|
Report_Id: 121341 Est NO 0016 |
Date:09/16/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121341 | Estimate Number | 0016 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06380) Graves, Matthew S. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | ADDR SN 0 VC Code VC0000093326 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 08/24/2013 TO 09/06/2013 | ||||||
| Date Approved | 09/16/2013 | ||||||
| Primary Proj Number | DE02100361241 | ||||||
| Project No. | FD04 SPP 021 0036 004-005 | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | CARROLLTON-MILTON ROAD (KY 36) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES OVER LOCUST CREEK | ||||||
| Date Let | 08/17/2012 | Formal Acceptance | |||||
| Date Awarded | 08/29/2012 | Date Work Began | 02/18/2013 | ||||
| Date Contract Executed | 09/17/2012 | Open To Traffic | |||||
| Date NTP Issued | 09/17/2012 | Actual Completion Date | 09/06/2013 | ||||
| Current Contract Amount | $2,613,736.24 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,613,736.24 |
Total Earnings | $2,204,296.94 |
$2,140,234.85 |
$64,062.09 |
|
| Percent Complete | 84.34 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $409,439.30 |
Gross Earnings | $2,204,296.94 |
$2,140,234.85 |
$64,062.09 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,204,296.94 |
$2,140,234.85 |
$64,062.09 |
|||
| Contract Id | 121341 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0016 | Project Number | FD04 SPP 021 0036 004-005 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 08/24/2013 TO 09/06/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 05/31/2013 | $0.00 | 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 | 121341 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02100361241 | ||||||
| Estimate Nbr | 0016 | Period | 08/24/2013 TO 09/06/2013 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | 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 | |
| 1001 | CLEARING AND GRUBBING (6 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1002 | EMBANKMENT IN PLACE | 02230 | CUYD | 23,737.00 | 23,737.000 | 25,045.690 | 25,045.690 | 7.00 | 175,319.83 | |||
| 1003 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 14,000.00 | 3,500.00 | 14,000.00 | |
| 1004 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 28,515.00 | 28,515.000 | 31,136.890 | 31,136.890 | 1.50 | 46,705.33 | |||
| 1005 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 3,229.00 | 3,229.000 | 3,229.000 | 3,229.000 | 18.50 | 59,736.50 | |||
| 1006 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 900.00 | 900.000 | 50.630 | 775.100 | 825.730 | 15.50 | 784.76 | 12,798.81 | |
| 1007 | PERFORATED PIPE-4 IN | 01000 | LF | 5,430.00 | 5,430.000 | 5,430.000 | 5,430.000 | 12.00 | 65,160.00 | |||
| 1008 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,250.00 | 1,250.000 | 1,250.000 | 1,250.000 | 12.00 | 15,000.00 | |||
| 1009 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 16.00 | 16.000 | 2.000 | 9.000 | 11.000 | 500.00 | 1,000.00 | 5,500.00 | |
| 1010 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,425.00 | 2,425.000 | 2,425.000 | 2,425.000 | 15.97 | 38,727.25 | |||
| 1011 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 48.95 | 48.95 | |||
| 1012 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,645.00 | 9,870.00 | |||
| 1013 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,325.00 | 9,300.00 | |||
| 1014 | REMOVE GUARDRAIL | 02381 | LF | 2,413.00 | 2,413.000 | 2,375.000 | 2,375.000 | 0.87 | 2,066.25 | |||
| 1015 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | |||
| 1016 | LIP CURB AND GUTTER | 01820 | LF | 1,228.00 | 1,228.000 | 1,228.000 | 1,228.000 | 16.00 | 19,648.00 | |||
| 1017 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 858.00 | 858.000 | 858.000 | 858.000 | 5.00 | 4,290.00 | |||
| 1018 | SEEDING AND PROTECTION | 05985 | SQYD | 20,310.00 | 20,310.000 | 14,638.000 | 16,710.670 | 31,348.670 | 0.32 | 4,684.16 | 10,031.57 | |
| 1019 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,625.00 | 12,625.000 | 12,625.000 | 12,625.000 | 0.95 | 11,993.75 | |||
| 1020 | TEMP SILT FENCE | 02701 | LF | 1,400.00 | 1,400.000 | 1,640.000 | 1,640.000 | 3.00 | 4,920.00 | |||
| 1021 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 1022 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1023 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 2.000 | 0.000 | 2.000 | 150.00 | 300.00 | 300.00 | |
