|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/28/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101035 | Estimate Number | 0045 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04300) Ditto, Cody C. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code VC0000098400 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 12/14/2013 TO 05/05/2014 | ||||||
| Date Approved | 05/28/2014 | ||||||
| Primary Proj Number | DE08203131035 | ||||||
| Project No. | JP02 047 0313 NEW ROUTE, JP02 082 0313 NEW ROUTE | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | VINE GROVE-BRANDENBURG ROAD (KY 313) | ||||||
| Description | KY 313 EXTENSION FROM KY 1500 TO ROLLING HILLS DRIVE WITH A TEMPORARY KY 144 CONNECTION | ||||||
| Date Let | 08/27/2010 | Formal Acceptance | 07/24/2013 | ||||
| Date Awarded | 09/10/2010 | Date Work Began | 10/12/2010 | ||||
| Date Contract Executed | 09/27/2010 | Open To Traffic | 07/10/2012 | ||||
| Date NTP Issued | 09/27/2010 | Actual Completion Date | 07/10/2012 | ||||
| Current Contract Amount | $5,302,896.61 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,232,780.74 |
Total Earnings | $5,209,489.07 |
$5,190,583.49 |
$18,905.58 |
|
| Percent Complete | 98.24 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $93,407.54 |
Gross Earnings | $5,209,489.07 |
$5,190,583.49 |
$18,905.58 |
|
| Total Change Orders | $70,115.87 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,209,489.07 |
$5,190,583.49 |
$18,905.58 |
|||
| Contract Id | 101035 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0045 | Project Number | JP02 047 0313 NEW ROUTE, JP02 082 0313 NEW ROUTE | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 12/14/2013 TO 05/05/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt Adjustment Override | Approved | 01/10/2011 | $0.00 | 0.0 | |||||
| 002 | Undercut Footer | Approved | 02/09/2011 | $9,803.00 | 0.0 | |||||
| 003 | Ky 1500 intersection and bridge pier | Approved | 07/28/2011 | $349,661.25 | 25.0 | |||||
| 004 | Lot Pay Adjustment Override | Approved | 09/15/2011 | $0.00 | 0.0 | |||||
| 005 | Asphalt Surface Change | Approved | 04/05/2012 | $16,804.50 | 0.0 | |||||
| 006 | Underrun items | Approved | 12/03/2013 | $-306,152.88 | 0.0 | |||||
| 007 | Non Spec Material Override | Approved | 02/18/2013 | $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 | 101035 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE08203131035 | ||||||
| Estimate Nbr | 0045 | Period | 12/14/2013 TO 05/05/2014 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | DE04703131035 | Fed/State Project Number | JP02 047 0313 NEW ROUTE | 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 57 | 00071 | TON | 44.00 | 44.000 | 40.560 | 40.560 | 17.00 | 689.52 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 100.00 | 100.000 | 7.000 | 7.000 | 13.65 | 95.55 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 25.80 | 1,960.80 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 322.00 | 322.000 | 322.000 | 322.000 | 26.00 | 8,372.00 | |||
| 0050 | CULVERT PIPE-30 IN | 00466 | LF | 141.00 | 141.000 | 141.000 | 141.000 | 43.60 | 6,147.60 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 397.00 | 397.000 | 409.000 | 409.000 | 9.00 | 3,681.00 | |||
| 0070 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 287.00 | 225.500 | 225.500 | 225.500 | 9.00 | 2,029.50 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 620.00 | 4,340.00 | |||
| 0090 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0100 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,700.00 | 7,400.00 | |||
| 0110 | TEMP DITCH | 02159 | LF | 5,624.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | CLEAN TEMP DITCH | 02160 | LF | 5,624.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,470.00 | 2,470.000 | 2,682.670 | 2,682.670 | 28.00 | 75,114.76 | |||
