|
Report_Id: 121055 Est NO 0041 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121055 | Estimate Number | 0041 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 07/26/2014 TO 08/08/2014 | ||||||
| Date Approved | 08/18/2014 | ||||||
| Primary Proj Number | DE09804601255 | ||||||
| Project No. | APD 0806(041) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD(US 460) | ||||||
| Description | PIKEVILLE-VIRGINIA STATE LINE ROAD(US 460) | ||||||
| Date Let | 11/16/2012 | Formal Acceptance | |||||
| Date Awarded | 11/28/2012 | Date Work Began | 01/21/2013 | ||||
| Date Contract Executed | 12/18/2012 | Open To Traffic | |||||
| Date NTP Issued | 12/18/2012 | Actual Completion Date | |||||
| Current Contract Amount | $26,037,370.48 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,962,170.37 |
Total Earnings | $20,776,434.47 |
$20,424,170.99 |
$352,263.48 |
|
| Percent Complete | 79.79 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $5,260,936.01 |
Gross Earnings | $20,776,434.47 |
$20,424,170.99 |
$352,263.48 |
|
| Total Change Orders | $1,075,200.11 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,776,434.47 |
$20,424,170.99 |
$352,263.48 |
|||
| Contract Id | 121055 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0041 | Project Number | APD 0806(041) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 07/26/2014 TO 08/08/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Roadway Excavation | Approved | 04/21/2014 | $1,917,828.11 | 111.0 | |||||
| 002 | Aluminum Box Culvert | Approved | 01/06/2015 | $92,692.00 | 6.0 | |||||
| 003 | Special Crown Vetch and Elimination of Special Excavation | Approved | 02/27/2015 | $-935,320.00 | 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 | 121055 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRIS GRADE & DRAIN WITH INCIDENTAL SURF | TRANSPORTATION CABINET |
Primary Project Number | DE09804601255 | ||||||
| Estimate Nbr | 0041 | Period | 07/26/2014 TO 08/08/2014 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09804601255 | Fed/State Project Number | APD 0806(041) | 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 | |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0040 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0050 | TEMP DITCH | 02159 | LF | 7,950.00 | 7,950.000 | 0.000 | 0.000 | 1.22 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION (REVISED: 11-13-12) | 02200 | CUYD | 6,740,102.00 | 6,740,102.000 | 81,949.000 | 6,410,515.000 | 6,492,464.000 | 2.71 | 222,081.79 | 17,594,577.44 | |
| 0070 | SPECIAL EXCAVATION (ADDED: 11-13-12) | 02204 | CUYD | 164,500.00 | 0.000 | 0.000 | 0.000 | 6.16 | 0.00 | |||
| 0080 | WATER | 02242 | MGAL | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 17,255.00 | 17,255.000 | 0.000 | 0.000 | 6.15 | 0.00 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 16.70 | 0.00 | |||
| 0110 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0130 | TEMP GUARDRAIL | 02397 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0160 | PLUG WATER WELL | 02475 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0170 | CHANNEL LINING CLASS II | 02483 | TON | 9,899.00 | 9,899.000 | 0.000 | 0.000 | 25.48 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS IV | 02488 | CUYD | 33,629.00 | 33,629.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
| 0190 | CEMENT | 02542 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0200 | CLEARING AND GRUBBING 196 ACRES | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 800,000.00 | 720,000.00 | |||
| 0210 | SIGNS | 02562 | SQFT | 101.00 | 101.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0220 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 13,136.00 | 13,136.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0230 | RETAINING WALL-GABION | 02610 | CUYD | 756.00 | 756.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
| 0250 | TEMP SILT FENCE | 02701 | LF | 7,950.00 | 7,950.000 | 0.000 | 0.000 | 2.46 | 0.00 | |||
| 0260 | SILT TRAP TYPE A | 02703 | EACH | 98.00 | 98.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 98.00 | 98.000 | 52.000 | 52.000 | 130.00 | 6,760.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 294.00 | 294.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0300 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 294.00 | 294.000 | 184.000 | 184.000 | 0.01 | 1.84 | |||
| 0310 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0320 | CLEAN TEMP SILT FENCE | 02709 | LF | 23,850.00 | 23,850.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0330 | SEDIMENTATION BASIN | 02711 | CUYD | 13,067.00 | 13,067.000 | 0.000 | 0.000 | 3.48 | 0.00 | |||
| 0340 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 39,200.00 | 39,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0350 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.680 | 0.680 | 145,000.00 | 98,600.00 | |||
| 0360 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0370 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,059.00 | 1,059.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0380 | TEMP MULCH | 05952 | SQYD | 923,987.00 | 923,987.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0390 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 69,050.00 | 69,050.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0400 | TOPDRESSING FERTILIZER | 05966 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 690,500.00 | 690,500.000 | 55,201.112 | 55,201.112 | 0.38 | 20,976.42 | |||
| 0420 | CONCRETE-CLASS A | 08100 | CUYD | 64.90 | 64.900 | 0.000 | 0.000 | 990.00 | 0.00 | |||
