|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071163 | Estimate Number | 0011 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11320) Perkins, Robert W. P.E. | ||||||
| Contractor | APEX CONTRACTING INC | ADDR SN 0 VC Code VC0000092541 | |||||
| PO BOX 798 | |||||||
| PARIS , KY , 40362-0798 | |||||||
| Pay Period | 01/13/2010 TO 06/23/2010 | ||||||
| Date Approved | 07/13/2010 | ||||||
| Primary Proj Number | DE11800060763 | ||||||
| Project No. | BRO 5155 (8), BRO 5155 (8) | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | WOODBINE-BARBOURVILLE ROAD (KY 6) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES AT CORN CREEK ON THE KNOX- WHITLEY COUNTY LINE | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | 10/27/2008 | ||||
| Date Awarded | 10/31/2007 | Date Work Began | 03/10/2008 | ||||
| Date Contract Executed | 11/16/2007 | Open To Traffic | 07/01/2008 | ||||
| Date NTP Issued | 12/06/2007 | Actual Completion Date | 07/01/2008 | ||||
| Current Contract Amount | $477,869.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $468,263.50 |
Total Earnings | $449,879.65 |
$448,104.65 |
$1,775.00 |
|
| Percent Complete | 94.14 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $27,989.85 |
Gross Earnings | $449,879.65 |
$448,104.65 |
$1,775.00 |
|
| Total Change Orders | $9,606.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $449,879.65 |
$448,104.65 |
$1,775.00 |
|||
| Contract Id | 071163 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0011 | Project Number | BRO 5155 (8), BRO 5155 (8) | |||||||
| Contractor | APEX CONTRACTING INC | Period | 01/13/2010 TO 06/23/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Bridge End Guardrail Connectors | Approved | 04/21/2008 | $10,080.00 | 1.0 | |||||
| 002 | Drainage Adjustment | Approved | 09/17/2008 | $-474.00 | 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 | 071163 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE11800060763 | ||||||
| Estimate Nbr | 0011 | Period | 01/13/2010 TO 06/23/2010 | |||||||
| Contractor | APEX CONTRACTING INC | |||||||||
| Project | DE06100060763 | Fed/State Project Number | BRO 5155 (8) | 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 | 540.00 | 540.000 | 292.960 | 292.960 | 21.00 | 6,152.16 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 516.00 | 516.000 | 274.450 | 274.450 | 53.00 | 14,545.85 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 112.00 | 112.000 | 232.010 | 232.010 | 72.00 | 16,704.72 | |||
| 0070 | ENTRANCE PIPE-15 INCH | 00440 | LF | 84.00 | 46.000 | 46.000 | 46.000 | 23.00 | 1,058.00 | |||
| 0080 | ENTRANCE PIPE-18 INCH | 00441 | LF | 42.00 | 42.000 | 40.000 | 40.000 | 26.00 | 1,040.00 | |||
| 0090 | TEMPORARY DITCH | 02159 | LF | 393.00 | 393.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 506.00 | 506.000 | 506.000 | 506.000 | 11.00 | 5,566.00 | |||
| 0110 | WATER | 02242 | MGAL | 21.00 | 21.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 412.50 | 412.500 | 350.000 | 350.000 | 18.00 | 6,300.00 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 70.00 | 140.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0150 | TEMPORARY GUARDRAIL | 02397 | LF | 250.00 | 250.000 | 287.500 | 287.500 | 8.00 | 2,300.00 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 80.00 | 480.00 | |||
| 0170 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 60.00 | 360.00 | |||
| 0180 | CLEARING AND GRUBBING 1.13 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,450.00 | 5,450.00 | |||
| 0190 | SIGNS | 02562 | SQFT | 68.50 | 68.500 | 84.000 | 84.000 | 9.00 | 756.00 | |||
| 0200 | EDGE KEY | 02585 | LF | 19.00 | 19.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC KNOX | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0220 | DIVERSIONS (BY-PASS DETOURS) KNOX | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0230 | TEMPORARY SILT FENCE | 02701 | LF | 393.00 | 393.000 | 225.000 | 225.000 | 1.00 | 225.00 | |||
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 393.00 | 393.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0290 | REMOVE STRUCTURE KNOX | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 229.00 | 229.000 | 229.000 | 229.000 | 1.75 | 400.75 | |||
| 0310 | TEMPORARY MULCH | 05952 | SQYD | 1,658.00 | 1,658.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 166.00 | 166.000 | 744.000 | 744.000 | 0.15 | 111.60 | |||
| 0330 | TOPDRESSING FERTILIZER | 05966 | TON | 0.09 | 0.090 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 1,658.00 | 1,658.000 | 2,540.000 | 2,540.000 | 0.85 | 2,159.00 | |||
| 0350 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 268.00 | 268.000 | 268.000 | 268.000 | 0.45 | 120.60 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 914.00 | 914.000 | 1,439.000 | 1,439.000 | 0.60 | 863.40 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,180.00 | 1,180.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0380 | LOT PAY ADJUSTMENT KNOX | 10000NS | DOLL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0390 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0410 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | STAKING KNOX | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 8000 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,520.00 | 5,040.00 | |||
| 8001 | ENTRANCE PIPE-15 INCH INVOICE ONLY | 00440 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| Project | DE06100060763 | Fed/State Project Number | BRO 5155 (8) | Category | 0002 DEMOBILIZATION | |||||||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 4,084.62 | 1,021.15 | 4,084.62 | |
| SUBTOT | $1,021.15 |
$97,357.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE11800060763 | Fed/State Project Number | BRO 5155 (8) | 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 | 411.00 | 411.000 | 194.750 | 194.750 | 21.00 | 4,089.75 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 386.00 | 386.000 | 262.080 | 262.080 | 53.00 | 13,890.24 | |||
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 85.00 | 85.000 | 119.600 | 119.600 | 72.00 | 8,611.20 | |||
| 0070 | ENTRANCE PIPE-18 INCH | 00441 | LF | 38.00 | 38.000 | 40.000 | 40.000 | 26.00 | 1,040.00 | |||
| 0080 | JPC PAVEMENT-8 INCH SHLD | 02081 | SQYD | 44.00 | 44.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0090 | TEMPORARY DITCH | 02159 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 333.00 | 333.000 | 333.000 | 333.000 | 11.00 | 3,663.00 | |||
| 0110 | WATER | 02242 | MGAL | 15.00 | 15.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 375.00 | 375.000 | 312.500 | 312.500 | 18.00 | 5,625.00 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 70.00 | 140.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0150 | TEMPORARY GUARDRAIL | 02397 | LF | 162.50 | 162.500 | 275.000 | 275.000 | 8.00 | 2,200.00 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 80.00 | 320.00 | |||
| 0170 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 60.00 | 240.00 | |||
| 0180 | CLEARING AND GRUBBING .78 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,450.00 | 5,450.00 | |||
| 0190 | SIGNS | 02562 | SQFT | 68.50 | 68.500 | 64.000 | 64.000 | 9.00 | 576.00 | |||
| 0200 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC WHITLEY | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0220 | DIVERSIONS (BY-PASS DETOURS) WHITLEY | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0230 | TEMPORARY SILT FENCE | 02701 | LF | 276.00 | 276.000 | 200.000 | 200.000 | 1.00 | 200.00 | |||
| 0240 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0280 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0290 | REMOVE STRUCTURE WHITLEY | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 243.00 | 243.000 | 243.000 | 243.000 | 1.75 | 425.25 | |||
| 0310 | TEMPORARY MULCH | 05952 | SQYD | 1,162.00 | 1,162.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 116.00 | 116.000 | 1,160.000 | 1,160.000 | 0.15 | 174.00 | |||
| 0330 | TOPDRESSING FERTILIZER | 05966 | TON | 0.06 | 0.060 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 1,162.00 | 1,162.000 | 2,540.000 | 2,540.000 | 0.85 | 2,159.00 | |||
| 0350 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 188.00 | 188.000 | 188.000 | 188.000 | 0.45 | 84.60 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 640.00 | 640.000 | 3,281.000 | 3,281.000 | 0.60 | 1,968.60 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 827.00 | 827.000 | 3,255.000 | 3,255.000 | 0.60 | 1,953.00 | |||
| 0380 | LOT PAY ADJUSTMENT WHITLEY | 10000NS | DOLL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0390 | SILT TRAP TYPE C | 20496NS843 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0410 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0560 | STAKING WHITLEY | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 8001 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,520.00 | 5,040.00 | |||
| Project | DE11800060763 | Fed/State Project Number | BRO 5155 (8) | Category | 0002 DEMOBILIZATION | |||||||
| 0420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 3,015.37 | 753.84 | 3,015.37 | |
| Project | DE11800060763 | Fed/State Project Number | BRO 5155 (8) | Category | 0003 BRIDGE | |||||||
| 0430 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 87.40 | 87.400 | 87.400 | 87.400 | 58.00 | 5,069.20 | |||
| 0440 | MASONRY COATING | 02998 | SQYD | 172.80 | 172.800 | 172.800 | 172.800 | 6.00 | 1,036.80 | |||
| 0450 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 65.00 | 3,900.00 | |||
| 0460 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 308.40 | 308.400 | 310.040 | 310.040 | 27.00 | 8,371.08 | |||
| 0470 | TEST PILES | 08033 | LF | 37.00 | 37.000 | 41.210 | 41.210 | 110.00 | 4,533.10 | |||
| 0480 | PILES-STEEL HP12X53 | 08046 | LF | 151.00 | 151.000 | 211.880 | 211.880 | 110.00 | 23,306.80 | |||
| 0490 | PILE POINTS-12 INCH | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 28.00 | 28.000 | 28.000 | 28.000 | 800.00 | 22,400.00 | |||
| 0510 | CONCRETE-CLASS AA | 08104 | CUYD | 76.80 | 76.800 | 76.060 | 76.060 | 800.00 | 60,848.00 | |||
| 0520 | STEEL REINF-EPOXY COATED | 08151 | LB | 18,981.00 | 18,981.000 | 18,981.000 | 18,981.000 | 0.95 | 18,031.95 | |||
| 0530 | STRUCTURAL STEEL 56527 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 103,000.00 | 103,000.00 | |||
| 0540 | SHEAR CONNECTORS APPROX. 1545 | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0550 | RAIL SYSTEM TYPE III | 21532ED | LF | 128.00 | 128.000 | 128.000 | 128.000 | 95.00 | 12,160.00 | |||
| SUBTOT | $753.84 |
$449,879.65 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||