|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071202 | Estimate Number | 0038 | Estimate Type FINAL | |||
| District Office | COVINGTON (06360) Platt, Michael C. | ||||||
| Contractor | D L BRAUGHLER COMPANY INC | ADDR SN 0 VC Code VC0000091831 | |||||
| 2751 KY HWY 519 | |||||||
| MOREHEAD , KY , 40351 | |||||||
| Pay Period | 11/29/2012 TO 04/29/2013 | ||||||
| Date Approved | 05/14/2013 | ||||||
| Primary Proj Number | DE04950620702 | ||||||
| Project No. | BRZ 0603 (196) | ||||||
| Primary County | HARRISON | ||||||
| Name of Road | ROBINSON-RENAKER ROAD (CR 5062) | ||||||
| Description | BRIDGE AND APPROACHES AT SOUTH FORK OF LICKING RIVER | ||||||
| Date Let | 01/19/2007 | Formal Acceptance | 06/02/2009 | ||||
| Date Awarded | 02/09/2007 | Date Work Began | 04/25/2007 | ||||
| Date Contract Executed | 04/02/2007 | Open To Traffic | 10/01/2008 | ||||
| Date NTP Issued | 04/02/2007 | Actual Completion Date | 10/01/2008 | ||||
| Current Contract Amount | $2,559,771.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,456,311.54 |
Total Earnings | $2,506,436.73 |
$2,497,361.69 |
$9,075.04 |
|
| Percent Complete | 97.94 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $52,771.21 |
Gross Earnings | $2,506,436.73 |
$2,497,361.69 |
$9,075.04 |
|
| Total Change Orders | $103,460.02 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,507,000.35 |
$2,497,925.31 |
$9,075.04 |
|||
| Contract Id | 071202 | Change Order Summary |
County | HARRISON | ||||||
| Estimate Nbr | 0038 | Project Number | BRZ 0603 (196) | |||||||
| Contractor | D L BRAUGHLER COMPANY INC | Period | 11/29/2012 TO 04/29/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Embankment in Place/Epoxy Coated Steel | Approved | 08/04/2008 | $26,302.85 | 2.0 | |||||
| 002 | Fuel and Asphalt Adjustment/Guardrail End Treatment Type 1 | Approved | 03/18/2009 | $77,157.17 | 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 |
||
| DE04950620702 | 0150 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0019 | 563.62 |
$1.00 |
$563.62 |
||
| Contract Id | 071202 | COMMONWEALTH OF KENTUCKY |
County | HARRISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04950620702 | |||||||
| Estimate Nbr | 0038 | Period | 11/29/2012 TO 04/29/2013 | |||||||
| Contractor | D L BRAUGHLER COMPANY INC | |||||||||
| Project | DE04950620702 | Fed/State Project Number | BRZ 0603 (196) | 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 | 8,031.00 | 8,031.000 | 7,708.030 | 7,708.030 | 22.50 | 173,430.67 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,718.00 | 2,718.000 | 2,500.560 | 2,500.560 | 74.00 | 185,041.44 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 640.00 | 640.000 | 643.020 | 643.020 | 80.00 | 51,441.60 | |||
| 0060 | ENTRANCE PIPE-15 INCH | 00440 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 37.50 | 1,200.00 | |||
| 0070 | CULVERT PIPE-15 INCH | 00461 | LF | 243.00 | 243.000 | 243.000 | 243.000 | 42.50 | 10,327.50 | |||
| 0080 | CULVERT PIPE-18 INCH | 00462 | LF | 464.00 | 536.000 | 536.000 | 536.000 | 47.00 | 25,192.00 | |||
| 0090 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 375.00 | 750.00 | |||
| 0100 | METAL END SECTION TY 2-15 INCH | 01380 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 425.00 | 850.00 | |||
| 0110 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,100.00 | 3,300.00 | |||
| 0120 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0130 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 12.00 | 12.000 | 62.000 | 62.000 | 65.00 | 4,030.00 | |||
| 0140 | TEMPORARY DITCH | 02159 | LF | 3,270.00 | 3,270.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0150 | EMBANKMENT IN PLACE | 02230 | CUYD | 33,217.00 | 35,739.000 | 35,841.660 | 35,841.660 | 7.93 | 284,224.36 | |||
| 0160 | WATER | 02242 | MGAL | 310.00 | 310.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,212.00 | 1,212.000 | 1,838.750 | 1,838.750 | 15.80 | 29,052.25 | |||
| 0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 1,850.00 | 9,250.00 | |||
| 0210 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 75.00 | 3,150.00 | |||