| 0140 | WATER | 02242 | MGAL | 183.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 7,344.00 | 8,346.000 | 7,742.000 | 7,742.000 | 4.44 | 34,374.48 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 86.05 | 2,237.30 | |||
| 0170 | WITNESS POST | 02432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 57.70 | 57.70 | |||
| 0180 | CHANNEL LINING CLASS III | 02484 | TON | 15.00 | 342.000 | 124.590 | 124.590 | 24.00 | 2,990.16 | |||
| 0190 | CLEARING AND GRUBBING 22.6 ACRES;HARDIN COUNTY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 49,000.00 | 49,000.00 | |||
| 0200 | SIGNS | 02562 | SQFT | 152.00 | 152.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0210 | EDGE KEY | 02585 | LF | 67.00 | 63.600 | 63.600 | 63.600 | 40.00 | 2,544.00 | |||
| 0220 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 405.00 | 497.980 | 497.980 | 497.980 | 2.00 | 995.96 | |||
| 0230 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 3,035.00 | 765.000 | 765.000 | 765.000 | 2.10 | 1,606.50 | |||
| 0240 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,310.00 | 1,310.000 | 3,043.770 | 3,043.770 | 2.10 | 6,391.91 | |||
| 0250 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 710.00 | 710.000 | 847.390 | 847.390 | 2.00 | 1,694.78 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC HARDIN COUNTY | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0270 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,560.00 | 0.00 | |||
| 0280 | MOBILIZATION FOR MILL & TEXT HARDIN COUNTY | 02676 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0290 | TEMP SILT FENCE | 02701 | LF | 5,624.00 | 1,005.000 | 1,005.000 | 1,005.000 | 2.10 | 2,110.50 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 54.00 | 13.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 0310 | SILT TRAP TYPE B | 02704 | EACH | 54.00 | 43.000 | 43.000 | 43.000 | 100.00 | 4,300.00 | |||
| 0320 | SILT TRAP TYPE C | 02705 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0330 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 108.00 | 38.000 | 38.000 | 38.000 | 25.00 | 950.00 | |||
| 0340 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 108.00 | 105.000 | 105.000 | 105.000 | 25.00 | 2,625.00 | |||
| 0350 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 54.00 | 7.000 | 7.000 | 7.000 | 25.00 | 175.00 | |||
| 0360 | CLEAN TEMP SILT FENCE | 02709 | LF | 11,248.00 | 60.000 | 60.000 | 60.000 | 0.01 | 0.60 | |||
| 0370 | STAKING HARDIN COUNTY | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0380 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,860.00 | 7,226.110 | 7,226.110 | 7,226.110 | 1.05 | 7,587.41 | |||
| 0390 | TEMP MULCH | 05952 | SQYD | 131,503.00 | 0.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0400 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 128,144.00 | 33,301.430 | 33,301.433 | 33,301.433 | 0.15 | 4,995.21 | |||
| 0410 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 6.000 | 6.000 | 617.00 | 3,702.00 | |||
| 0420 | SEEDING AND PROTECTION | 05985 | SQYD | 90,285.00 | 90,285.000 | 90,285.000 | 90,285.000 | 0.32 | 28,891.20 | |||
| 0430 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,361.00 | 10,361.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,406.00 | 6,406.000 | 9,998.000 | 9,998.000 | 0.12 | 1,199.76 | |||
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 22,372.00 | 27,782.000 | 30,477.000 | 30,477.000 | 0.13 | 3,962.01 | |||
| 0460 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 83.000 | 90.000 | 90.000 | 10.00 | 900.00 | |||
| 0470 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0480 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 90.00 | 810.00 | |||
