|
Report_Id: 121038 Est NO 0004 |
Date:05/13/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121038 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | MADISIONVILLE (02360) Stallings, Nick R., P.E. | ||||||
| Contractor | CHESTER BROSS CONSTRUCTION CO W/O/S BROSS HOLDING GROUP INC | ADDR SN 0 VC Code VC0000170584 | |||||
| 6739 COUNTY ROAD 423 | |||||||
| PALMYRA , MO , 63461 | |||||||
| Pay Period | 04/20/2013 TO 05/03/2013 | ||||||
| Date Approved | 05/13/2013 | ||||||
| Primary Proj Number | DE03090051238 | ||||||
| Project No. | FD04 SPP 030 9005 015-024 | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | AUDUBON PARKWAY (AU 9005) | ||||||
| Description | AUDUBON PARKWAY (AU 9005) | ||||||
| Date Let | 09/14/2012 | Formal Acceptance | |||||
| Date Awarded | 09/26/2012 | Date Work Began | 03/20/2013 | ||||
| Date Contract Executed | 10/16/2012 | Open To Traffic | |||||
| Date NTP Issued | 10/16/2012 | Actual Completion Date | |||||
| Current Contract Amount | $6,171,488.07 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,171,488.07 |
Total Earnings | $1,043,935.65 |
$515,681.77 |
$528,253.88 |
|
| Percent Complete | 16.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $5,127,552.42 |
Gross Earnings | $1,043,935.65 |
$515,681.77 |
$528,253.88 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,043,935.65 |
$515,681.77 |
$528,253.88 |
|||
| Contract Id | 121038 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0004 | Project Number | FD04 SPP 030 9005 015-024 | |||||||
| Contractor | CHESTER BROSS CONSTRUCTION CO W/O/S BROSS HOLDING GROUP INC | Period | 04/20/2013 TO 05/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 121038 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE03090051238 | ||||||
| Estimate Nbr | 0004 | Period | 04/20/2013 TO 05/03/2013 | |||||||
| Contractor | CHESTER BROSS CONSTRUCTION CO W/O/S BROSS HOLDING GROUP INC | |||||||||
| Project | DE03090051238 | Fed/State Project Number | FD04 SPP 030 9005 015-024 | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 12,977.00 | 12,977.000 | 727.470 | 0.000 | 727.470 | 75.55 | 54,960.35 | 54,960.35 | |
| 0030 | CULVERT PIPE-18 IN | 00462 | LF | 52.00 | 52.000 | 52.000 | 0.000 | 52.000 | 62.10 | 3,229.20 | 3,229.20 | |
| 0040 | REMOVE PIPE | 01310 | LF | 52.00 | 52.000 | 52.000 | 0.000 | 52.000 | 37.00 | 1,924.00 | 1,924.00 | |
| 0050 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,300.00 | 4,600.00 | 4,600.00 | |
| 0060 | FLUME INLET TYPE 2 | 01691 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,346.00 | 0.00 | |||
| 0070 | REMOVE INLET FLUME INLET | 01718 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 642.00 | 0.00 | |||
| 0080 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 8,366.00 | 8,366.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 592.00 | 592.000 | 32.000 | 0.000 | 32.000 | 6.20 | 198.40 | 198.40 | |
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 103.00 | 103.000 | 4.000 | 0.000 | 4.000 | 6.20 | 24.80 | 24.80 | |
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 4.000 | 8.000 | 12.000 | 103.00 | 412.00 | 1,236.00 | |
| 0120 | REMOVE PCC PAVEMENT | 02058 | SQYD | 22,194.00 | 22,194.000 | 3,178.680 | 629.190 | 3,807.870 | 11.45 | 36,395.88 | 43,600.11 | |
| 0130 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 224,790.00 | 224,790.000 | 16,421.190 | 0.000 | 16,421.190 | 2.15 | 35,305.55 | 35,305.55 | |
| 0140 | JPC PAVEMENT-9 IN | 02073 | SQYD | 22,194.00 | 22,194.000 | 3,178.680 | 612.310 | 3,790.990 | 64.00 | 203,435.52 | 242,623.36 | |
| 0150 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 40,470.00 | 40,470.000 | 582.000 | 0.000 | 582.000 | 1.03 | 599.46 | 599.46 | |
| 0160 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 86,238.00 | 86,238.000 | 3,746.000 | 0.000 | 3,746.000 | 1.03 | 3,858.38 | 3,858.38 | |
| 0170 | DITCHING | 02237 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 900.00 | 900.000 | 0.000 | 0.000 | 24.70 | 0.00 | |||
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 3.000 | 0.000 | 3.000 | 51.50 | 154.50 | 154.50 | |
| 0200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 13.00 | 13.000 | 3.000 | 0.000 | 3.000 | 2,266.00 | 6,798.00 | 6,798.00 | |
