|
Report_Id: 121020 Est NO 0019 |
Date:10/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121020 | Estimate Number | 0019 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) Looper, Jason W. P.E. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 09/20/2013 TO 10/03/2013 | ||||||
| Date Approved | 10/14/2013 | ||||||
| Primary Proj Number | DE04200451220 | ||||||
| Project No. | FD04 SPP 042 0045 018-019 | ||||||
| Primary County | GRAVES | ||||||
| Name of Road | PADUCAH ROAD (US-45) | ||||||
| Description | WIDEN US-45 TO 4 LANES FROM OAK GROVE CREEK TO JULIAN M. CARROLL PARKWAY | ||||||
| Date Let | 07/13/2012 | Formal Acceptance | |||||
| Date Awarded | 07/25/2012 | Date Work Began | 09/07/2012 | ||||
| Date Contract Executed | 08/02/2012 | Open To Traffic | |||||
| Date NTP Issued | 08/02/2012 | Actual Completion Date | |||||
| Current Contract Amount | $4,901,905.03 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,542,362.81 |
Total Earnings | $2,470,331.25 |
$2,311,741.93 |
$158,589.32 |
|
| Percent Complete | 50.40 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,431,573.78 |
Gross Earnings | $2,470,331.25 |
$2,311,741.93 |
$158,589.32 |
|
| Total Change Orders | $359,542.22 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,470,331.25 |
$2,311,741.93 |
$158,589.32 |
|||
| Contract Id | 121020 | Change Order Summary |
County | GRAVES | ||||||
| Estimate Nbr | 0019 | Project Number | FD04 SPP 042 0045 018-019 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 09/20/2013 TO 10/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Concrete, Boxes, Fabric, Perf Pipe, Milling | Approved | 01/16/2013 | $228,842.22 | 0.0 | |||||
| 002 | Pave Striping, Lane Closures, Diversions | Approved | 07/24/2013 | $130,700.00 | 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 | 121020 | COMMONWEALTH OF KENTUCKY |
County | GRAVES | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04200451220 | ||||||
| Estimate Nbr | 0019 | Period | 09/20/2013 TO 10/03/2013 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE04200451220 | Fed/State Project Number | FD04 SPP 042 0045 018-019 | 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 | 13,466.00 | 13,466.000 | 257.750 | 15,561.610 | 15,819.360 | 24.09 | 6,209.19 | 381,088.38 | |
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,699.00 | 2,699.000 | 1,975.660 | 1,975.660 | 90.00 | 177,809.40 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,056.00 | 1,056.000 | 112.440 | 112.440 | 115.00 | 12,930.60 | |||
| 0040 | CULVERT PIPE-54 IN EQUIV | 00500 | LF | 179.90 | 179.900 | 120.000 | 120.000 | 192.20 | 23,064.00 | |||
| 0050 | STORM SEWER PIPE-12 IN | 00520 | LF | 32.50 | 32.500 | 0.000 | 0.000 | 34.75 | 0.00 | |||
| 0060 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,480.90 | 2,480.900 | 956.500 | 956.500 | 35.27 | 33,735.75 | |||
| 0070 | STORM SEWER PIPE-18 IN | 00522 | LF | 971.20 | 971.200 | 798.200 | 798.200 | 39.74 | 31,720.46 | |||
| 0080 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,308.60 | 1,308.600 | 383.000 | 383.000 | 46.15 | 17,675.45 | |||
| 0090 | STORM SEWER PIPE-30 IN | 00526 | LF | 479.50 | 479.500 | 236.500 | 236.500 | 50.67 | 11,983.45 | |||
| 0100 | STORM SEWER PIPE-36 IN | 00528 | LF | 137.70 | 137.700 | 65.000 | 65.000 | 75.31 | 4,895.15 | |||
| 0110 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 32.90 | 32.900 | 0.000 | 0.000 | 154.16 | 0.00 | |||
| 0120 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,518.99 | 1,518.99 | |||
| 0130 | CURB BOX INLET TYPE A | 01456 | EACH | 31.00 | 31.000 | 6.000 | 8.000 | 14.000 | 3,878.81 | 23,272.86 | 54,303.34 | |
| 0140 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 2,125.25 | 1,062.62 | |||
| 0150 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.500 | 0.500 | 2,722.96 | 1,361.48 | |||
| 0160 | DROP BOX INLET TYPE 3 | 01496 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 2,933.06 | 2,933.06 | |||
| 0170 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,919.57 | 3,919.57 | |||
| 0180 | DROP BOX INLET TYPE 11 | 01544 | EACH | 4.00 | 5.000 | 1.000 | 1.000 | 4,042.29 | 4,042.29 | |||
| 0190 | DROP BOX INLET TYPE 12A | 01550 | LF | 1.00 | 38.000 | 0.000 | 0.000 | 266.95 | 0.00 | |||
| 0200 | DROP BOX INLET TYPE 14 | 01577 | EACH | 19.00 | 19.000 | 4.000 | 4.000 | 1,820.28 | 7,281.12 | |||
| 0210 | DROP BOX INLET TYPE 15 | 01580 | EACH | 3.00 | 1.000 | 1.000 | 1.000 | 1,927.67 | 1,927.67 | |||
