|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/20/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061042 | Estimate Number | 0028 | Estimate Type FINAL | |||
| District Office | COVINGTON (06360) Moore, Craig A. | ||||||
| Contractor | D L BRAUGHLER COMPANY INC | ADDR SN 0 VC Code VC0000091831 | |||||
| 2751 KY HWY 519 | |||||||
| MOREHEAD , KY , 40351 | |||||||
| Pay Period | 03/20/2009 TO 10/06/2016 | ||||||
| Date Approved | 03/07/2017 | ||||||
| Primary Proj Number | DE01204350642 | ||||||
| Project No. | BRZ 0603(198) | ||||||
| Primary County | BRACKEN | ||||||
| Name of Road | MINERVA-AUGUSTA ROAD (KY 435) | ||||||
| Description | Replace Bridge and Approaches at Big Bracken Creek 2.7 Mile Southeast of (KY 8) | ||||||
| Date Let | 08/25/2006 | Formal Acceptance | 09/16/2008 | ||||
| Date Awarded | 09/12/2006 | Date Work Began | 11/22/2006 | ||||
| Date Contract Executed | 10/16/2006 | Open To Traffic | 03/31/2008 | ||||
| Date NTP Issued | 10/16/2006 | Actual Completion Date | 03/31/2008 | ||||
| Current Contract Amount | $1,273,948.25 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,197,215.36 |
Total Earnings | $1,267,231.61 |
$1,262,808.40 |
$4,423.21 |
|
| Percent Complete | 99.16 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $10,716.64 |
Gross Earnings | $1,267,231.61 |
$1,262,808.40 |
$4,423.21 |
|
| Total Change Orders | $76,732.89 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,263,231.61 |
$1,258,808.40 |
$4,423.21 |
|||
| Contract Id | 061042 | Change Order Summary |
County | BRACKEN | ||||||
| Estimate Nbr | 0028 | Project Number | BRZ 0603(198) | |||||||
| Contractor | D L BRAUGHLER COMPANY INC | Period | 03/20/2009 TO 10/06/2016 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Structure Excavation-Common | Approved | 02/21/2008 | $9,951.92 | 4.0 | |||||
| 002 | Paint Sample Delay/Structure Excavation-Common Overrun | Approved | 08/04/2008 | $41,818.47 | 17.0 | |||||
| 003 | Surfacing Quantities & Solid Rock Excavation | Approved | 11/18/2008 | $24,962.50 | 8.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0020 |
$-12,400.00 |
| LIQUIDATED DAMAGES | 0024 |
$7,400.00 |
| LIQUIDATED DAMAGES | 0027 |
$1,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 061042 | COMMONWEALTH OF KENTUCKY |
County | BRACKEN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE01204350642 | |||||||
| Estimate Nbr | 0028 | Period | 03/20/2009 TO 10/06/2016 | |||||||
| Contractor | D L BRAUGHLER COMPANY INC | |||||||||
| Project | DE01204350642 | Fed/State Project Number | BRZ 0603(198) | 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 | 421.00 | 751.000 | 703.310 | 703.310 | 27.00 | 18,989.37 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 35.00 | 35.000 | 53.460 | 53.460 | 17.00 | 908.82 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.25 | 0.250 | 0.250 | 0.250 | 500.00 | 125.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 542.00 | 742.000 | 734.430 | 734.430 | 66.00 | 48,472.38 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 105.00 | 130.000 | 129.620 | 129.620 | 75.00 | 9,721.50 | |||
| 0080 | CULVERT PIPE-18 INCH | 00462 | LF | 37.00 | 37.000 | 40.000 | 40.000 | 47.00 | 1,880.00 | |||
| 0090 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0100 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 26.50 | 2,650.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 20.00 | 160.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | -4.000 | 6.000 | 2.000 | 150.00 | -600.00 | 300.00 | |
| 0130 | TEMPORARY DITCH | 02159 | LF | 955.00 | 955.000 | 705.000 | 705.000 | 3.50 | 2,467.50 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 2,719.00 | 3,379.000 | 3,379.000 | 3,379.000 | 12.90 | 43,589.10 | |||
| 0150 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 300.00 | 300.000 | 307.500 | 307.500 | 20.00 | 6,150.00 | |||
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 70.00 | 140.00 | |||
| 0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | |||
| 0200 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 75.00 | 525.00 | |||
| 0210 | CHANNEL LINING CLASS II | 02483 | TON | 12.60 | 12.600 | 56.010 | 56.010 | 22.00 | 1,232.22 | |||
| 0220 | CHANNEL LINING CLASS II | 02483 | TON | 27.00 | 27.000 | 61.360 | 61.360 | 22.00 | 1,349.92 | |||
| 0230 | CLEARING AND GRUBBING .63 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0240 | SIGNS | 02562 | SQFT | 154.20 | 154.200 | -112.000 | 266.200 | 154.200 | 11.00 | -1,232.00 | 1,696.20 | |
