|
Report_Id: 111044 Est NO 0024 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111044 | Estimate Number | 0024 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | ADDR SN 3 VC Code VC0000019608 | |||||
| INC | |||||||
| 886 MCKINLEY AVE | |||||||
| COLUMBUS , OH , 43222 | |||||||
| Pay Period | 01/28/2013 TO 03/10/2013 | ||||||
| Date Approved | 03/22/2013 | ||||||
| Primary Proj Number | DE09804601144 | ||||||
| Project No. | APD 0806 (039) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | US 460-KY 80 FROM EAST OF POND CREEK TO DUNLEARY HOLLOW | ||||||
| Date Let | 11/18/2011 | Formal Acceptance | |||||
| Date Awarded | 02/15/2012 | Date Work Began | 02/23/2012 | ||||
| Date Contract Executed | 02/22/2012 | Open To Traffic | |||||
| Date NTP Issued | 02/22/2012 | Actual Completion Date | |||||
| Current Contract Amount | $73,590,049.42 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $72,993,541.15 |
Total Earnings | $4,814,056.53 |
$4,760,613.51 |
$53,443.02 |
|
| Percent Complete | 6.67 |
Stockpiled Materials | $94,182.07 |
$46,361.71 |
$47,820.36 |
|
| Funds Available | $68,681,810.82 |
Gross Earnings | $4,908,238.60 |
$4,806,975.22 |
$101,263.38 |
|
| Total Change Orders | $596,508.27 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,908,238.60 |
$4,806,975.22 |
$101,263.38 |
|||
| Contract Id | 111044 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0024 | Project Number | APD 0806 (039) | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | Period | 01/28/2013 TO 03/10/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Tree Clearing with Bat Restrictions | Approved | 09/20/2012 | $2,315.25 | 0.0 | |||||
| 002 | 96 inch Railroad Pipe and Temporary ditch | Approved | 01/02/2013 | $594,193.02 | 2.0 | |||||
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 | 111044 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09804601144 | ||||||
| Estimate Nbr | 0024 | Period | 01/28/2013 TO 03/10/2013 | |||||||
| Contractor | KOKOSING CONSTRUCTION COMPANY INC | |||||||||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | 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 | TRAFFIC BOUND BASE | 00020 | TON | 333.00 | 333.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0020 | CULVERT PIPE-18 IN | 00462 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0030 | CULVERT PIPE-42 IN | 00469 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0040 | CULVERT PIPE-54 IN | 00471 | LF | 730.00 | 730.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0050 | STORM SEWER PIPE-18 IN | 00522 | LF | 219.00 | 219.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0060 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,639.00 | 1,639.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0070 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,085.00 | 1,085.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0080 | STORM SEWER PIPE-36 IN | 00528 | LF | 1,491.00 | 1,491.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0090 | STORM SEWER PIPE-42 IN | 00529 | LF | 1,094.00 | 1,094.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0100 | STORM SEWER PIPE-48 IN | 00530 | LF | 903.00 | 903.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0110 | STORM SEWER PIPE-54 IN | 00531 | LF | 1,844.00 | 1,844.000 | 0.000 | 0.000 | 192.00 | 0.00 | |||
| 0120 | STORM SEWER PIPE-60 IN | 00532 | LF | 185.00 | 185.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 0130 | PERFORATED PIPE-4 IN | 01000 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0140 | PERFORATED PIPE-8 IN | 01002 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0150 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 485.00 | 485.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0160 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0190 | DROP BOX INLET TYPE 1 | 01490 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0200 | DROP BOX INLET TYPE 2 | 01493 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0210 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| 0220 | ROADWAY EXCAVATION | 02200 | CUYD | 20,953,132.00 | 20,953,132.000 | 425,426.000 | 425,426.000 | 2.73 | 1,161,412.98 | |||
| 0230 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 28,000.00 | 28,000.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12.50 | 12.500 | 0.000 | 0.000 | 25.25 | 0.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 101.01 | 0.00 | |||
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0270 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0280 | PLUG WATER WELL | 02475 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0290 | CHANNEL LINING CLASS II | 02483 | TON | 14,511.00 | 14,511.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0300 | CHANNEL LINING CLASS IV | 02488 | CUYD | 28,175.00 | 28,175.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0310 | CEMENT | 02542 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 143.00 | 0.00 | |||
| 0320 | CLEARING AND GRUBBING 403 ACRES | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 2,052,000.00 | 1,436,400.00 | |||
| 0330 | SIGNS | 02562 | SQFT | 101.00 | 101.000 | 115.000 | 115.000 | 34.09 | 3,920.35 | |||
| 0350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 26,345.00 | 26,345.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | RETAINING WALL-GABION | 02610 | CUYD | 8,243.00 | 8,243.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,000.00 | 0.00 | |||
| 0380 | TEMP SILT FENCE | 02701 | LF | 18,200.00 | 18,200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0390 | SILT TRAP TYPE A | 02703 | EACH | 82.00 | 82.000 | 82.000 | 82.000 | 155.00 | 12,710.00 | |||
| 0400 | SILT TRAP TYPE B | 02704 | EACH | 82.00 | 82.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0410 | SILT TRAP TYPE C | 02705 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 492.00 | 492.000 | 41.000 | 41.000 | 0.01 | 0.41 | |||
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 492.00 | 492.000 | 9.000 | 9.000 | 0.01 | 0.09 | |||