| 0220 | JUNCTION BOX-15 IN | 01641 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,532.46 | 4,597.38 | |||
| 0230 | JUNCTION BOX-24 IN | 01643 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,949.83 | 1,949.83 | |||
| 0240 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 17,092.62 | 8,546.31 | |||
| 0250 | STANDARD CURB AND GUTTER | 01810 | LF | 4,575.00 | 4,575.000 | 1,341.000 | 0.000 | 1,341.000 | 19.50 | 26,149.50 | 26,149.50 | |
| 0260 | LIP CURB AND GUTTER | 01820 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0270 | ISLAND CURB AND GUTTER | 01825 | LF | 117.00 | 117.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0280 | STANDARD HEADER CURB | 01875 | LF | 1,405.00 | 1,405.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0290 | REMOVE CURB | 01904 | LF | 1,055.00 | 1,055.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 0300 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 556.00 | 556.000 | 556.000 | 556.000 | 2.49 | 1,384.44 | |||
| 0310 | JPC PAVEMENT-10 IN | 02069 | SQYD | 24,435.00 | 24,435.000 | 1,603.200 | 8,012.860 | 9,616.060 | 62.50 | 100,200.00 | 601,003.75 | |
| 0320 | JPC PAVEMENT-6 IN | 02075 | SQYD | 418.00 | 418.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0330 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,142.00 | 1,168.000 | 43.090 | 0.000 | 43.090 | 64.00 | 2,757.76 | 2,757.76 | |
| 0340 | ROADWAY EXCAVATION | 02200 | CUYD | 21,031.00 | 21,031.000 | 13,734.340 | 13,734.340 | 16.08 | 220,848.18 | |||
| 0350 | GRANULAR EMBANKMENT | 02223 | CUYD | 8,257.00 | 8,257.000 | 0.000 | 0.000 | 10.27 | 0.00 | |||
| 0360 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0365 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 199.00 | 199.000 | 87.840 | 87.840 | 34.51 | 3,031.35 | |||
| 0380 | CLEARING AND GRUBBING 6 ACRES | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 100,000.00 | 75,000.00 | |||
| 0390 | CONCRETE-CLASS B | 02555 | CUYD | 436.00 | 436.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 110.00 | 368.000 | 334.000 | 334.000 | 28.94 | 9,665.96 | |||
| 0410 | EDGE KEY | 02585 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,516.00 | 3,516.000 | 0.000 | 0.000 | 2.86 | 0.00 | |||
| 0430 | HANDRAIL-TYPE A-1 FOR RETAINING WALL | 02611 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 75,000.00 | 7,500.00 | |||
| 0450 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,907.82 | 7,907.82 | |||
| 0460 | TEMP SILT FENCE | 02701 | LF | 3,354.00 | 3,354.000 | 400.000 | 400.000 | 2.06 | 824.00 | |||
| 0470 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 212.94 | 2,555.28 | |||
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 170.35 | 0.00 | |||
| 0490 | CLEAN TEMP SILT FENCE | 02709 | LF | 3,354.00 | 3,354.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0500 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,363.00 | 2,363.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0510 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 75,000.00 | 7,500.00 | |||
| 0520 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,293.10 | 0.00 | |||
| 0530 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,433.02 | 2,866.04 | |||
| 0540 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0550 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0560 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,567.00 | 1,567.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0570 | TOPDRESSING FERTILIZER | 05966 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0580 | SEEDING AND PROTECTION | 05985 | SQYD | 14,646.00 | 14,646.000 | 4,840.000 | 4,840.000 | 0.45 | 2,178.00 | |||
| 0590 | SODDING | 05990 | SQYD | 10,526.00 | 10,526.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 13,232.00 | 13,232.000 | 19,679.000 | 19,679.000 | 0.25 | 4,919.75 | |||
| 0610 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 15,075.00 | 15,075.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0620 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0630 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,149.00 | 3,149.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0640 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0650 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0660 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 133.00 | 133.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0670 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 106.47 | 0.00 | |||
| 0680 | CONCRETE-CLASS A | 08100 | CUYD | 14.22 | 14.220 | 0.000 | 0.000 | 1,720.48 | 0.00 | |||
