|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/20/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071177 | Estimate Number | 0027 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | HORNE & TRAMEL CONSTRUCTION COMPANY LLC | ADDR SN 0 VC Code VC0000000234 | |||||
| P O BOX 581 | |||||||
| WEST VAN LEAR , KY , 41268 | |||||||
| Pay Period | 06/07/2010 TO 07/19/2013 | ||||||
| Date Approved | 08/20/2013 | ||||||
| Primary Proj Number | DE098019907R2 | ||||||
| Project No. | FD04 098 0199 006-012 | ||||||
| Primary County | PIKE | ||||||
| Name of Road | MCVEIGH TO HUDDY ROAD (KY 199) | ||||||
| Description | RECONSTRUCT CULVERT AT ATKINS BRANCH AND IMPROVE SITE DISTANCE AT RUNYON SCHOOL | ||||||
| Date Let | 11/16/2007 | Formal Acceptance | 03/24/2010 | ||||
| Date Awarded | 10/16/2008 | Date Work Began | 10/30/2008 | ||||
| Date Contract Executed | 10/28/2008 | Open To Traffic | 12/16/2009 | ||||
| Date NTP Issued | 10/28/2008 | Actual Completion Date | 12/16/2009 | ||||
| Current Contract Amount | $1,033,650.12 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $899,665.70 |
Total Earnings | $1,015,214.73 |
$1,011,839.73 |
$3,375.00 |
|
| Percent Complete | 98.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $18,435.39 |
Gross Earnings | $1,015,214.73 |
$1,011,839.73 |
$3,375.00 |
|
| Total Change Orders | $133,984.42 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,015,214.73 |
$1,011,839.73 |
$3,375.00 |
|||
| Contract Id | 071177 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0027 | Project Number | FD04 098 0199 006-012 | |||||||
| Contractor | HORNE & TRAMEL CONSTRUCTION COMPANY LLC | Period | 06/07/2010 TO 07/19/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Barrier wall, traffic control, and bid price changes | Approved | 06/08/2009 | $6,117.73 | 1.0 | |||||
| 002 | Fuel Adjustment Override | Approved | 04/01/2009 | $0.00 | 0.0 | |||||
| 003 | Roadway Excavation and Seeding & Protection | Approved | 08/24/2009 | $134,346.00 | 18.0 | |||||
| 004 | Drop Box Inlet Type 1 | Approved | 01/25/2010 | $-0.01 | 0.0 | |||||
| 005 | Wage and hour deficiency and underrun items | Approved | 05/24/2010 | $-6,479.30 | 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 | 071177 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE098019907R2 | |||||||
| Estimate Nbr | 0027 | Period | 06/07/2010 TO 07/19/2013 | |||||||
| Contractor | HORNE & TRAMEL CONSTRUCTION COMPANY LLC | |||||||||
| Project | DE098019907R2 | Fed/State Project Number | FD04 098 0199 006-012 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 943.00 | 243.000 | 232.300 | 232.300 | 35.40 | 8,223.42 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 476.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 150.00 | 0.000 | 0.000 | 0.000 | 88.10 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,078.00 | 626.000 | 791.850 | 791.850 | 76.20 | 60,338.97 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 183.00 | 183.000 | 283.350 | 283.350 | 88.10 | 24,963.13 | |||
| 0070 | CULVERT PIPE-18 INCH | 00462 | LF | 46.00 | 46.000 | 44.000 | 44.000 | 53.00 | 2,332.00 | |||
| 0080 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0090 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0100 | STANDARD CURB AND GUTTER | 01810 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 32,258.00 | 0.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0130 | WATER | 02242 | MGAL | 70.00 | 70.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 64.20 | 0.00 | |||
| 0150 | REMOVE & RESET GUARDRAIL | 02383 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0170 | TEMPORARY GUARDRAIL | 02397 | LF | 162.50 | 162.500 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0200 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0210 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0220 | CHANNEL LINING CLASS II | 02483 | TON | 26.00 | 0.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0230 | CHANNEL LINING CLASS III | 02484 | TON | 186.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0240 | CLEARING AND GRUBBING 2.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0250 | SIGNS | 02562 | SQFT | 438.00 | 438.000 | 419.000 | 419.000 | 9.00 | 3,771.00 | |||
