|
Report_Id: 174018 Est NO 0007 |
Date:09/21/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 174018 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 08/10/2018 TO 08/23/2018 | ||||||
| Date Approved | 09/05/2018 | ||||||
| Primary Proj Number | 0101806411701 | ||||||
| Project No. | HSIP 6411 (034) | ||||||
| Primary County | CALLOWAY | ||||||
| Name of Road | LOW COST SAFETY IMPROVEMENTS ON US-641 | ||||||
| Description | LOW COST SAFETY IMPROVEMENTS ALONG US-641 FROM THE INTERSECT ION WITH E W MILLER ST (CS-2001) TO THE INTERSECTION WITH MI | ||||||
| Date Let | 12/08/2017 | Formal Acceptance | |||||
| Date Awarded | 12/15/2017 | Date Work Began | 04/13/2018 | ||||
| Date Contract Executed | 01/31/2018 | Open To Traffic | |||||
| Date NTP Issued | 01/31/2018 | Actual Completion Date | |||||
| Current Contract Amount | $1,210,240.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,210,240.02 |
Total Earnings | $382,687.47 |
$304,928.47 |
$77,759.00 |
|
| Percent Complete | 31.62 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $827,552.55 |
Gross Earnings | $382,687.47 |
$304,928.47 |
$77,759.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $382,687.47 |
$304,928.47 |
$77,759.00 |
|||
| Contract Id | 174018 | Change Order Summary |
County | CALLOWAY | ||||||
| Estimate Nbr | 0007 | Project Number | HSIP 6411 (034) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 08/10/2018 TO 08/23/2018 | |||||||
| 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 | 174018 | COMMONWEALTH OF KENTUCKY |
County | CALLOWAY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 0101806411701 | ||||||
| Estimate Nbr | 0007 | Period | 08/10/2018 TO 08/23/2018 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | 0101806411701 | Fed/State Project Number | HSIP 6411 (034) | 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 | 0101806411701 | Fed/State Project Number | HSIP 6411 (034) | Category | 0001 ROADWAY | |||||||
| 0005 | DGA BASE | 00001 | TON | 68.00 | 68.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 939.00 | 939.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 766.00 | 766.000 | 45.120 | 0.000 | 45.120 | 82.00 | 3,699.84 | 3,699.84 | |
| 0025 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 3,502.00 | 3,502.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0035 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | TEMP DITCH | 02159 | LF | 8,000.00 | 8,000.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0045 | CLEAN TEMP DITCH | 02160 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.09 | 0.00 | |||
| 0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0055 | DITCHING | 02237 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0060 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 621.00 | 621.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0075 | REMOVE TREES OR STUMPS <12" | 02460 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,600.00 | 8,000.00 | |||
| 0080 | REMOVE TREES OR STUMPS 12"-36" | 02460 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,200.00 | 15,400.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 319.00 | 319.000 | 82.600 | 0.000 | 82.600 | 45.00 | 3,717.00 | 3,717.00 | |
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 370.00 | 370.000 | 370.000 | 370.000 | 8.51 | 3,148.70 | |||
| 0095 | DITCHING AND SHOULDERING | 02575 | LF | 16,147.00 | 16,147.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0100 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0105 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 332.00 | 332.000 | 0.000 | 0.000 | 5.32 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0120 | EDGELINE RUMBLE STRIPS | 02697 | LF | 32,300.00 | 32,300.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0125 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,662.00 | 11,662.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 17,000.00 | 17,000.000 | 2,309.600 | 2,309.600 | 0.18 | 415.72 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0185 | 20-10-10 FERTILIZER | 05964 | TON | 1.40 | 1.400 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 26,000.00 | 26,000.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0195 | AGRICULTURAL LIMESTONE | 05992 | TON | 16.90 | 16.900 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0200 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 23.00 | 23.000 | 0.000 | 0.000 | 30.62 | 0.00 | |||
| 0205 | STEEL POST TYPE 1 | 06410 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 64,600.00 | 64,600.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0215 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,700.00 | 17,700.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0220 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 202.00 | 202.000 | 0.000 | 0.000 | 7.71 | 0.00 | |||
| 0225 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,130.00 | 8,130.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 20,357.00 | 20,357.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0235 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0240 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0245 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 425.00 | 425.000 | 0.000 | 0.000 | 14.90 | 0.00 | |||
| 0250 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | 0101806411701 | Fed/State Project Number | HSIP 6411 (034) | Category | 0002 DRAINAGE | |||||||
| 0255 | ENTRANCE PIPE-18 IN | 00441 | LF | 45.00 | 45.000 | 45.000 | 0.000 | 45.000 | 66.69 | 3,001.05 | 3,001.05 | |
| 0260 | CULVERT PIPE-24 IN | 00464 | LF | 108.00 | 108.000 | 35.000 | 73.000 | 108.000 | 166.27 | 5,819.45 | 17,957.16 | |
| 0265 | CULVERT PIPE-30 IN | 00466 | LF | 43.00 | 43.000 | 43.000 | 0.000 | 43.000 | 253.97 | 10,920.71 | 10,920.71 | |
| 0270 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 1.000 | 4.000 | 5.000 | 1,849.81 | 1,849.81 | 9,249.05 | |
| 0275 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,044.26 | 2,044.26 | 2,044.26 | |
| 0280 | REMOVE PIPE | 01310 | LF | 50.00 | 50.000 | 44.000 | 0.000 | 44.000 | 7.33 | 322.52 | 322.52 | |
| 0285 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0290 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 14.00 | 14.000 | 0.000 | 0.000 | 417.80 | 0.00 | |||
| 0295 | REMOVE HEADWALL | 02625 | EACH | 9.00 | 9.000 | 2.000 | 5.000 | 7.000 | 872.71 | 1,745.42 | 6,108.97 | |
| 0300 | FOUNDATION PREPARATION MP 1.85 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0305 | FOUNDATION PREPARATION MP 2.18 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0310 | FOUNDATION PREPARATION MP 2.41 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0315 | FOUNDATION PREPARATION MP 2.57 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0320 | FOUNDATION PREPARATION MP 2.86 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0325 | FOUNDATION PREPARATION MP 3.20 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0330 | FOUNDATION PREPARATION MP 3.51 | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,000.00 | 6,000.00 | 6,000.00 | |
| 0335 | CONCRETE-CLASS A | 08100 | CUYD | 224.00 | 224.000 | 32.500 | 187.300 | 219.800 | 959.61 | 31,187.32 | 210,922.27 | |
| 0340 | STEEL REINFORCEMENT | 08150 | LB | 30,032.00 | 30,032.000 | 7,377.830 | 22,476.630 | 29,854.460 | 1.01 | 7,451.60 | 30,153.00 | |
| 0345 | HEADWALL SLOPED & MITERED, 24 IN | 24575ES610 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,875.73 | 8,627.19 | |||
| 0350 | HEADWALL SLOPED & MITERED, 30 IN | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,923.00 | 0.00 | |||
| Project | 0101806411701 | Fed/State Project Number | HSIP 6411 (034) | Category | 0003 DEMOBILIZATION | |||||||
| 0355 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| SUBTOT | $77,758.99 |
$382,687.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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