| 0430 | STEEL REINFORCEMENT | 08150 | LB | 5,200.00 | 5,200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0440 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0450 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,245,839.00 | 1,245,839.000 | -11,463.480 | -229,170.950 | -240,634.430 | 1.00 | -11,463.48 | -240,634.43 | |
| 0460 | PNEUMATIC BACKSTOWING | 20667ED | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0470 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 1,176.00 | 1,176.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0480 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 5,534.00 | 5,534.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 8000 | ROADWAY EXCAVATION (Station 537+50 to 543+00) | 02200 | CUYD | 0.00 | 328,997.000 | 25,159.000 | 303,838.000 | 328,997.000 | 5.63 | 141,645.17 | 1,852,253.11 | |
| 8001 | CLEARING AND GRUBBING | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 8002 | STAKING | 02726 | LS | 0.00 | 1.000 | 0.620 | 0.620 | 15,000.00 | 9,300.00 | |||
| 8011 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 300,000.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| Project | DE09804601255 | Fed/State Project Number | APD 0806(041) | Category | 0002 PAVING | |||||||
| 0490 | DGA BASE (REVISED: 10-31-12) | 00001 | TON | 165.00 | 165.000 | 0.000 | 0.000 | 49.60 | 0.00 | |||
| 0500 | TRAFFIC BOUND BASE (REVISED: 10-31-12) | 00020 | TON | 1,000.00 | 1,000.000 | 203.590 | 203.590 | 25.50 | 5,191.54 | |||
| 0510 | CL2 ASPH BASE 0.75D PG64-22 (REVISED: 10-31-12) | 00221 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 178.40 | 0.00 | |||
| 0520 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 10-31-12) | 00301 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 204.20 | 0.00 | |||
| Project | DE09804601255 | Fed/State Project Number | APD 0806(041) | Category | 0003 DRAINAGE | |||||||
| 0530 | CULVERT PIPE-18 IN | 00462 | LF | 422.00 | 422.000 | 0.000 | 0.000 | 44.32 | 0.00 | |||
| 0540 | CULVERT PIPE-36 IN | 00468 | LF | 277.00 | 277.000 | 0.000 | 0.000 | 79.23 | 0.00 | |||
| 0550 | CULVERT PIPE-42 IN | 00469 | LF | 421.00 | 421.000 | 0.000 | 0.000 | 89.44 | 0.00 | |||
| 0560 | CULVERT PIPE-48 IN | 00470 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 93.10 | 0.00 | |||
| 0570 | CULVERT PIPE-54 IN | 00471 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 116.92 | 0.00 | |||
| 0580 | CULVERT PIPE-60 IN | 00472 | LF | 224.00 | 224.000 | 0.000 | 0.000 | 139.95 | 0.00 | |||
| 0590 | STORM SEWER PIPE-18 IN | 00522 | LF | 351.00 | 351.000 | 0.000 | 0.000 | 51.76 | 0.00 | |||
| 0600 | STORM SEWER PIPE-24 IN | 00524 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 57.21 | 0.00 | |||
| 0610 | STORM SEWER PIPE-30 IN | 00526 | LF | 795.00 | 795.000 | 0.000 | 0.000 | 68.75 | 0.00 | |||
| 0620 | STORM SEWER PIPE-36 IN | 00528 | LF | 697.00 | 697.000 | 0.000 | 0.000 | 79.90 | 0.00 | |||
| 0630 | STORM SEWER PIPE-42 IN | 00529 | LF | 729.00 | 729.000 | 0.000 | 0.000 | 93.69 | 0.00 | |||
| 0640 | STORM SEWER PIPE-48 IN | 00530 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 118.14 | 0.00 | |||
| 0650 | STORM SEWER PIPE-54 IN | 00531 | LF | 879.00 | 879.000 | 0.000 | 0.000 | 105.97 | 0.00 | |||
| 0660 | STORM SEWER PIPE-60 IN | 00532 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 249.37 | 0.00 | |||
| 0670 | PERFORATED PIPE-4 IN | 01000 | LF | 701.00 | 701.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0680 | PERFORATED PIPE-8 IN | 01002 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0690 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 11.58 | 0.00 | |||
| 0700 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0710 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 0720 | PERF PIPE HEADWALL TY 2-8 IN | 01026 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0730 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0740 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0750 | CURB BOX INLET TYPE B-B | 01483 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0760 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,675.00 | 0.00 | |||
| 0770 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0780 | DROP BOX INLET TYPE 5B | 01505 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,150.00 | 0.00 | |||
| 0790 | DROP BOX INLET-MOD | 22628NN | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| 8005 | REMOVE Existing Dry Stone Culvert | 23055N | LS | 0.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 8006 | FOUNDATION PREPARATION | 08003 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 8007 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 80.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 8008 | ALUMINUM STRUCTURAL PLATE BOX CULVERT | 24649EN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 51,500.00 | 0.00 | |||
| 8009 | BACKFILL | 24545EC | TON | 0.00 | 208.000 | 0.000 | 0.000 | 36.50 | 0.00 | |||
| 8010 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE09804601255 | Fed/State Project Number | APD 0806(041) | Category | 0004 MOB AND DEMOB | |||||||
| 0800 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 660,000.00 | 660,000.00 | |||
| 0810 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 341,000.00 | 0.00 | |||
| 8003 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,375.00 | 14,375.00 | |||
| 8004 | DEMOBILIZATION | 02569 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 28,200.00 | 0.00 | |||
| Project | DE09804601255 | Fed/State Project Number | APD 0806(041) | Category | 0005 TRAINEES | |||||||
| 0010 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS B OPERATORS | 02742 | HOUR | 2,800.00 | 2,800.000 | 1,633.500 | 1,633.500 | 1.00 | 1,633.50 | |||
| SUBTOT | $352,263.48 |
$20,776,434.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||