| 0510 | SAWCUT PAVEMENT | 20550ND | LF | 1,327.00 | 1,327.000 | 1,336.000 | 1,336.000 | 1.75 | 2,338.00 | |||
| 0520 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,303.00 | 0.000 | 0.000 | 0.000 | 5.35 | 0.00 | |||
| 0530 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 232.00 | 232.000 | 232.000 | 232.000 | 5.00 | 1,160.00 | |||
| 0540 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,570.00 | 1,684.000 | 1,684.000 | 1,684.000 | 5.70 | 9,598.80 | |||
| 0550 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 100.00 | 100.000 | 136.000 | 136.000 | 8.90 | 1,210.40 | |||
| 0560 | SILT TRAP TYPE B-PERM | 23862EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 0570 | GRASS SWALE | 23863EC | EACH | 151.00 | 151.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 42,659.890 | 42,659.890 | 1.00 | 42,659.89 | |||
| 8001 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 33,829.580 | 33,829.580 | 1.00 | 33,829.58 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,011.34 | 21,011.34 | |||
| 8004 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,870.00 | 6,870.00 | |||
| 8005 | CLEARING AND GRUBBING Additional Clearing and Grubbing | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,244.78 | 20,244.78 | |||
| 8006 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 17,062.000 | 17,302.000 | 17,302.000 | 4.42 | 76,474.84 | |||
| 8007 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 245.000 | 371.320 | 371.320 | 24.00 | 8,911.68 | |||
| 8008 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 205.000 | 311.000 | 311.000 | 2.00 | 622.00 | |||
| 8009 | CULVERT PIPE-24 IN | 00464 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 53.27 | 7,990.50 | |||
| 8010 | ENTRANCE PIPE-15 IN | 00440 | LF | 0.00 | 30.000 | 30.000 | 30.000 | 25.00 | 750.00 | |||
| 8011 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 2,580.000 | 1,892.240 | 1,892.240 | 14.52 | 27,475.32 | |||
| 8012 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,650.00 | 2,650.00 | |||
| 8013 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,650.00 | 2,650.00 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -3,466.770 | -3,466.770 | 1.00 | -3,466.77 | |||
| 8016 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 850.000 | 620.000 | 620.000 | 56.79 | 35,209.80 | |||
| 8018 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -78.360 | -78.360 | 1.00 | -78.36 | |||
| Project | DE04703131035 | Fed/State Project Number | JP02 047 0313 NEW ROUTE | Category | 0002 PAVING-ASPHALT ALT | |||||||
| 0580 | CRUSHED STONE BASE | 00003 | TON | 8,659.00 | 8,659.000 | 5,811.370 | 5,811.370 | 12.15 | 70,608.14 | |||
| 0590 | LIME STABILIZED ROADBED | 00013 | SQYD | 21,213.00 | 21,213.000 | 16,393.000 | 16,393.000 | 2.58 | 42,293.94 | |||
| 0600 | LIME | 00014 | TON | 401.00 | 401.000 | 301.360 | 301.360 | 135.00 | 40,683.60 | |||
| 0610 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.00 | 22.000 | 55.670 | 55.670 | 110.00 | 6,123.70 | |||
| 0620 | LEVELING & WEDGING PG64-22 | 00190 | TON | 458.00 | 458.000 | 50.150 | 50.150 | 54.00 | 2,708.10 | |||
| 0630 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,675.00 | 6,677.000 | 7,556.990 | 7,556.990 | 40.00 | 302,279.60 | |||
| 0640 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,632.00 | 4,629.000 | 3,450.010 | 3,450.010 | 43.00 | 148,350.43 | |||
| 0650 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 5.540 | 5.540 | 865.00 | 4,792.10 | |||
| 0660 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,737.00 | 1,318.000 | 1,271.550 | 1,271.550 | 50.20 | 63,831.81 | |||
| 0670 | ASPHALT CURING SEAL | 00358 | TON | 22.00 | 22.000 | 13.660 | 13.660 | 565.00 | 7,717.90 | |||
| 0680 | ROADWAY EXCAVATION | 02200 | CUYD | 67,799.00 | 67,799.000 | 69,208.140 | 69,208.140 | 3.28 | 227,002.69 | |||