| 0220 | CHANNEL LINING CLASS II | 02483 | TON | 1,041.00 | 1,041.000 | 721.890 | 721.890 | 24.50 | 17,686.30 | |||
| 0230 | CLEARING AND GRUBBING 9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0240 | SIGNS | 02562 | SQFT | 272.00 | 272.000 | 208.000 | 208.000 | 8.00 | 1,664.00 | |||
| 0250 | EDGE KEY | 02585 | LF | 65.50 | 65.500 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0260 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,035.00 | 1,035.000 | 1,857.060 | 1,857.060 | 1.50 | 2,785.59 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,420.00 | 1,420.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0280 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 0290 | TEMPORARY SILT FENCE | 02701 | LF | 3,270.00 | 3,270.000 | 2,084.000 | 2,084.000 | 1.80 | 3,751.20 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0310 | SILT TRAP TYPE B | 02704 | EACH | 13.00 | 13.000 | 22.000 | 22.000 | 125.00 | 2,750.00 | |||
| 0320 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 39.00 | 39.000 | 2.000 | 2.000 | 45.00 | 90.00 | |||
| 0330 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 39.00 | 39.000 | 27.000 | 27.000 | 25.00 | 675.00 | |||
| 0340 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,270.00 | 3,270.000 | 168.000 | 168.000 | 0.65 | 109.20 | |||
| 0350 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0360 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 72,500.00 | 72,500.00 | |||
| 0370 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,479.00 | 3,479.000 | 1,977.770 | 1,977.770 | 1.20 | 2,373.32 | |||
| 0380 | TEMPORARY MULCH | 05952 | SQYD | 43,600.00 | 43,600.000 | 5,391.640 | 5,391.640 | 0.15 | 808.74 | |||
| 0390 | TOPDRESSING FERTILIZER | 05966 | TON | 2.00 | 2.000 | 0.925 | 0.925 | 500.00 | 462.50 | |||
| 0400 | SEEDING AND PROTECTION | 05985 | SQYD | 35,640.00 | 35,640.000 | 32,350.010 | 32,350.010 | 0.32 | 10,352.00 | |||
| 0410 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 9,316.00 | 9,316.000 | 12,286.670 | 12,286.670 | 0.24 | 2,948.80 | |||
| 0420 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,500.00 | 6,500.000 | 5,750.000 | 5,750.000 | 0.45 | 2,587.50 | |||
| 0430 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 500.00 | 0.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0440 | CONCRETE-CLASS A | 08100 | CUYD | 7.86 | 7.860 | 7.860 | 7.860 | 710.00 | 5,580.60 | |||
| 0450 | STEEL REINFORCEMENT | 08150 | LB | 64.00 | 64.000 | 64.000 | 64.000 | 2.00 | 128.00 | |||
| 0460 | SILT TRAP TYPE C | 20496NS843 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0470 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0480 | SAWCUT PAVEMENT | 20550ND | LF | 56.00 | 56.000 | 44.000 | 44.000 | 3.15 | 138.60 | |||
| 0490 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0500 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 700.00 | 700.000 | 233.780 | 233.780 | 2.00 | 467.56 | |||
| 8001 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 700.000 | 1,094.410 | 1,094.410 | 17.75 | 19,425.77 | |||
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 43,263.800 | 43,253.260 | 43,253.260 | 1.00 | 43,253.26 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 30,449.160 | 29,909.230 | 29,909.230 | 1.00 | 29,909.23 | |||
| 8004 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,804.76 | 2,804.76 | |||
| 8005 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 52.92 | 105.84 | |||
| 8006 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 1,233.610 | 1,233.610 | 1,233.610 | 1.00 | 1,233.61 | |||
| Project | DE04950620702 | Fed/State Project Number | BRZ 0603 (196) | Category | 0002 BRIDGE | |||||||
| 0510 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 44.80 | 44.800 | 44.800 | 44.800 | 30.00 | 1,344.00 | |||
| 0520 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 863.70 | 863.700 | 1,224.390 | 1,224.390 | 1.50 | 1,836.58 | |||
| 0530 | MASONRY COATING | 02998 | SQYD | 2,692.00 | 2,692.000 | 2,692.000 | 2,692.000 | 7.00 | 18,844.00 | |||