| 1024 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 18.00 | 18.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 1025 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1026 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1027 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,400.00 | 1,400.000 | 80.000 | 80.000 | 0.40 | 32.00 | |||
| 1028 | SEDIMENTATION BASIN | 02711 | CUYD | 818.00 | 818.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1029 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 818.00 | 818.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1030 | TEMP DITCH | 02159 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1031 | CLEAN TEMP DITCH | 02160 | LF | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 1032 | TEMP MULCH | 05952 | SQYD | 29,708.00 | 29,708.000 | 5,200.000 | 5,200.000 | 0.15 | 780.00 | |||
| 1033 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 29,708.00 | 29,708.000 | 6,846.670 | 6,846.670 | 0.16 | 1,095.46 | |||
| 1034 | TOPDRESSING FERTILIZER | 05966 | TON | 3.10 | 3.100 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1035 | SIGNS | 02562 | SQFT | 198.00 | 198.000 | 405.600 | 405.600 | 8.00 | 3,244.80 | |||
| 1036 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
| 1037 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1038 | WATER | 02242 | MGAL | 600.00 | 600.000 | 600.000 | 600.000 | 1.00 | 600.00 | |||
| 1039 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.750 | 0.950 | 10,000.00 | 2,000.00 | 9,500.00 | |
| 1040 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 10,000.00 | 2,500.00 | 10,000.00 | |
| 1041 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,020.00 | 2,020.000 | 2,000.000 | 2,000.000 | 1.50 | 3,000.00 | |||
| 1042 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 16.00 | 16.000 | 16.000 | 0.000 | 16.000 | 85.45 | 1,367.20 | 1,367.20 | |
| 1043 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 9.000 | 0.000 | 9.000 | 56.00 | 504.00 | 504.00 | |
| 1044 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 145,000.00 | 145,000.00 | |||
| 1045 | REMOVE PAVEMENT | 02091 | SQYD | 347.00 | 347.000 | 347.000 | 347.000 | 2.50 | 867.50 | |||
| 1046 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,000.00 | 12,000.000 | 12,076.000 | 0.000 | 12,076.000 | 0.20 | 2,415.20 | 2,415.20 | |
| 1047 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1048 | CHANNEL LINING CLASS III | 02484 | TON | 805.00 | 805.000 | 582.010 | 368.990 | 951.000 | 28.50 | 16,587.28 | 27,103.50 | |
| 1049 | GROUT | 23911EC | CUYD | 96.00 | 96.000 | 80.000 | 16.000 | 96.000 | 200.00 | 16,000.00 | 19,200.00 | |
| 1051 | FILL AND CAP WELL | 01711 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1052 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1053 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 13,173.00 | 13,173.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1054 | FUEL ADJUSTMENT | 10020NS | DOLL | 18,426.00 | 18,426.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1055 | REMOVE (BARN) | 23055N | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -31,200.000 | -281,600.000 | -312,800.000 | 1.00 | -31,200.00 | -312,800.00 | |
| 8001 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,178.63 | 0.00 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0002 PAVING | |||||||
| 2001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 642.00 | 642.000 | 666.220 | 666.220 | 82.50 | 54,963.15 | |||
| 2002 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,822.00 | 4,822.000 | 4,694.200 | 4,694.200 | 67.25 | 315,684.95 | |||
| 2003 | CRUSHED STONE BASE | 00003 | TON | 5,294.00 | 5,294.000 | 5,066.820 | 5,066.820 | 22.00 | 111,470.04 | |||
| 2004 | TRAFFIC BOUND BASE | 00020 | TON | 955.00 | 955.000 | 132.540 | 185.060 | 317.600 | 16.50 | 2,186.91 | 5,240.40 | |
| 2005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 35.00 | 35.000 | 46.300 | 46.300 | 125.00 | 5,787.50 | |||
| 2006 | ASPHALT SEAL COAT | 00103 | TON | 4.50 | 4.500 | 4.850 | 4.850 | 765.00 | 3,710.25 | |||
| 2007 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 338.00 | 338.000 | 338.000 | 338.000 | 58.00 | 19,604.00 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0003 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 31.50 | 2,740.50 | |||
| 3002 | STORM SEWER PIPE-15 IN | 00521 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 62.00 | 496.00 | |||
| 3003 | STORM SEWER PIPE-18 IN | 00522 | LF | 824.00 | 824.000 | 824.000 | 824.000 | 57.00 | 46,968.00 | |||