| 0690 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 172.00 | 0.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0700 | SAND FOR BLOTTER | 02702 | TON | 53.00 | 0.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1030 | PAVEMENT ADJUSTMENT ASPHALT;HARDIN CO.;(ADDED: 8-16-10) | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 99,165.00 | 0.00 | |||
| Project | DE04703131035 | Fed/State Project Number | JP02 047 0313 NEW ROUTE | Category | 0006 DEMOB AND MOB | |||||||
| 1010 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,575.64 | 150,575.64 | |||
| 1020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 76,200.00 | 19,050.00 | 76,200.00 | |
| SUBTOT | $19,050.00 |
$1,739,011.69 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0150-1-0I |
FENCE, WOVEN | LF |
7,344.00 | 0015 | $1.390000 | $10,208.16 | ||||||
0150-1-0A |
FENCE, WOVEN | LF |
3,002.00 | 0015 | $1.390000 | $-4,172.78 | ||||||
0150-1-0A |
FENCE, WOVEN | LF |
1,131.00 | 0016 | $1.390000 | $-1,572.09 | ||||||
0150-1-0A |
FENCE, WOVEN | LF |
2,569.00 | 0030 | $1.390000 | $-3,570.91 | ||||||
0150-1-0A |
FENCE, WOVEN | LF |
642.00 | 0035 | $1.390000 | $-892.38 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE08203131035 | Fed/State Project Number | JP02 082 0313 NEW ROUTE | 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 57 | 00071 | TON | 81.00 | 81.000 | 69.520 | 69.520 | 17.00 | 1,181.84 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 119.00 | 119.000 | 37.680 | 37.680 | 13.65 | 514.33 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 25.80 | 2,167.20 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 31.70 | 0.00 | |||
| 0050 | CULVERT PIPE-18 IN | 00462 | LF | 75.00 | 75.000 | 68.000 | 68.000 | 26.00 | 1,768.00 | |||
| 0060 | CULVERT PIPE-24 IN | 00464 | LF | 547.00 | 547.000 | 544.500 | 544.500 | 34.60 | 18,839.70 | |||
| 0070 | CULVERT PIPE-30 IN | 00466 | LF | 132.00 | 132.000 | 132.000 | 132.000 | 43.60 | 5,755.20 | |||
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 924.00 | 924.000 | 589.000 | 589.000 | 9.00 | 5,301.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 980.00 | 980.000 | 712.000 | 712.000 | 9.00 | 6,408.00 | |||
| 0100 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0110 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 620.00 | 6,200.00 | |||
| 0120 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 0130 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 2,650.00 | 21,200.00 | |||
| 0140 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,700.00 | 11,100.00 | |||
| 0150 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0160 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,850.00 | 2,850.00 | |||
| 0170 | ISLAND CURB AND GUTTER | 01825 | LF | 85.00 | 85.000 | 84.600 | 84.600 | 35.00 | 2,961.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 7.00 | 7.000 | 14.000 | 14.000 | 9.55 | 133.70 | |||
| 0190 | REMOVE PAVEMENT | 02091 | SQYD | 1,749.00 | 1,749.000 | 897.000 | 897.000 | 2.00 | 1,794.00 | |||
| 0200 | TEMP DITCH | 02159 | LF | 9,176.00 | 954.000 | 954.000 | 954.000 | 1.00 | 954.00 | |||
| 0210 | CLEAN TEMP DITCH | 02160 | LF | 9,176.00 | 9,176.000 | 375.000 | 375.000 | 0.01 | 3.75 | |||
| 0220 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,751.00 | 2,751.000 | 3,474.250 | 3,474.250 | 28.00 | 97,279.00 | |||
| 0230 | WATER | 02242 | MGAL | 228.00 | 228.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 13,497.00 | 13,497.000 | 13,511.000 | 13,511.000 | 4.44 | 59,988.84 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,725.00 | 1,725.000 | 1,725.000 | 1,725.000 | 16.75 | 28,893.75 | |||
| 0260 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0270 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,552.00 | 5,104.00 | |||
