|
ContID 079011 EST NO 0016 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079011 | Estimate Number | 0016 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04313) Ditto, Cody C. | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | MARS ADDR SN 0 | |||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 01/11/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DB10900757011 | ||||||
| Project No. | HARDIN DESIGN BUILD | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | DESIGN BUILD WILSON ROAD (KY 447) | ||||||
| Description | WIDENING OF WILSON ROAD TO A 3-LANE URBAN SECTION FROM US31W TO ENTRANCE OF FORT KNOX ARMY BASE | ||||||
| Date Let | 02/09/2007 | Formal Acceptance | |||||
| Date Awarded | 03/16/2007 | Date Work Began | 05/21/2007 | ||||
| Date Contract Executed | 03/29/2007 | Open To Traffic | |||||
| Date NTP Issued | 03/29/2007 | Actual Completion Date | |||||
| Current Contract Amount | $3,455,806.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,150,434.75 |
Total Earnings | $2,451,754.41 |
$2,428,664.41 |
$23,090.00 |
|
| Percent Complete | 70.95 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,004,052.34 |
Gross Earnings | $2,451,754.41 |
$2,428,664.41 |
$0.00 |
|
| Total Change Orders | $305,372.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,451,754.41 |
$2,428,664.41 |
23,090.00 |
|||
| Contract Id | 079011 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0016 | Project Number | HARDIN DESIGN BUILD | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 01/11/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Water Line Relocation Work | Approved | 09/04/2007 | $305,372.00 | 0.0 | |||||
| 002 | Quantity Adjustments | Pending | 0 | $-95,993.00 | 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 | 079011 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DB10900757011 | ||||||
| Estimate Nbr | 0016 | Period | 01/11/2008 TO 01/24/2008 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DB10900757011 | Fed/State Project Number | HARDIN DESIGN BUILD | 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 | 3,406.00 | 3,406.000 | 3,368.170 | 3,368.170 | 20.00 | 67,363.40 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,454.00 | 3,454.000 | 1,588.420 | 1,588.420 | 49.00 | 77,832.58 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,127.00 | 1,127.000 | 964.260 | 964.260 | 65.00 | 62,676.90 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 4,587.00 | 4,587.000 | 4,709.550 | 4,709.550 | 52.00 | 244,896.60 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 9 IN REPLACEMENT | 00214 | TON | 221.00 | 221.000 | 179.510 | 179.510 | 70.00 | 12,565.70 | |||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 3,800.00 | 3,800.000 | 2,835.270 | 2,835.270 | 58.00 | 164,445.66 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 328.00 | 328.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0090 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 5,396.00 | 5,396.000 | 2,835.270 | 2,835.270 | 4.00 | 11,341.08 | |||
| 0100 | ENTRANCE PIPE-12 INCH | 00439 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | LF | 152.00 | 152.000 | 88.000 | 88.000 | 54.00 | 4,752.00 | |||
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | LF | 2,086.00 | 2,086.000 | 1,589.000 | 1,589.000 | 48.00 | 76,272.00 | |||
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | LF | 390.00 | 390.000 | 390.000 | 390.000 | 54.00 | 21,060.00 | |||
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | LF | 510.00 | 510.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0150 | STORM SEWER PIPE-30 INCH | 00526 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 88.00 | 7,392.00 | |||
| 0160 | STORM SEWER PIPE-42 INCH | 00529 | LF | 105.00 | 105.000 | 128.000 | 128.000 | 175.00 | 22,400.00 | |||
| 0170 | STORM SEWER PIPE-54 INCH | 00531 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 250.00 | 22,500.00 | |||
| 0180 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 85.00 | 4,420.00 | |||
| 0190 | STORM SEWER PIPE-60 INCH EQUIV | 00562 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0200 | PERFORATED PIPE-4 INCH | 01000 | LF | 8,343.00 | 8,343.000 | 3,792.000 | 3,792.000 | 8.50 | 32,232.00 | |||
