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Report_Id: 131208 Est NO 0003 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131208 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) Looper, Jason W. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 07/01/2014 TO 07/10/2014 | ||||||
| Date Approved | 07/21/2014 | ||||||
| Primary Proj Number | DE04209451308 | ||||||
| Project No. | STP BRZ 0103 (324) | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | WILSON CREEK BRIDGE (KY 945) | ||||||
| Description | WILSON CREEK BRIDGE (KY 945) | ||||||
| Date Let | 09/27/2013 | Formal Acceptance | |||||
| Date Awarded | 10/09/2013 | Date Work Began | 06/02/2014 | ||||
| Date Contract Executed | 12/16/2013 | Open To Traffic | |||||
| Date NTP Issued | 12/16/2013 | Actual Completion Date | 11/12/2014 | ||||
| Current Contract Amount | $1,061,739.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,061,739.37 |
Total Earnings | $235,889.31 |
$186,674.93 |
$49,214.38 |
|
| Percent Complete | 22.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $825,850.06 |
Gross Earnings | $235,889.31 |
$186,674.93 |
$49,214.38 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $235,889.31 |
$186,674.93 |
$49,214.38 |
|||
| Contract Id | 131208 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0003 | Project Number | STP BRZ 0103 (324) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 07/01/2014 TO 07/10/2014 | |||||||
| 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 | 131208 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04209451308 | ||||||
| Estimate Nbr | 0003 | Period | 07/01/2014 TO 07/10/2014 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE04209451308 | Fed/State Project Number | STP BRZ 0103 (324) | 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 | DE04209451308 | Fed/State Project Number | STP BRZ 0103 (324) | Category | 0001 PAVING | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 1,271.00 | 1,271.000 | 0.000 | 0.000 | 25.42 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 264.02 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 4,222.87 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,168.00 | 1,168.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 238.00 | 238.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE04209451308 | Fed/State Project Number | STP BRZ 0103 (324) | Category | 0002 ROADWAY | |||||||
| 0060 | ENTRANCE PIPE-18 IN | 00441 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 31.52 | 0.00 | |||
| 0070 | ENTRANCE PIPE-24 IN | 00443 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 36.19 | 0.00 | |||
| 0080 | CULVERT PIPE-36 IN | 00468 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 101.61 | 0.00 | |||
| 0090 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 50.62 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 594.83 | 1,189.66 | |||
| 0120 | EMBANKMENT IN PLACE | 02230 | CUYD | 4,187.00 | 4,187.000 | 0.000 | 0.000 | 11.66 | 0.00 | |||
| 0130 | WATER | 02242 | MGAL | 9.00 | 9.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0140 | GUARDRAIL-STEEL W BEAM-S FACE ADDED: 9-12-13 | 02351 | LF | 725.00 | 725.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 124.85 | 0.00 | |||
| 0180 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 112.39 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 637.00 | 637.000 | 0.000 | 0.000 | 31.40 | 0.00 | |||
| 0200 | CLEARING AND GRUBBING ESTIMATED AT 1.55 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 8,303.04 | 4,151.52 | |||
| 0210 | TEMPORARY SIGNS | 02562 | SQFT | 162.00 | 162.000 | 162.000 | 162.000 | 24.76 | 4,011.12 | |||
| 0220 | EDGE KEY | 02585 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 132.35 | 0.00 | |||
| 0230 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,101.00 | 1,101.000 | 0.000 | 0.000 | 3.23 | 0.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 8,765.94 | 2,191.48 | |||
| 0250 | TEMP SILT FENCE | 02701 | LF | 635.00 | 635.000 | 0.000 | 0.000 | 2.72 | 0.00 | |||
| 0260 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 266.37 | 1,331.85 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 218.29 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 74.39 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 130.94 | 0.00 | |||
| 0300 | CLEAN TEMP SILT FENCE | 02709 | LF | 635.00 | 635.000 | 0.000 | 0.000 | 1.67 | 0.00 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,460.00 | 2,460.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0330 | TEMP MULCH | 05952 | SQYD | 7,260.00 | 7,260.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0350 | TOPDRESSING FERTILIZER | 05966 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0360 | SEEDING AND PROTECTION | 05985 | SQYD | 7,260.00 | 7,260.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,149.00 | 2,149.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0380 | CONCRETE-CLASS A | 08100 | CUYD | 4.30 | 4.300 | 0.000 | 0.000 | 1,225.92 | 0.00 | |||
| 0390 | STEEL REINFORCEMENT | 08150 | LB | 363.00 | 363.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| Project | DE04209451308 | Fed/State Project Number | STP BRZ 0103 (324) | Category | 0003 BRIDGE | |||||||
| 0400 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 87.20 | 87.200 | 0.000 | 0.000 | 53.97 | 0.00 | |||
| 0410 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 48,203.50 | 36,152.62 | |||
| 0420 | MASONRY COATING | 02998 | SQYD | 339.10 | 339.100 | 0.000 | 0.000 | 9.97 | 0.00 | |||
| 0430 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 64.24 | 0.00 | |||
| 0440 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 40.80 | 40.800 | 20.800 | 20.000 | 40.800 | 8.31 | 172.84 | 339.04 | |
| 0450 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 911.00 | 911.000 | 0.000 | 0.000 | 29.99 | 0.00 | |||
| 0460 | TEST PILES | 08033 | LF | 226.00 | 226.000 | 226.000 | 226.000 | 96.38 | 21,781.88 | |||
| 0470 | CONCRETE-CLASS A | 08100 | CUYD | 185.00 | 185.000 | 61.200 | 30.600 | 91.800 | 720.56 | 44,098.27 | 66,147.40 | |
| 0480 | CONCRETE-CLASS AA | 08104 | CUYD | 145.10 | 145.100 | 0.000 | 0.000 | 970.38 | 0.00 | |||
| 0490 | STEEL REINFORCEMENT | 08150 | LB | 8,308.00 | 8,308.000 | 4,154.000 | 0.000 | 4,154.000 | 1.19 | 4,943.26 | 4,943.26 | |
| 0500 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 40,518.00 | 40,518.000 | 5,698.000 | 5,698.000 | 1.09 | 6,210.82 | |||
| 0510 | APPROACH SLAB | 08500 | SQYD | 144.40 | 144.400 | 0.000 | 0.000 | 198.65 | 0.00 | |||
| 0520 | PRECAST PC BOX BEAM SB21 | 08669 | LF | 581.20 | 581.200 | 0.000 | 0.000 | 198.25 | 0.00 | |||
| 0530 | RAIL SYSTEM TYPE III | 21532ED | LF | 298.00 | 298.000 | 0.000 | 0.000 | 84.24 | 0.00 | |||
| 0540 | PIPE PILE-18 IN | 23546EC | LF | 1,100.00 | 1,100.000 | 894.750 | 894.750 | 94.93 | 84,938.61 | |||
| Project | DE04209451308 | Fed/State Project Number | STP BRZ 0103 (324) | Category | 0004 DEMOBILIZATION | |||||||
| 0550 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,755.00 | 0.00 | |||
| SUBTOT | $49,214.38 |
$235,889.29 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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