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 4,557.00 | 4,557.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0275 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 4,980.00 | 4,980.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| Project | DE07300451927 | Fed/State Project Number | STP 3015 (028) | Category | 0003 SIGNALIZATION | |||||||
| 0280 | CONDUIT-1 IN | 04792 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0285 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 997.30 | 0.00 | |||
| 0290 | TRENCHING AND BACKFILLING | 04820 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0295 | LOOP WIRE | 04830 | LF | 1,320.00 | 1,320.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0300 | CABLE-NO. 14/1 PAIR | 04850 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0305 | LOOP SAW SLOT AND FILL | 04895 | LF | 516.00 | 516.000 | 0.000 | 0.000 | 25.65 | 0.00 | |||
| 0310 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 30.00 | 30.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0315 | LOOP TEST | 24963ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE07300451927 | Fed/State Project Number | STP 3015 (028) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0320 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| SUBTOT | $2,140.00 |
$991,889.16 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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