| 0210 | STEEL ENCASEMENT PIPE-14 INCH | 01071 | LF | 41.00 | 41.000 | 41.000 | 41.000 | 115.00 | 4,715.00 | |||
| 0220 | REMOVE PIPE | 01310 | LF | 41.00 | 41.000 | 41.000 | 41.000 | 24.00 | 984.00 | |||
| 0230 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 6.00 | 6.000 | 2.000 | 0.000 | 2.000 | 650.00 | 1,300.00 | 1,300.00 | |
| 0240 | CURB BOX INLET TYPE A | 01456 | EACH | 20.00 | 20.000 | 11.250 | 11.250 | 3,900.00 | 43,875.00 | |||
| 0250 | CURB BOX INLET TYPE F | 01487 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,900.00 | 7,600.00 | |||
| 0260 | DROP BOX INLET TYPE 11 | 01544 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0270 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0280 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 6,400.00 | 12,800.00 | |||
| 0290 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0300 | STANDARD CURB AND GUTTER | 01810 | LF | 7,736.00 | 7,736.000 | 7,197.000 | 7,197.000 | 12.00 | 86,364.00 | |||
| 0310 | STANDARD HEADER CURB | 01875 | LF | 1,130.00 | 1,130.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0320 | BARRIER HEADER CURB | 01880 | LF | 158.00 | 158.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0330 | REMOVE PAVEMENT | 02091 | SQYD | 169.00 | 169.000 | 135.000 | 135.000 | 18.00 | 2,430.00 | |||
| 0340 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 726.00 | 726.000 | 98.000 | 81.000 | 179.000 | 55.00 | 5,390.00 | 9,845.00 | |
| 0350 | ROADWAY EXCAVATION | 02200 | CUYD | 19,841.00 | 19,841.000 | 19,464.000 | 19,464.000 | 17.00 | 330,888.00 | |||
| 0360 | FLOWABLE FILL | 02220 | CUYD | 228.00 | 228.000 | 228.000 | 228.000 | 115.00 | 26,220.00 | |||
| 0370 | WATER | 02242 | MGAL | 930.00 | 930.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0380 | REMOVE & RESET FENCE | 02267 | LF | 210.00 | 210.000 | 210.000 | 210.000 | 22.00 | 4,620.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0400 | REMOVE & RESET GUARDRAIL | 02383 | LF | 662.50 | 662.500 | 662.500 | 662.500 | 14.50 | 9,606.25 | |||
| 0410 | CHANNEL LINING CLASS III | 02484 | TON | 189.00 | 189.000 | 189.000 | 189.000 | 46.00 | 8,694.00 | |||
| 0420 | CLEARING AND GRUBBING ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,000.00 | 79,000.00 | |||
| 0430 | SIGNS | 02562 | SQFT | 300.00 | 300.000 | 300.000 | 300.000 | 7.50 | 2,250.00 | |||
| 0440 | EDGE KEY | 02585 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0450 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 145,000.00 | 101,500.00 | |||
| 0460 | TEMPORARY SILT FENCE | 02701 | LF | 5,800.00 | 5,800.000 | 3,312.000 | 3,312.000 | 3.00 | 9,936.00 | |||
| 0470 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 380.00 | 2,280.00 | |||
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 40.00 | 40.00 | |||
| 0490 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 11,600.00 | 11,600.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0500 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 2,115.00 | 2,115.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0510 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 110,000.00 | 77,000.00 | |||
| 0520 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0530 | PVC PIPE-2 INCH LIGHTING CONDUIT | 03381 | LF | 3,480.00 | 3,480.000 | 450.000 | 683.000 | 1,133.000 | 12.00 | 5,400.00 | 13,596.00 | |
| 0540 | JUNCTION BOX-ELECTRICAL | 04810 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0550 | SEEDING AND PROTECTION | 05985 | SQYD | 13,200.00 | 13,200.000 | 13,200.000 | 13,200.000 | 0.30 | 3,960.00 | |||
| 0560 | SODDING | 05990 | SQYD | 6,385.00 | 6,385.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 27,650.00 | 27,650.000 | 27,650.000 | 27,650.000 | 0.15 | 4,147.50 | |||
| 0580 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 1,270.00 | 1,270.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0590 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 10,050.00 | 10,050.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0600 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 482.00 | 482.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0610 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0620 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 700.00 | 700.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0630 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0640 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0650 | CONCRETE-CLASS A | 08100 | CUYD | 20.66 | 20.660 | 18.420 | 18.420 | 950.00 | 17,499.00 | |||