| 0210 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 5,459.00 | 5,459.00 | 5,459.00 | |
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,060.00 | 0.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 669.50 | 0.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 978.50 | 0.00 | |||
| 0250 | REMOVE GUARDRAIL | 02381 | LF | 35,278.00 | 35,278.000 | 3,475.000 | 0.000 | 3,475.000 | 1.45 | 5,038.75 | 5,038.75 | |
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 412.00 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,266.00 | 0.00 | |||
| 0280 | CHANNEL LINING CLASS III | 02484 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 37.60 | 0.00 | |||
| 0290 | SIGNS | 02562 | SQFT | 1,800.00 | 1,800.000 | 1,352.870 | 1,352.870 | 10.30 | 13,934.56 | |||
| 0300 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 90.00 | 90.000 | 90.000 | 0.000 | 90.000 | 2.00 | 180.00 | 180.00 | |
| 0310 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 29,176.00 | 2,917.60 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 1.000 | 2.000 | 3.000 | 927.00 | 927.00 | 2,781.00 | |
| 0330 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 7,840.00 | 392.00 | 392.00 | |
| 0340 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 12,977.00 | 12,977.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0350 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 13,150.00 | 2,630.00 | |||
| 0360 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 515.00 | 1,545.00 | |||
| 0370 | TUBULAR MARKERS | 03225 | EACH | 560.00 | 560.000 | 57.000 | 525.000 | 582.000 | 82.40 | 4,696.80 | 47,956.80 | |
| 0380 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,090.00 | 0.00 | |||
| 0390 | EROSION CONTROL BLANKET | 05950 | SQYD | 37,000.00 | 37,000.000 | 0.000 | 0.000 | 1.44 | 0.00 | |||
| 0400 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 218.00 | 218.000 | 0.000 | 0.000 | 24.70 | 0.00 | |||
| 0410 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 112.00 | 112.000 | 0.000 | 0.000 | 24.70 | 0.00 | |||
| 0420 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 274,656.00 | 274,656.000 | 22,029.000 | 134,245.000 | 156,274.000 | 0.19 | 4,185.51 | 29,692.06 | |
| 0430 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0440 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0450 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0460 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,076.00 | 1,076.000 | 0.000 | 0.000 | 35.95 | 0.00 | |||
| 0470 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 335.00 | 335.000 | 0.000 | 0.000 | 35.95 | 0.00 | |||
| 0480 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,096.00 | 1,096.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0490 | FUEL ADJUSTMENT | 10020NS | DOLL | 12,473.00 | 12,473.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 23,359.00 | 23,359.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0510 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 10.30 | 0.00 | |||
| 0520 | REM ASPHALT WEDGE CURB | 20192ED | LF | 8,666.00 | 8,666.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0530 | SLIP RAMP #1 | 20409ED | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 39,000.00 | 9,750.00 | 19,500.00 | |
| 0540 | SLIP RAMP #2 | 20409ED | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 37,800.00 | 9,450.00 | 18,900.00 | |
| 0550 | SLIP RAMP #3 | 20409ED | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 37,350.00 | 9,337.50 | 18,675.00 | |
| 0560 | SLIP RAMP #4 | 20409ED | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 38,165.00 | 9,541.25 | 19,082.50 | |
| 0570 | RELOCATE TUBULAR MARKER | 20467NS112 | EACH | 560.00 | 560.000 | 0.000 | 0.000 | 41.20 | 0.00 | |||
| 0580 | TEMP MEDIAN CROSSOVER | 20545ND | EACH | 4.00 | 4.000 | 1.500 | 0.500 | 2.000 | 38,600.00 | 57,900.00 | 77,200.00 | |
| 0590 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 34,087.50 | 34,087.500 | 3,400.000 | 0.000 | 3,400.000 | 17.50 | 59,500.00 | 59,500.00 | |
| 0600 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 137,328.00 | 137,328.000 | 59,918.000 | 59,918.000 | 0.38 | 22,768.84 | |||
| 0610 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.200 | 0.200 | 58,352.00 | 11,670.40 | |||
| 0620 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 24,720.00 | 0.00 | |||
| 0630 | SAW AND SEAL ASPHALT JOINT | 23845EC | LF | 4,658.00 | 4,658.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0640 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 120,377.00 | 120,377.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0650 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 111,652.00 | 111,652.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0660 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 4,092.00 | 4,092.000 | 0.000 | 0.000 | 1.03 | 0.00 | |||
| 0930 | SHOULDER RUMBLE STRIPS-SAWED (ADDED: 9-10-12) | 02696 | LF | 185,449.00 | 185,449.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 8002 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| Project | DE03090051238 | Fed/State Project Number | FD04 SPP 030 9005 015-024 | Category | 0002 BRIDGE B00063N | |||||||
| 0670 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 60.90 | 60.900 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 2,748.00 | 2,748.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 0690 | EPOXY SAND SLURRY | 08504 | SQYD | 214.00 | 214.000 | 0.000 | 0.000 | 30.35 | 0.00 | |||
| 0700 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| 0710 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 22.00 | 22.000 | 0.000 | 0.000 | 2,379.00 | 0.00 | |||
| 0720 | BLAST CLEANING | 08549 | SQYD | 804.00 | 804.000 | 0.000 | 0.000 | 8.90 | 0.00 | |||
| 0730 | MACHINE PREP OF SLAB | 08551 | SQYD | 642.00 | 642.000 | 0.000 | 0.000 | 25.60 | 0.00 | |||
| 0740 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 4.40 | 4.400 | 0.000 | 0.000 | 2,484.00 | 0.00 | |||
| Project | DE03090051238 | Fed/State Project Number | FD04 SPP 030 9005 015-024 | Category | 0003 BRIDGE B00059R | |||||||
| 0750 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 79.30 | 79.300 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 3,436.00 | 3,436.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 0770 | EPOXY SAND SLURRY | 08504 | SQYD | 154.00 | 154.000 | 0.000 | 0.000 | 30.35 | 0.00 | |||
| 0780 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 609.00 | 609.000 | 0.000 | 0.000 | 20.45 | 0.00 | |||
| 0790 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.50 | 2.500 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| 0800 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 20.40 | 20.400 | 0.000 | 0.000 | 2,379.00 | 0.00 | |||
| 0810 | BLAST CLEANING | 08549 | SQYD | 711.00 | 711.000 | 0.000 | 0.000 | 8.90 | 0.00 | |||
| 0820 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 4.10 | 4.100 | 0.000 | 0.000 | 2,484.00 | 0.00 | |||
| Project | DE03090051238 | Fed/State Project Number | FD04 SPP 030 9005 015-024 | Category | 0004 BRIDGE B00059L | |||||||
| 0830 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 79.30 | 79.300 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 3,436.00 | 3,436.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 0850 | EPOXY SAND SLURRY | 08504 | SQYD | 154.00 | 154.000 | 0.000 | 0.000 | 30.35 | 0.00 | |||
| 0860 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 609.00 | 609.000 | 0.000 | 0.000 | 20.45 | 0.00 | |||
| 0870 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.50 | 2.500 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| 0880 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 20.40 | 20.400 | 0.000 | 0.000 | 2,379.00 | 0.00 | |||
| 0890 | BLAST CLEANING | 08549 | SQYD | 711.00 | 711.000 | 0.000 | 0.000 | 8.90 | 0.00 | |||
| 0900 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 4.10 | 4.100 | 0.000 | 0.000 | 2,484.00 | 0.00 | |||
| Project | DE03090051238 | Fed/State Project Number | FD04 SPP 030 9005 015-024 | Category | 0005 MOB AND DEMOB | |||||||
| 0910 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,000.00 | 285,000.00 | |||
| 0920 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
| SUBTOT | $528,253.87 |
$1,043,935.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||