| 0440 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 246.00 | 246.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0450 | CLEAN TEMP SILT FENCE | 02709 | LF | 109,200.00 | 109,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0460 | SEDIMENTATION BASIN | 02711 | CUYD | 48,267.00 | 48,267.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0470 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 96,534.00 | 96,534.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0480 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 214,000.00 | 42,800.00 | |||
| 0490 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.52 | 0.00 | |||
| 0500 | TEMP MULCH | 05952 | SQYD | 1,950,520.00 | 1,950,520.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0510 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 105,512.00 | 105,512.000 | 47,166.600 | 47,166.600 | 0.18 | 8,489.98 | |||
| 0520 | TOPDRESSING FERTILIZER | 05966 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 710.66 | 0.00 | |||
| 0530 | SEEDING AND PROTECTION | 05985 | SQYD | 1,055,120.00 | 1,055,120.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 48.63 | 48.630 | 0.000 | 0.000 | 970.00 | 0.00 | |||
| 0550 | CONCRETE-CLASS A FOR CAPPING OF VERTICAL SHAFTS | 08100 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0560 | STEEL REINFORCEMENT | 08150 | LB | 3,339.00 | 3,339.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0570 | STEEL REINFORCEMENT FOR CAPPING OF VERTICAL SHAFTS | 08150 | LB | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0580 | FUEL ADJUSTMENT (REVISED: 11-15-11) | 10020NS | DOLL | 3,000,489.00 | 3,000,489.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0590 | PNEUMATIC BACKSTOWING | 20667ED | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 0600 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 1,615.00 | 1,615.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0610 | DROP BOX INLET-MOD | 22628NN | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0620 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,682.00 | 4,682.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 8001 | EW~ 96 IN RAILROAD PIPE | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 540,750.00 | 0.00 | |||
| 8002 | TEMP DITCH | 02159 | LF | 0.00 | 10,200.000 | 10,200.000 | 0.000 | 10,200.000 | 3.47 | 35,394.00 | 35,394.00 | |
| 8003 | SILT TRAP TYPE A Modified | 02703 | EACH | 0.00 | 23.000 | 23.000 | 0.000 | 23.000 | 784.74 | 18,049.02 | 18,049.02 | |
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0002 BRIDGE-CULVERT | |||||||
| 0630 | FOUNDATION PREPARATION 26775 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
| 0640 | CONCRETE-CLASS A | 08100 | CUYD | 275.00 | 275.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 32,905.00 | 32,905.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0003 BRIDGE-CULVERT | |||||||
| 0660 | FOUNDATION PREPARATION 26776 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0670 | CONCRETE-CLASS A | 08100 | CUYD | 347.00 | 347.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 45,221.00 | 45,221.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0004 BRIDGE-DECK REHAB | |||||||
| 0690 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 42.42 | 4,242.00 | |||
| 0700 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 33.00 | 33.000 | 33.100 | 33.100 | 200.00 | 6,620.00 | |||
| 0710 | CONCRETE-CLASS AA | 08104 | CUYD | 280.00 | 280.000 | 280.000 | 280.000 | 660.00 | 184,800.00 | |||
| 0720 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 101,073.00 | 101,073.000 | 101,073.000 | 101,073.000 | 1.00 | 101,073.00 | |||
| 0730 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 58.00 | 58.000 | 56.700 | 56.700 | 174.00 | 9,865.80 | |||
| 0740 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 20.00 | 20.000 | 19.200 | 19.200 | 213.00 | 4,089.60 | |||
| 0750 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 1,004.00 | 1,004.000 | 1,004.000 | 1,004.000 | 156.00 | 156,624.00 | |||
| 0800 | GUARDRAIL TERMINAL SECTION NO 1 (ADDED: 11-10-11) | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 50.51 | 202.04 | |||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0005 MOB AND DEMOB | |||||||
| 0760 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,250,000.00 | 1,625,000.00 | |||
| 0770 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000,000.00 | 0.00 | |||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0006 TRAINEES | |||||||
| 0780 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS A OR B OPERATORS | 02742 | HOUR | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0790 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING OFF ROAD TRUCK DRIVERS | 02742 | HOUR | 3,200.00 | 3,200.000 | 24.000 | 24.000 | 2.00 | 48.00 | |||
| Project | DE09804601144 | Fed/State Project Number | APD 0806 (039) | Category | 0007 NON PARTICIPATING | |||||||
| 8000 | EW~ Tree Clearing With Bat Restrictions | 10098NX | DOLL | 0.00 | 2,315.250 | 2,315.250 | 2,315.250 | 1.00 | 2,315.25 | |||
| SUBTOT | $53,443.02 |
$4,814,056.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0720-1-0I |
STEEL, REINEPCOATED | LB |
80,589.00 | 0006 | $0.494940 | $39,886.71 | ||||||
0720-2-0I |
STEEL, REINEPCOATED | LB |
20,138.00 | 0007 | $0.494940 | $9,967.10 | ||||||
0360-1-0I |
GABION BASKET TWI 1 | EACH |
700.00 | 0023 | $66.231000 | $46,361.70 | ||||||
0360-2-0I |
GABION BASKET WEL 2 | EACH |
700.00 | 0024 | $68.314800 | 47,820.36 | $47,820.36 | |||||
0720-2-0A |
STEEL, REINEPCOATED | LB |
20,138.00 | 0008 | $0.494940 | $-9,967.10 | ||||||
0720-1-0A |
STEEL, REINEPCOATED | LB |
20,214.60 | 0008 | $0.494940 | $-10,005.01 | ||||||
0720-1-0A |
STEEL, REINEPCOATED | LB |
20,214.60 | 0009 | $0.494940 | $-10,005.01 | ||||||
0720-1-0A |
STEEL, REINEPCOATED | LB |
20,214.60 | 0010 | $0.494940 | $-10,005.01 | ||||||
0720-1-0A |
STEEL, REINEPCOATED | LB |
19,945.20 | 0012 | $0.494940 | $-9,871.67 | ||||||
| SUBTOT | $94,182.07 |
|||||||||||