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 2,498.50 | 2,498.500 | 1,281.000 | 1,281.000 | 2.00 | 2,562.00 | |||
| 0670 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 1,596.00 | 1,596.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0680 | SILT TRAP TYPE C | 20496NS843 | EACH | 26.00 | 26.000 | 11.000 | 11.000 | 160.00 | 1,760.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0700 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 233.00 | 233.000 | 233.000 | 233.000 | 5.00 | 1,165.00 | |||
| 0710 | METAL END SECTION TY 1-12 IN | 22008NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0720 | PRECAST BOX CULVERT-8 FT X 4 1/2 FT | 22009EN | LF | 105.00 | 105.000 | 105.000 | 105.000 | 610.00 | 64,050.00 | |||
| 0730 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0740 | REMOVE LINE | 22013EN | LF | 1,025.00 | 1,025.000 | 1,025.000 | 1,025.000 | 0.90 | 922.50 | |||
| 0750 | TRAFFIC SIGNAL WORK | 22014NN | LS | 1.00 | 1.000 | 0.200 | 0.250 | 0.450 | 55,000.00 | 11,000.00 | 24,750.00 | |
| 8000 | DUCTILE IRON PIPE-6 INCH WATERLINE | 01093 | LF | 0.00 | 290.000 | 262.000 | 262.000 | 44.00 | 11,528.00 | |||
| 8001 | PVC PIPE-6 INCH WATERLINE | 03385 | LF | 0.00 | 2,780.000 | 2,505.250 | 2,505.250 | 30.90 | 77,412.22 | |||
| 8002 | PVC PIPE-10 INCH WATERLINE | 03389 | LF | 0.00 | 460.000 | 460.000 | 460.000 | 49.50 | 22,770.00 | |||
| 8003 | TIE-IN 10 INCH | 03470 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,650.00 | 6,600.00 | |||
| 8004 | TIE-IN 6 INCH | 03466 | EACH | 0.00 | 10.000 | 7.000 | 7.000 | 1,100.00 | 7,700.00 | |||
| 8005 | TIE-IN 2 INCH | 03463 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 935.00 | 935.00 | |||
| 8006 | PVC PIPE-2 INCH | 03381 | LF | 0.00 | 220.000 | 150.000 | 150.000 | 22.00 | 3,300.00 | |||
| 8007 | SERVICE TUBING-3/4 IN | 21475ED | LF | 0.00 | 1,520.000 | 1,520.000 | 1,520.000 | 19.80 | 30,096.00 | |||
| 8008 | SERVICE TUBING-1 INCH | 94112EC | LF | 0.00 | 430.000 | 430.000 | 430.000 | 19.80 | 8,514.00 | |||
| 8009 | DESIGN ENGINEERING Reviesed Water Line Design Fee | 21814NN | LS | 0.00 | 1.000 | 0.900 | 0.900 | 14,750.00 | 13,275.00 | |||
| 8010 | FIRE HYDRANT | 02606 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 8011 | AIR RELEASE VALVE | 03495 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 8012 | BLOW OFF ASSEMBLY | 20155EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 8013 | GATE VALVE | 20117EC | EACH | 0.00 | 5.000 | 4.000 | 4.000 | 1,375.00 | 5,500.00 | |||
| 8014 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 8015 | TAPPING SLEEVE & VALVE | 20252MC | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 8016 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 28.000 | 10.000 | 10.000 | 510.00 | 5,100.00 | |||
| 8017 | EW~ SERVICE PUSHED UNDER ROADWAY | 10094NX | EACH | 0.00 | 21.000 | 21.000 | 21.000 | 1,650.00 | 34,650.00 | |||
| 8018 | EW~ 6 IN DUCTILE IRON WATERLINE RELOCATION | 10094NX | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 8019 | EW~ 6 IN DUCTILE IRON WATERLINE RELOCATION WITH CASING | 10094NX | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 6,850.00 | 13,700.00 | |||
| 8020 | VALVE-6 INCH Check Valve | 03496 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 8021 | METER VAULT Relocate Existing Meter Vaults | 20142EC | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 8022 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8023 | DROP BOX INLET TYPE 13G | 01559 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 8024 | JUNCTION BOX | 01650 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DB10900757011 | Fed/State Project Number | HARDIN DESIGN BUILD | Category | 0002 DEMOBILIZATION | |||||||
| 0760 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 141,650.00 | 141,650.00 | |||
| 0770 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,945.00 | 0.00 | |||
| 0780 | DESIGN FEE-ROADWAY | 22040NN | LS | 1.00 | 1.000 | 0.900 | 0.900 | 282,350.00 | 254,115.00 | |||
| SUBTOT | $23,090.00 |
$2,451,754.395 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||