| 0260 | EDGE KEY | 02585 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,500.00 | 26,500.00 | |||
| 0280 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0290 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 2.00 | 0.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0300 | SAFELOADING | 02690 | CUYD | 4.00 | 0.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0310 | TEMPORARY SILT FENCE | 02701 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0320 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 190.00 | 190.00 | |||
| 0330 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0340 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 60.00 | 60.00 | |||
| 0350 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 60.00 | 60.00 | |||
| 0360 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 480.00 | 480.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0370 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0380 | EROSION CONTROL BLANKET | 05950 | SQYD | 146.00 | 146.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0390 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 10,841.00 | 15,681.000 | 6,555.530 | 6,555.530 | 0.35 | 2,294.43 | |||
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 4,090.00 | 8,930.000 | 4,869.030 | 4,869.030 | 0.30 | 1,460.70 | |||
| 0420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,800.00 | 3,800.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 0430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,800.00 | 3,800.000 | 4,454.000 | 4,454.000 | 0.60 | 2,672.40 | |||
| 0440 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0460 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0470 | PNEUMATIC BACKSTOWING | 20667ED | TON | 300.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0480 | DRAIN PIPES FOR UNDERGROUND CAVITIES | 22628ED | LF | 400.00 | 400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8000 | FUEL ADJUSTMENT - | 10020NS | DOLL | 0.00 | 0.001 | -9,478.050 | -9,478.050 | 1.00 | -9,478.05 | |||
| 8001 | CHANNEL LINING CLASS II REV | 02483 | TON | 0.00 | 26.000 | 24.610 | 24.610 | 34.52 | 849.53 | |||
| 8002 | CHANNEL LINING CLASS III REV | 02484 | TON | 0.00 | 186.000 | 180.390 | 180.390 | 36.52 | 6,587.84 | |||
| 8003 | SAFELOADING REV | 02690 | CUYD | 0.00 | 4.000 | 0.000 | 0.000 | 279.60 | 0.00 | |||
| 8004 | PNEUMATIC BACKSTOWING REV | 20667ED | TON | 0.00 | 300.000 | 0.000 | 0.000 | 2.52 | 0.00 | |||
| 8007 | ROADWAY EXCAVATION REV | 02200 | CUYD | 0.00 | 40,258.000 | 40,306.000 | 40,306.000 | 16.40 | 661,018.40 | |||
| 8008 | CONCRETE BARRIER WALL TYPE 9T DEPARTMENT FURNISHED | 03171 | LF | 0.00 | 300.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8009 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 340.000 | 660.000 | 660.000 | 28.00 | 18,480.00 | |||
| 8010 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 4,978.16 | 14,934.48 | |||
| 8011 | ASPH PAVE MILLING & TEXTURING REV | 02677 | TON | 0.00 | 742.812 | 466.960 | 466.960 | 25.60 | 11,954.17 | |||
| 8012 | DROP BOX INLET TYPE 1 | 01490 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8013 | EW~ Wage & Hour Reimbursement | 10098NX | DOLL | 0.00 | 6,735.700 | 6,735.700 | 6,735.700 | 1.00 | 6,735.70 | |||
| Project | DE098019907R2 | Fed/State Project Number | FD04 098 0199 006-012 | Category | 0002 DEMOBILIZATION | |||||||
| 0490 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 13,500.00 | 3,375.00 | 13,500.00 | |
| Project | DE098019907R2 | Fed/State Project Number | FD04 098 0199 006-012 | Category | 0003 BRIDGE | |||||||
| 0500 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 450.00 | 4,500.00 | |||
| 0510 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0520 | CONCRETE-CLASS A | 08100 | CUYD | 38.90 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0530 | STEEL REINFORCEMENT | 08150 | LB | 3,441.00 | 0.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 8005 | CONCRETE-CLASS A REV | 08100 | CUYD | 0.00 | 38.900 | 38.900 | 38.900 | 754.60 | 29,353.94 | |||
| 8006 | STEEL REINFORCEMENT REV | 08150 | LB | 0.00 | 3,441.000 | 3,441.000 | 3,441.000 | 1.82 | 6,262.62 | |||
| SUBTOT | $3,375.00 |
$1,015,214.71 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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