| 0690 | CONCRETE-CLASS A FOR CONC SLAB | 08100 | CUYD | 130.00 | 130.000 | 0.000 | 0.000 | 118.18 | 0.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 908.00 | 908.000 | 0.000 | 0.000 | 1.96 | 0.00 | |||
| 0710 | REMOVE ASBESTOS PIPE | 21655EN | LF | 25.00 | 25.000 | 175.000 | 175.000 | 200.00 | 35,000.00 | |||
| 8000 | JUNCTION BOX-MOD | 01651 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 8001 | FABRIC GEOTEXTILE TY IV FOR PIPE for pipe | 02600 | SQYD | 0.00 | 17,000.000 | 452.780 | 452.780 | 2.00 | 905.56 | |||
| 8002 | FABRIC-GEOTEXTILE TYPE IV for Subgrade | 02599 | SQYD | 0.00 | 56,265.000 | 2,961.180 | 2,961.180 | 2.00 | 5,922.36 | |||
| 8003 | REMOVE PIPE | 01310 | LF | 0.00 | 200.000 | 0.000 | 0.000 | 12.32 | 0.00 | |||
| 8004 | REMOVE HEADWALL | 02625 | EACH | 0.00 | 15.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8005 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | SQYD | 0.00 | 1,567.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 8006 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 1,100.000 | 0.000 | 0.000 | 5.64 | 0.00 | |||
| 8007 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 0.00 | 250.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8008 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 473.06 | 0.00 | |||
| 8009 | SEPTIC TANK TREATMENT | 02404 | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 209.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 8011 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 8012 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 10,000.000 | 385.000 | 385.000 | 1.66 | 639.10 | |||
| 8013 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 10,000.000 | 986.000 | 986.000 | 1.66 | 1,636.76 | |||
| 8014 | LANE CLOSURE | 02653 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8015 | DIVERSIONS (BY-PASS DETOURS) Phase 1 Diversion | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 8016 | DIVERSIONS (BY-PASS DETOURS) Phase 2 Diversion | 02651 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 8017 | CRUSHED AGG BASE COURSE | 40038 | TON | 0.00 | 3,000.000 | 6,183.200 | 6,183.200 | 22.50 | 139,122.00 | |||
| Project | DE04200451220 | Fed/State Project Number | FD04 SPP 042 0045 018-019 | Category | 0002 BRIDGE-CULVERT 25885 | |||||||
| 0720 | GRANULAR EMBANKMENT | 02223 | CUYD | 39.90 | 39.900 | 39.900 | 39.900 | 217.60 | 8,682.24 | |||
| 0730 | MASONRY COATING | 02998 | SQYD | 140.40 | 140.400 | 140.400 | 140.400 | 8.57 | 1,203.22 | |||
| 0740 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 377.30 | 377.300 | 377.300 | 377.300 | 14.52 | 5,478.39 | |||
| 0750 | RETAINING WALL | 08018 | SQFT | 1,241.80 | 1,241.800 | 1,241.800 | 1,241.800 | 90.78 | 112,730.60 | |||
| Project | DE04200451220 | Fed/State Project Number | FD04 SPP 042 0045 018-019 | Category | 0003 BRIDGE-CULVERT25886 | |||||||
| 0760 | GRANULAR EMBANKMENT | 02223 | CUYD | 26.50 | 26.500 | 26.500 | 26.500 | 217.60 | 5,766.40 | |||
| 0770 | HANDRAIL-TYPE A-1 | 02611 | LF | 85.40 | 85.400 | 85.400 | 85.400 | 82.00 | 7,002.80 | |||
| 0780 | MASONRY COATING | 02998 | SQYD | 89.60 | 89.600 | 89.600 | 89.600 | 8.57 | 767.87 | |||
| 0790 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 231.70 | 231.700 | 231.700 | 231.700 | 14.52 | 3,364.28 | |||
| 0800 | RETAINING WALL | 08018 | SQFT | 801.60 | 801.600 | 801.600 | 801.600 | 90.78 | 72,769.24 | |||
| Project | DE04200451220 | Fed/State Project Number | FD04 SPP 042 0045 018-019 | Category | 0004 BRIDGE-CULVERT 25887 | |||||||
| 0810 | GRANULAR EMBANKMENT | 02223 | CUYD | 21.80 | 21.800 | 21.800 | 21.800 | 217.60 | 4,743.68 | |||
| 0820 | HANDRAIL-TYPE A-1 | 02611 | LF | 95.10 | 95.100 | 95.100 | 95.100 | 82.00 | 7,798.20 | |||
| 0830 | MASONRY COATING | 02998 | SQYD | 77.50 | 77.500 | 77.500 | 77.500 | 8.57 | 664.17 | |||
| 0840 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 216.60 | 216.600 | 216.600 | 216.600 | 14.52 | 3,145.03 | |||
| 0850 | RETAINING WALL | 08018 | SQFT | 664.20 | 664.200 | 664.200 | 664.200 | 90.78 | 60,296.07 | |||
| Project | DE04200451220 | Fed/State Project Number | FD04 SPP 042 0045 018-019 | Category | 0005 MOB AND DEMOB | |||||||
| 0860 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 213,255.00 | 213,255.00 | |||
| 0870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 63,977.00 | 0.00 | |||
| SUBTOT | $158,589.31 |
$2,470,331.18 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||