| 0290 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 117.00 | 117.000 | 204.000 | 204.000 | 36.20 | 7,384.80 | |||
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 113.00 | 113.000 | 113.000 | 113.000 | 86.05 | 9,723.65 | |||
| 0310 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 86.05 | 0.00 | |||
| 0320 | WITNESS POST | 02432 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 57.70 | 115.40 | |||
| 0330 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 7.000 | 7.000 | 5,000.00 | 35,000.00 | |||
| 0340 | CHANNEL LINING CLASS III | 02484 | TON | 35.00 | 35.000 | 1,215.610 | 1,215.610 | 24.00 | 29,174.64 | |||
| 0350 | CLEARING AND GRUBBING 22.6 ACRES (MEADE COUNTY) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,600.00 | 39,600.00 | |||
| 0360 | SIGNS | 02562 | SQFT | 152.00 | 152.000 | 256.000 | 256.000 | 5.00 | 1,280.00 | |||
| 0370 | EDGE KEY | 02585 | LF | 87.00 | 87.000 | 55.000 | 55.000 | 40.00 | 2,200.00 | |||
| 0380 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 713.00 | 713.000 | 832.570 | 832.570 | 2.00 | 1,665.14 | |||
| 0390 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 8,705.00 | 7,547.880 | 7,547.880 | 7,547.880 | 2.10 | 15,850.54 | |||
| 0400 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,165.00 | 1,165.000 | 1,217.770 | 1,217.770 | 2.00 | 2,435.54 | |||
| 0410 | MAINTAIN & CONTROL TRAFFIC MEADE COUNTY | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0420 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,560.00 | 5,120.00 | |||
| 0430 | MOBILIZATION FOR MILL & TEXT MEADE COUNTY | 02676 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0440 | TEMP SILT FENCE | 02701 | LF | 9,176.00 | 4,007.000 | 4,007.000 | 4,007.000 | 2.10 | 8,414.70 | |||
| 0450 | SILT TRAP TYPE A | 02703 | EACH | 89.00 | 13.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 0460 | SILT TRAP TYPE B | 02704 | EACH | 89.00 | 55.000 | 55.000 | 55.000 | 100.00 | 5,500.00 | |||
| 0470 | SILT TRAP TYPE C | 02705 | EACH | 45.00 | 5.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 0480 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 178.00 | 178.000 | 57.000 | 57.000 | 25.00 | 1,425.00 | |||
| 0490 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 178.00 | 178.000 | 116.000 | 116.000 | 25.00 | 2,900.00 | |||
| 0500 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 89.00 | 89.000 | 5.000 | 5.000 | 25.00 | 125.00 | |||
| 0510 | CLEAN TEMP SILT FENCE | 02709 | LF | 18,352.00 | 18,352.000 | 260.000 | 260.000 | 0.01 | 2.60 | |||
| 0520 | STAKING MEADE COUNTY | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0530 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,125.00 | 7,260.700 | 7,260.700 | 7,260.700 | 1.05 | 7,623.73 | |||
| 0540 | TEMP MULCH | 05952 | SQYD | 214,557.00 | 0.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0550 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 210,056.00 | 72,368.700 | 72,368.711 | 72,368.711 | 0.15 | 10,855.30 | |||
| 0560 | TOPDRESSING FERTILIZER | 05966 | TON | 10.00 | 10.000 | 10.000 | 10.000 | 617.00 | 6,170.00 | |||
| 0570 | SEEDING AND PROTECTION | 05985 | SQYD | 172,237.00 | 172,237.000 | 172,237.000 | 172,237.000 | 0.32 | 55,115.84 | |||
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 4,389.00 | 4,389.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0590 | SODDING | 05990 | SQYD | 300.00 | 300.000 | 300.000 | 300.000 | 6.40 | 1,920.00 | |||
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,374.00 | 14,374.000 | 10,742.000 | 10,742.000 | 0.12 | 1,289.04 | |||
| 0610 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 36,965.00 | 20,958.000 | 20,958.000 | 20,958.000 | 0.13 | 2,724.54 | |||
| 0620 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 122.00 | 122.000 | 28.000 | 28.000 | 10.00 | 280.00 | |||
| 0630 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0640 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 90.00 | 540.00 | |||
| 0650 | CONCRETE-CLASS A | 08100 | CUYD | 0.93 | 0.930 | 0.930 | 0.930 | 950.00 | 883.50 | |||
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 8.000 | 8.000 | 2.00 | 16.00 | |||
| 0690 | TEMPORARY PIPE | 20166ES810 | LF | 298.00 | 57.000 | 57.000 | 57.000 | 27.00 | 1,539.00 | |||
| 0700 | COHESIVE PILE CORE (REVISED: 8-23-10) | 20210EN | CUYD | 420.00 | 420.000 | 420.000 | 420.000 | 6.50 | 2,730.00 | |||
| 0710 | SAWCUT PAVEMENT | 20550ND | LF | 151.00 | 151.000 | 348.000 | 348.000 | 1.75 | 609.00 | |||
| 0720 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,262.00 | 1,262.000 | 582.000 | 582.000 | 5.35 | 3,113.70 | |||
| 0730 | ENTRANCE PIPE-36 IN | 22581EN | LF | 73.00 | 73.000 | 73.000 | 73.000 | 67.00 | 4,891.00 | |||
| 0740 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 377.00 | 377.000 | 375.000 | 375.000 | 5.00 | 1,875.00 | |||
| 0750 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 6,280.00 | 6,280.000 | 4,775.830 | 4,775.830 | 5.70 | 27,222.23 | |||
| 0760 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 345.00 | 345.000 | 345.000 | 345.000 | 8.90 | 3,070.50 | |||
| 0770 | SILT TRAP TYPE B-PERM | 23862EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0780 | GRASS SWALE | 23863EC | EACH | 222.00 | 222.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0790 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 325.00 | 325.000 | 445.870 | 445.870 | 86.00 | 38,344.82 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -144.420 | 59,730.080 | 59,585.660 | 1.00 | -144.42 | 59,585.66 | |
| 8001 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 50,734.780 | 50,734.780 | 1.00 | 50,734.78 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -138.040 | -138.040 | 1.00 | -138.04 | |||
| 8017 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 1,700.000 | 1,469.560 | 1,469.560 | 56.79 | 83,456.31 | |||
| 8018 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -117.530 | -117.530 | 1.00 | -117.53 | |||
| Project | DE08203131035 | Fed/State Project Number | JP02 082 0313 NEW ROUTE | Category | 0002 PAVING-ASPHALT ALT | |||||||
| 0800 | CRUSHED STONE BASE | 00003 | TON | 13,629.00 | 13,629.000 | 12,979.060 | 12,979.060 | 12.15 | 157,695.57 | |||
| 0810 | LIME STABILIZED ROADBED | 00013 | SQYD | 29,706.00 | 29,706.000 | 26,305.000 | 26,305.000 | 2.58 | 67,866.90 | |||
| 0820 | LIME | 00014 | TON | 562.00 | 562.000 | 485.640 | 485.640 | 135.00 | 65,561.40 | |||
| 0830 | LEVELING & WEDGING PG64-22 | 00190 | TON | 104.00 | 104.000 | 451.160 | 451.160 | 54.00 | 24,362.64 | |||
| 0840 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,607.00 | 8,607.000 | 7,671.680 | 7,671.680 | 40.00 | 306,867.20 | |||
| 0850 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,474.00 | 6,474.000 | 5,618.420 | 5,618.420 | 43.00 | 241,592.06 | |||
| 0860 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,874.00 | 1,174.000 | 1,107.780 | 1,107.780 | 50.20 | 55,610.55 | |||
| 0870 | ASPHALT CURING SEAL | 00358 | TON | 30.00 | 30.000 | 25.290 | 25.290 | 565.00 | 14,288.85 | |||
| 0880 | ROADWAY EXCAVATION | 02200 | CUYD | 81,627.00 | 81,627.000 | 90,835.350 | 90,835.350 | 3.28 | 297,939.94 | |||
| 0890 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 92.00 | 0.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0900 | SAND FOR BLOTTER | 02702 | TON | 74.00 | 74.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1360 | PAVEMENT ADJUSTMENT ASPHALT;MEADE CO.;(ADDED: 8-16-10) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 129,853.00 | 0.00 | |||
| Project | DE08203131035 | Fed/State Project Number | JP02 082 0313 NEW ROUTE | Category | 0005 BRIDGE | |||||||
