Report_Id: 141027 Est NO 0008 |
Date:11/09/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 141027 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
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 | 11/28/2014 TO 07/31/2015 | ||||||
Date Approved | 10/05/2015 | ||||||
Primary Proj Number | DE01815361427 | ||||||
Project No. | BRZ 0103 (331) | ||||||
Primary County | CALLOWAY | ||||||
Name of Road | OUTLAND SCHOOL ROAD(KY-1536) | ||||||
Description | OUTLAND SCHOOL ROAD(KY-1536) | ||||||
Date Let | 05/30/2014 | Formal Acceptance | 07/10/2015 | ||||
Date Awarded | 06/11/2014 | Date Work Began | 08/25/2014 | ||||
Date Contract Executed | 07/28/2014 | Open To Traffic | 12/19/2014 | ||||
Date NTP Issued | 07/28/2014 | Actual Completion Date | 12/19/2014 | ||||
Current Contract Amount | $625,590.04 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $564,752.04 |
Total Earnings | $609,974.75 |
$553,545.28 |
$56,429.47 |
|
Percent Complete | 97.50 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $15,615.29 |
Gross Earnings | $609,974.75 |
$553,545.28 |
$56,429.47 |
|
Total Change Orders | $60,838.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $609,974.75 |
$553,545.28 |
$56,429.47 |
|||
Contract Id | 141027 | Change Order Summary |
County | CALLOWAY | ||||||
Estimate Nbr | 0008 | Project Number | BRZ 0103 (331) | |||||||
Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 11/28/2014 TO 07/31/2015 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Embankment In Place due to Plan Error & C II Channel Lining | Approved | 09/10/2015 | $60,838.00 | 5.0 | |||||
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 | 141027 | COMMONWEALTH OF KENTUCKY |
County | CALLOWAY | ||||||
Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE01815361427 | ||||||
Estimate Nbr | 0008 | Period | 11/28/2014 TO 07/31/2015 | |||||||
Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
Project | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | 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 | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | Category | 0001 PAVING | |||||||
0010 | DGA BASE 4" DGA | 00001 | TON | 647.00 | 647.000 | 1,069.050 | 1,069.050 | 28.74 | 30,724.49 | |||
0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.40 | 6.400 | 7.670 | 0.000 | 7.670 | 150.00 | 1,150.50 | 1,150.50 | |
0030 | ASPHALT SEAL COAT | 00103 | TON | 0.80 | 0.800 | 1.010 | 0.000 | 1.010 | 1,000.00 | 1,010.00 | 1,010.00 | |
0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,021.00 | 1,021.000 | 985.500 | 985.500 | 78.50 | 77,361.75 | |||
0050 | CL2 ASPH SURF 0.38A PG64-22 | 24685EC | TON | 212.00 | 212.000 | 263.530 | 263.530 | 105.00 | 27,670.65 | |||
Project | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | Category | 0002 ROADWAY | |||||||
0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 365.33 | 1,461.32 | |||
0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,835.00 | 5,435.000 | 5,055.000 | 5,055.000 | 20.00 | 101,100.00 | |||
0080 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
0090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 575.00 | 575.000 | 575.000 | 0.000 | 575.000 | 13.90 | 7,992.50 | 7,992.50 | |
0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 50.00 | 100.00 | 100.00 | |
0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 2,250.00 | 9,000.00 | 9,000.00 | |
0120 | REMOVE GUARDRAIL | 02381 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 3.00 | 1,200.00 | |||
0130 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,800.00 | 3,600.00 | 3,600.00 | |
0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 9.000 | 0.000 | 9.000 | 125.00 | 1,125.00 | 1,125.00 | |
0150 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 9.000 | 0.000 | 9.000 | 125.00 | 1,125.00 | 1,125.00 | |
0160 | CHANNEL LINING CLASS II | 02483 | TON | 285.00 | 585.000 | 864.500 | 281.130 | 1,145.630 | 29.46 | 25,468.17 | 33,750.25 | |
0170 | CHANNEL LINING CLASS III | 02484 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 29.26 | 0.00 | |||
0180 | CLEARING AND GRUBBING 1.0 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
0190 | TEMPORARY SIGNS | 02562 | SQFT | 141.00 | 141.000 | 0.000 | 0.000 | 17.53 | 0.00 | |||
0200 | EDGE KEY | 02585 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 40.00 | 2,320.00 | |||
0210 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 76.00 | 76.000 | 0.000 | 0.000 | 3.04 | 0.00 | |||
0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
0230 | TEMP SILT FENCE | 02701 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0240 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0250 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0260 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0290 | CLEAN SILT TRAP TYPE C ADDED: 5-22-14 | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0300 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
0320 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 34,600.00 | 34,600.00 | |||
0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 743.00 | 743.000 | 2,600.000 | 0.000 | 2,600.000 | 1.65 | 4,290.00 | 4,290.00 | |
0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,290.00 | 1,290.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0350 | INITIAL FERTILIZER | 05963 | TON | 0.16 | 0.160 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0360 | 20-10-10 FERTILIZER | 05964 | TON | 0.16 | 0.160 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0370 | SEEDING AND PROTECTION | 05985 | SQYD | 2,587.00 | 2,587.000 | 2,587.000 | 0.000 | 2,587.000 | 0.50 | 1,293.50 | 1,293.50 | |
0380 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0390 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,600.00 | 1,600.000 | 687.000 | 0.000 | 687.000 | 0.40 | 274.80 | 274.80 | |
Project | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | Category | 0003 DRAINAGE | |||||||
0400 | ENTRANCE PIPE-18 IN | 00441 | LF | 54.00 | 54.000 | 74.000 | 74.000 | 30.00 | 2,220.00 | |||
0410 | CULVERT PIPE-18 IN | 00462 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 48.62 | 2,625.48 | |||
Project | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | Category | 0004 BRIDGE | |||||||
0420 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 86.00 | 86.000 | 0.000 | 0.000 | 71.36 | 0.00 | |||
0430 | MASONRY COATING | 02998 | SQYD | 144.00 | 144.000 | 144.000 | 144.000 | 8.43 | 1,213.92 | |||
0440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 64.45 | 3,609.20 | |||
0450 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
0460 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 404.00 | 404.000 | 163.210 | 163.210 | 30.53 | 4,982.80 | |||
0470 | TEST PILES | 08033 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 75.49 | 10,115.66 | |||
0480 | PILES-STEEL HP12X53 | 08046 | LF | 496.00 | 496.000 | 333.250 | 333.250 | 58.02 | 19,335.16 | |||
0490 | CONCRETE-CLASS A | 08100 | CUYD | 27.20 | 27.200 | 30.000 | 30.000 | 735.00 | 22,050.00 | |||
0500 | CONCRETE-CLASS AA | 08104 | CUYD | 72.90 | 72.900 | 77.000 | 77.000 | 950.00 | 73,150.00 | |||
0510 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 17,106.00 | 17,106.000 | 17,132.000 | 17,132.000 | 1.27 | 21,757.64 | |||
0520 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 262.00 | 262.000 | 262.000 | 262.000 | 250.00 | 65,500.00 | |||
0530 | RAIL SYSTEM TYPE III | 21532ED | LF | 134.00 | 134.000 | 134.000 | 134.000 | 117.65 | 15,765.10 | |||
Project | DE01815361427 | Fed/State Project Number | BRZ 0103 (331) | Category | 0019 DEMOBILIZATION | |||||||
0540 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,347.00 | 0.00 | |||
SUBTOT | $56,429.47 |
$609,974.74 |
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LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |