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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:01/08/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111309 | Estimate Number | 0028 | Estimate Type FINAL | |||
| District Office | JACKSON (10340) Skaggs, Aric L. P.E. | ||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | ADDR SN 0 VC Code VC0000091287 | |||||
| PO BOX 11638 | |||||||
| 1051 RED MILE RD STE 1A | |||||||
| LEXINGTON , KY , 40576-1638 | |||||||
| Pay Period | 09/20/2013 TO 12/16/2013 | ||||||
| Date Approved | 01/08/2014 | ||||||
| Primary Proj Number | DE09713391109 | ||||||
| Project No. | JL03 097 1339 002-003 | ||||||
| Primary County | PERRY | ||||||
| Name of Road | MEADOW BRANCH ROAD (CR 1339) | ||||||
| Description | CONSTRUCT A LOW WATER BRIDGE AT DUNRAVEN OVER THE NORTH FORK OF THE KENTUCKY RIVER | ||||||
| Date Let | 03/18/2011 | Formal Acceptance | 06/07/2013 | ||||
| Date Awarded | 03/28/2011 | Date Work Began | 05/18/2011 | ||||
| Date Contract Executed | 04/19/2011 | Open To Traffic | 06/13/2012 | ||||
| Date NTP Issued | 04/19/2011 | Actual Completion Date | 06/13/2012 | ||||
| Current Contract Amount | $1,259,639.72 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,229,280.10 |
Total Earnings | $1,187,481.08 |
$1,182,939.40 |
$4,541.68 |
|
| Percent Complete | 94.27 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $72,158.64 |
Gross Earnings | $1,187,481.08 |
$1,182,939.40 |
$4,541.68 |
|
| Total Change Orders | $30,359.62 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,187,481.08 |
$1,182,939.40 |
$4,541.68 |
|||
| Contract Id | 111309 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0028 | Project Number | JL03 097 1339 002-003 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | Period | 09/20/2013 TO 12/16/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Embankment & Solid Rock Excavation (Structures) | Approved | 06/19/2012 | $30,359.62 | 30.0 | |||||
| 002 | Liquidated Damages Override | Approved | 07/26/2012 | $0.00 | 0.0 | |||||
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 | 111309 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09713391109 | |||||||
| Estimate Nbr | 0028 | Period | 09/20/2013 TO 12/16/2013 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | |||||||||
| Project | DE09713391109 | Fed/State Project Number | JL03 097 1339 002-003 | Category | 0001 PAVING | |||||||
| 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 | |
| 1001 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 172.00 | 172.000 | 293.740 | 293.740 | 108.00 | 31,723.92 | |||
| 1002 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 1,375.00 | 1,375.000 | 751.840 | 751.840 | 98.00 | 73,680.32 | |||
| 1003 | DGA BASE | 00001 | TON | 619.00 | 619.000 | 388.680 | 388.680 | 32.00 | 12,437.76 | |||
| 1004 | TRAFFIC BOUND BASE | 00020 | TON | 160.00 | 160.000 | 288.940 | 288.940 | 33.00 | 9,535.02 | |||
| 1005 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 183.00 | 183.000 | 206.250 | 206.250 | 38.50 | 7,940.62 | |||
| Project | DE09713391109 | Fed/State Project Number | JL03 097 1339 002-003 | Category | 0002 ROADWAY | |||||||
| 2001 | ROADWAY EXCAVATION | 02200 | CUYD | 5,748.00 | 5,748.000 | 5,748.000 | 5,748.000 | 19.00 | 109,212.00 | |||
| 2002 | CLEARING AND GRUBBING (1.5 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 2003 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 2004 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 437.50 | 437.500 | 437.500 | 437.500 | 20.00 | 8,750.00 | |||
| 2005 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 45.00 | 4,500.00 | |||
| 2006 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 2007 | CHANNEL LINING CLASS II | 02483 | TON | 559.00 | 559.000 | 102.880 | 102.880 | 34.00 | 3,497.92 | |||
| 2008 | CHANNEL LINING CLASS III | 02484 | TON | 233.00 | 233.000 | 467.470 | 467.470 | 34.50 | 16,127.71 | |||
| 2009 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,210.00 | 7,210.00 | |||
| 2010 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 2011 | SIGNS | 02562 | SQFT | 55.00 | 55.000 | 45.000 | 45.000 | 19.50 | 877.50 | |||