| 3004 | CULVERT PIPE-42 IN | 00469 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 110.00 | 3,300.00 | |||
| 3005 | STORM SEWER PIPE-42 IN | 00529 | LF | 54.00 | 54.000 | 51.000 | 51.000 | 105.00 | 5,355.00 | |||
| 3006 | CULVERT PIPE-42 IN (RCP ONLY) | 00469 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 120.00 | 5,640.00 | |||
| 3007 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 3008 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,500.00 | 17,500.00 | |||
| 3009 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 3010 | STORM SEWER PIPE-18 IN (NO RCP ALTERNATE) | 00522 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 70.00 | 1,540.00 | |||
| 3011 | CONCRETE-CLASS A | 08100 | CUYD | 3.63 | 3.630 | 3.630 | 3.630 | 1,000.00 | 3,630.00 | |||
| 3012 | STEEL REINFORCEMENT | 08150 | LB | 223.00 | 223.000 | 223.000 | 223.000 | 1.00 | 223.00 | |||
| 3013 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 542.00 | 542.000 | 542.000 | 542.000 | 4.90 | 2,655.80 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 158.50 | 158.500 | 158.500 | 158.500 | 470.00 | 74,495.00 | |||
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 305.70 | 305.700 | 305.700 | 305.700 | 590.00 | 180,363.00 | |||
| 4003 | STEEL REINFORCEMENT | 08150 | LB | 29,412.00 | 29,412.000 | 29,412.000 | 29,412.000 | 1.00 | 29,412.00 | |||
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 76,823.00 | 76,823.000 | 76,823.000 | 76,823.000 | 1.10 | 84,505.30 | |||
| 4005 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 909.30 | 909.300 | 909.300 | 909.300 | 280.00 | 254,604.00 | |||
| 4006 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 207.00 | 207.000 | 207.000 | 207.000 | 16.00 | 3,312.00 | |||
| 4007 | PILES-STEEL HP12X53 | 08046 | LF | 2,117.00 | 2,117.000 | 2,095.462 | 2,095.462 | 50.00 | 104,773.10 | |||
| 4008 | TEST PILES | 08033 | LF | 259.00 | 259.000 | 259.000 | 259.000 | 60.00 | 15,540.00 | |||
| 4009 | PILE POINTS-12 IN | 08094 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 125.00 | 5,500.00 | |||
| 4010 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 244.00 | 244.000 | 153.462 | 153.462 | 30.00 | 4,603.86 | |||
| 4011 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 830.00 | 830.000 | 1,593.560 | 427.830 | 2,021.390 | 26.00 | 41,432.56 | 52,556.14 | |
| 4012 | MASONRY COATING | 02998 | SQYD | 563.00 | 563.000 | 563.000 | 563.000 | 10.00 | 5,630.00 | |||
| 4013 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 55.00 | 3,520.00 | |||
| 4014 | RAIL SYSTEM TYPE III | 21532ED | LF | 462.00 | 462.000 | 462.000 | 462.000 | 105.00 | 48,510.00 | |||
| 4015 | STRUCTURAL STEEL (1186 POUNDS) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0005 BRIDGE | |||||||
| 5001 | CONCRETE-CLASS A | 08100 | CUYD | 231.80 | 231.800 | 231.800 | 231.800 | 470.00 | 108,946.00 | |||
| 5002 | STEEL REINFORCEMENT | 08150 | LB | 22,697.00 | 22,697.000 | 22,697.000 | 22,697.000 | 1.00 | 22,697.00 | |||
| 5003 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0006 WATERLINE | |||||||
| 6001 | PVC PIPE-4 IN | 03383 | LF | 1,839.00 | 1,839.000 | 1,700.000 | 1,700.000 | 11.00 | 18,700.00 | |||
| 6002 | GATE VALVE-4 IN | 03524 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
| 6003 | BEND & BLOCK | 20054NN | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 280.00 | 1,680.00 | |||
| 6004 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 95.00 | 5,700.00 | |||
| 6005 | CASING SPACERS | 20135ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 60.00 | 600.00 | |||
| 6006 | CASING END SEALS | 20136ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 145.00 | 290.00 | |||
| 6007 | TIE-IN 4 IN | 03464 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 950.00 | 1,900.00 | |||
| 6008 | RELOCATE WATER LINE | 03422 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| Project | DE02100361241 | Fed/State Project Number | FD04 SPP 021 0036 004-005 | Category | 0007 MOBILIZATION / DEMOBILIZATION | |||||||
| 7001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 101,750.00 | 101,750.00 | |||
| 7002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 44,636.00 | 0.00 | |||
| SUBTOT | $64,062.08 |
$2,204,296.91 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4005-1-0I |
PCI BM TY 6 | FT |
909.30 | 0001 | $220.480000 | $190,458.34 | ||||||
4005-1-0A |
PCI BM TY 6 | FT |
909.30 | 0010 | $220.480000 | $-190,458.34 | ||||||
| SUBTOT | $0.00 |
|||||||||||