| 0540 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 45.00 | 2,340.00 | |||
| 0550 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 113.20 | 113.200 | 106.450 | 106.450 | 65.00 | 6,919.25 | |||
| 0560 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 127,000.00 | 127,000.00 | |||
| 0570 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 486.30 | 0.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0580 | TEST PILES | 08033 | LF | 68.50 | 68.500 | 65.200 | 65.200 | 47.00 | 3,064.40 | |||
| 0590 | PILES-STEEL HP12X53 | 08046 | LF | 312.50 | 312.500 | 301.610 | 301.610 | 47.00 | 14,175.67 | |||
| 0600 | PILE POINTS-12 INCH | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 90.00 | 1,080.00 | |||
| 0610 | CONCRETE-CLASS A | 08100 | CUYD | 331.00 | 331.000 | 331.000 | 331.000 | 395.00 | 130,745.00 | |||
| 0620 | CONCRETE-CLASS AA | 08104 | CUYD | 593.50 | 593.500 | 593.500 | 593.500 | 580.00 | 344,230.00 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 52,810.00 | 52,810.000 | 52,810.000 | 52,810.000 | 0.98 | 51,753.80 | |||
| 0640 | STEEL REINF-EPOXY COATED | 08151 | LB | 158,973.00 | 168,493.000 | 168,493.000 | 168,493.000 | 0.99 | 166,808.07 | |||
| 0650 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,212.70 | 2,212.700 | 2,212.700 | 2,212.700 | 200.00 | 442,540.00 | |||
| 8000 | EW~ EPOXY RE-STEEL CORRECTION RESTOCKING AND TRANSPORT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,754.49 | 3,754.49 | |||
| Project | DE04950620702 | Fed/State Project Number | BRZ 0603 (196) | Category | 0003 DEMOBILIZATION | |||||||
| 0660 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 36,300.17 | 9,075.04 | 36,300.17 | |
| Project | DE04950620702 | Fed/State Project Number | BRZ 0603 (196) | Category | 0004 WATERLINE | |||||||
| 0670 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | LF | 140.00 | 140.000 | 90.000 | 90.000 | 65.00 | 5,850.00 | |||
| 0680 | PVC PIPE-4 INCH | 03383 | LF | 1,526.00 | 1,526.000 | 1,456.000 | 1,456.000 | 20.00 | 29,120.00 | |||
| 0690 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,150.00 | 1,150.00 | |||
| 0700 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0710 | BLOWOFF HYDRANT 4 IN | 21818NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 0720 | FITTINGS 4 IN | 21819NN | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| SUBTOT | $9,075.04 |
$2,506,436.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0630-1-0I |
STEEL REINFORCEMENT | LB |
49,778.00 | 0002 | $0.39860 | $18,847.54 | ||||||
0640-4-0I |
STEEL, REINEPCOATED | LB |
21,227.00 | 0012 | $0.471350 | $9,505.19 | ||||||
0640-3-0I |
STEEL, REINEPCOATED | LB |
40,063.00 | 0012 | $0.471350 | $17,939.72 | ||||||
0640-2-0I |
STEEL, REINEPCOATED | LB |
45,389.00 | 0012 | $0.471360 | $20,324.83 | ||||||
0640-1-0I |
STEEL, REINEPCOATED | LB |
45,365.00 | 0012 | $0.471350 | $20,313.65 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
3,794.00 | 0002 | $0.398600 | $-1,436.53 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
9,545.00 | 0003 | $0.398600 | $-3,614.04 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
9,438.00 | 0004 | $0.398600 | $-3,573.53 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
13,304.00 | 0005 | $0.398600 | $-5,037.32 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
10,605.00 | 0006 | $0.398600 | $-4,015.39 | ||||||
0630-1-0A |
STEEL REINFORCEMENT | LB |
3,092.00 | 0007 | $0.398600 | $-1,170.73 | ||||||
0640-4-0A |
STEEL, REINEPCOATED | LB |
21,227.00 | 0012 | $0.471350 | $-9,505.19 | ||||||
0640-3-0A |
STEEL, REINEPCOATED | LB |
39,603.00 | 0012 | $0.471350 | $-17,733.74 | ||||||
0640-2-0A |
STEEL, REINEPCOATED | LB |
39,603.00 | 0012 | $0.471360 | $-17,733.91 | ||||||
0640-1-0A |
STEEL, REINEPCOATED | LB |
39,603.00 | 0012 | $0.471350 | $-17,733.53 | ||||||
0640-3-0A |
STEEL, REINEPCOATED | LB |
460.00 | 0014 | $0.471350 | $-205.98 | ||||||
0640-2-0A |
STEEL, REINEPCOATED | LB |
5,786.00 | 0014 | $0.471360 | $-2,590.92 | ||||||
0640-1-0A |
STEEL, REINEPCOATED | LB |
5,762.00 | 0014 | $0.471350 | $-2,580.12 | ||||||
| SUBTOT | $0.00 |
|||||||||||