| 0250 | EDGE KEY | 02585 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0260 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 96.00 | 834.900 | 738.900 | 738.900 | 1.50 | 1,108.35 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0280 | SCARIFYING PAVEMENT | 02678 | SQYD | 41.00 | 41.000 | 41.000 | 41.000 | 5.00 | 205.00 | |||
| 0290 | TEMPORARY SILT FENCE | 02701 | LF | 955.00 | 955.000 | 929.000 | 929.000 | 1.65 | 1,532.85 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 165.00 | 330.00 | |||
| 0310 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 190.00 | 570.00 | |||
| 0320 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0340 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,910.00 | 1,910.000 | 370.000 | 370.000 | 0.70 | 259.00 | |||
| 0350 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0360 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0370 | EROSION CONTROL BLANKET | 05950 | SQYD | 161.00 | 161.000 | 300.000 | 300.000 | 5.00 | 1,500.00 | |||
| 0380 | TEMPORARY MULCH | 05952 | SQYD | 2,539.00 | 2,539.000 | 4,077.778 | 4,077.778 | 0.20 | 815.55 | |||
| 0390 | TOPDRESSING FERTILIZER | 05966 | TON | 0.25 | 0.250 | 0.250 | 0.250 | 500.00 | 125.00 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 5,298.00 | 5,298.000 | 6,881.945 | 6,881.945 | 0.75 | 5,161.45 | |||
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,539.00 | 2,539.000 | 1,425.000 | 1,425.000 | 0.40 | 570.00 | |||
| 0420 | CONCRETE-CLASS A | 08100 | CUYD | 1.60 | 1.600 | 0.970 | 0.970 | 899.00 | 872.03 | |||
| 0430 | STEEL REINFORCEMENT | 08150 | LB | 92.50 | 92.500 | 460.000 | 460.000 | 1.75 | 805.00 | |||
| 0440 | SILT TRAP TYPE C | 20496NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0460 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0470 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 25.00 | 25.000 | 24.660 | 24.660 | 3.50 | 86.31 | |||
| 8001 | SIGNS | 02562 | SQFT | 0.00 | 112.000 | 112.000 | 0.000 | 112.000 | 11.00 | 1,232.00 | 1,232.00 | |
| 8002 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 150.00 | 600.00 | 600.00 | |
| 8003 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 200.000 | 234.520 | 234.520 | 22.00 | 5,159.44 | |||
| 8004 | ENTRANCE PIPE-18 INCH | 00441 | LF | 0.00 | 20.000 | 20.000 | 20.000 | 43.04 | 860.80 | |||
| Project | DE01204350642 | Fed/State Project Number | BRZ 0603(198) | Category | 0002 BRIDGE | |||||||
| 0480 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 78.90 | 78.900 | 78.900 | 78.900 | 62.00 | 4,891.80 | |||
| 0490 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 562.00 | 882.000 | 900.671 | 900.671 | 57.50 | 51,788.58 | |||
| 0500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 432.00 | 512.000 | 495.620 | 495.620 | 57.50 | 28,498.15 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 575.70 | 575.700 | 575.700 | 575.700 | 395.00 | 227,401.50 | |||
| 0520 | CONCRETE-CLASS AA | 08104 | CUYD | 169.70 | 169.700 | 169.700 | 169.700 | 535.00 | 90,789.50 | |||
| 0530 | STEEL REINFORCEMENT | 08150 | LB | 40,845.00 | 40,845.000 | 40,845.000 | 40,845.000 | 0.91 | 37,168.95 | |||
| 0540 | STEEL REINF-EPOXY COATED | 08151 | LB | 23,295.00 | 23,295.000 | 24,207.600 | 24,207.600 | 0.93 | 22,513.06 | |||
| 0550 | STRUCTURAL STEEL 234000 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 519,500.00 | 519,500.00 | |||
| 0560 | SHEAR CONNECTORS 1137 LBS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0570 | CONCRETE FORM LINER | 21119ED | SQYD | 322.00 | 322.000 | 227.229 | 227.229 | 30.00 | 6,816.87 | |||
| 0580 | RAIL SYSTEM TYPE III | 21532ED | LF | 267.20 | 267.200 | 267.200 | 267.200 | 80.00 | 21,376.00 | |||
| 8000 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 141.216 | 141.216 | 141.216 | 57.50 | 8,119.92 | |||
| 8005 | MASONRY COATING | 02998 | SQYD | 0.00 | 214.000 | 214.000 | 214.000 | 7.63 | 1,632.82 | |||
| 8006 | ONE STEP MEMBRANE | 03250 | SQYD | 0.00 | 14.200 | 35.560 | 35.560 | 63.38 | 2,253.79 | |||
| Project | DE01204350642 | Fed/State Project Number | BRZ 0603(198) | Category | 0003 DEMOBILIZATION | |||||||
| 0590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 17,692.83 | 4,423.20 | 17,692.83 | |
| Project | DE01204350642 | Fed/State Project Number | BRZ 0603(198) | Category | 0004 TRAINEES | |||||||
| 0600 | TRAINEE PAYMENT REIMBURSEMENT 1 IRONWORKER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 138.000 | 138.000 | 1.00 | 138.00 | |||
| SUBTOT | $4,423.20 |
$1,267,231.58 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||