| 2012 | SEEDING AND PROTECTION | 05985 | SQYD | 2,512.00 | 2,512.000 | 5,621.000 | 5,621.000 | 0.80 | 4,496.80 | |||
| 2013 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 2014 | TEMP SILT FENCE | 02701 | LF | 875.00 | 875.000 | 258.000 | 258.000 | 2.50 | 645.00 | |||
| 2015 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,625.00 | 2,625.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 2016 | TEMP MULCH | 05952 | SQYD | 2,512.00 | 2,512.000 | 1,000.000 | 1,000.000 | 0.15 | 150.00 | |||
| 2017 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 2018 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 2019 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 217.50 | 435.00 | |||
| 2020 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 4.000 | 4.000 | 26.00 | 104.00 | |||
| 2021 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,512.00 | 2,512.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 2022 | TOPDRESSING FERTILIZER | 05966 | TON | 0.13 | 0.130 | 0.130 | 0.130 | 900.00 | 117.00 | |||
| 2023 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 2024 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 156.00 | 312.00 | |||
| 2025 | CHANNEL LINING CLASS IV | 02488 | CUYD | 406.00 | 406.000 | 406.000 | 406.000 | 43.00 | 17,458.00 | |||
| 2027 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 623.00 | 623.000 | 697.830 | 697.830 | 38.50 | 26,866.45 | |||
| 2028 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,500.00 | 2,500.000 | 2,010.330 | 2,010.330 | 2.00 | 4,020.66 | |||
| 2029 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 8.00 | 152.00 | |||
| 2030 | GRANULAR PILE CORE | 20209EP69 | CUYD | 220.00 | 220.000 | 220.000 | 220.000 | 54.00 | 11,880.00 | |||
| 2031 | EDGE KEY | 02585 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 85.00 | 3,910.00 | |||
| 8000 | EMBANKMENT IN PLACE | 02230 | CUYD | 0.00 | 3,425.000 | 3,425.000 | 3,425.000 | 8.50 | 29,112.50 | |||
| 8001 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -21,600.000 | -21,600.000 | 1.00 | -21,600.00 | |||
| Project | DE09713391109 | Fed/State Project Number | JL03 097 1339 002-003 | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 170.00 | 170.000 | 171.190 | 171.190 | 623.00 | 106,651.37 | |||
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 205.00 | 205.000 | 223.710 | 223.710 | 638.00 | 142,726.98 | |||
| 4003 | STEEL REINFORCEMENT | 08150 | LB | 28,183.00 | 28,183.000 | 28,183.000 | 28,183.000 | 1.15 | 32,410.45 | |||
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 49,419.00 | 49,419.000 | 49,419.000 | 49,419.000 | 1.10 | 54,360.90 | |||
| 4005 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 829.30 | 829.300 | 829.300 | 829.300 | 301.00 | 249,619.30 | |||
| 4006 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 194.00 | 194.000 | 194.000 | 194.000 | 41.00 | 7,954.00 | |||
| 4007 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 38.00 | 47.170 | 56.340 | 56.340 | 136.00 | 7,662.24 | |||
| 4008 | PILES-STEEL HP12X53 | 08046 | LF | 176.00 | 176.000 | 175.750 | 175.750 | 65.00 | 11,423.75 | |||
| 4009 | TEST PILES | 08033 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 70.00 | 4,830.00 | |||
| 4010 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 4011 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 106.00 | 106.000 | 106.000 | 106.000 | 55.00 | 5,830.00 | |||
| 4012 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,740.00 | 1,740.000 | 1,612.600 | 1,612.600 | 37.00 | 59,666.20 | |||
| 4013 | MASONRY COATING | 02998 | SQYD | 242.00 | 242.000 | 370.940 | 370.940 | 8.50 | 3,152.99 | |||
| 4014 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 73.00 | 4,088.00 | |||
| 4015 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 414.00 | 414.000 | 414.000 | 414.000 | 149.00 | 61,686.00 | |||
| Project | DE09713391109 | Fed/State Project Number | JL03 097 1339 002-003 | Category | 0009 DEMOBILIZATION | |||||||
| 0009 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 18,166.70 | 4,541.67 | 18,166.70 | |
| SUBTOT | $4,541.67 |
$1,187,481.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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