| 1160 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 420.00 | 420.000 | 288.880 | 288.880 | 27.50 | 7,944.20 | |||
| 1170 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 630.00 | 630.000 | 752.000 | 752.000 | 2.50 | 1,880.00 | |||
| 1180 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 350.00 | 350.000 | 454.340 | 454.340 | 3.35 | 1,522.03 | |||
| 1190 | MASONRY COATING | 02998 | SQYD | 1,008.00 | 1,008.000 | 1,008.000 | 1,008.000 | 8.86 | 8,930.88 | |||
| 1200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 71.00 | 5,680.00 | |||
| 1210 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 425.00 | 425.000 | 501.510 | 501.510 | 28.50 | 14,293.03 | |||
| 1220 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 300.00 | 350.000 | 335.040 | 335.040 | 40.00 | 13,401.60 | |||
| 1230 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 630.00 | 630.000 | 636.300 | 636.300 | 28.50 | 18,134.55 | |||
| 1240 | TEST PILES | 08033 | LF | 70.00 | 70.000 | 73.580 | 73.580 | 62.00 | 4,561.96 | |||
| 1250 | PRE-DRILLING FOR PILES | 08039 | LF | 304.00 | 304.000 | 304.000 | 304.000 | 91.50 | 27,816.00 | |||
| 1260 | PILES-STEEL HP12X53 | 08046 | LF | 310.00 | 310.000 | 360.810 | 360.810 | 65.00 | 23,452.65 | |||
| 1270 | PILE POINTS-12 IN | 08094 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 98.00 | 2,352.00 | |||
| 1280 | CONCRETE-CLASS A | 08100 | CUYD | 365.10 | 365.100 | 365.100 | 365.100 | 360.00 | 131,436.00 | |||
| 1290 | CONCRETE-CLASS AA | 08104 | CUYD | 680.70 | 680.700 | 680.700 | 680.700 | 360.00 | 245,052.00 | |||
| 1300 | STEEL REINFORCEMENT | 08150 | LB | 66,459.00 | 66,459.000 | 66,459.000 | 66,459.000 | 0.78 | 51,838.02 | |||
| 1310 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 217,235.00 | 217,235.000 | 217,235.000 | 217,235.000 | 0.81 | 175,960.35 | |||
| 1320 | STRUCTURAL STEEL 2235 LBS. (MEADE COUNTY) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1330 | APPROACH SLAB | 08500 | SQYD | 222.00 | 222.000 | 222.220 | 222.220 | 170.00 | 37,777.40 | |||
| 1340 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 2,235.00 | 2,235.000 | 2,235.000 | 2,235.000 | 243.42 | 544,043.70 | |||
| 1350 | RAIL SYSTEM TYPE III | 21532ED | LF | 902.00 | 902.000 | 902.000 | 902.000 | 64.00 | 57,728.00 | |||
| 8002 | MASS CONCRETE Pier 3 undercut | 10040ES | CUYD | 0.00 | 50.000 | 59.080 | 59.080 | 156.06 | 9,220.02 | |||
| 8014 | COST PLUS WORK PIER 3 RISERS 50% | 10080NSD | DOLL | 0.00 | 4,269.110 | 4,269.110 | 4,269.110 | 1.00 | 4,269.11 | |||
| SUBTOT | $-144.42 |
$5,209,489.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1340-1-0I |
I BEAM, TYPE 7 | LF |
2,235.00 | 0006 | $172.197000 | $384,860.29 | ||||||
1290-1-0I |
STAY IN PL FORMS | CUYD |
680.70 | 0007 | $28.530000 | $19,416.69 | ||||||
1310-1-0I |
STEEL REINCO 615GR60 | LB |
64,808.00 | 0007 | $0.410000 | $26,202.55 | ||||||
1310-2-0I |
STEEL REINCO 615GR60 | LB |
47,817.00 | 0008 | $0.404320 | $19,332.92 | ||||||
1310-3-0I |
STEEL REINCO 615GR60 | LB |
104,610.00 | 0009 | $0.510000 | $53,092.45 | ||||||
0240-1-0I |
FENCE, WOVEN | LF |
13,497.00 | 0015 | $1.390000 | $18,760.83 | ||||||
1340-1-0A |
I BEAM, TYPE 7 | LF |
1,117.50 | 0010 | $172.197000 | $-192,430.15 | ||||||
1290-1-0A |
STAY IN PL FORMS | CUYD |
5.00 | 0012 | $28.530000 | $-142.62 | ||||||
1310-3-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0012 | $0.510000 | $-646.59 | ||||||
1310-2-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0012 | $0.404320 | $-515.09 | ||||||
1310-1-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0012 | $0.410000 | $-515.09 | ||||||
1340-1-0A |
I BEAM, TYPE 7 | LF |
695.85 | 0013 | $172.197000 | $-119,823.28 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
660.00 | 0015 | $1.390000 | $-917.40 | ||||||
1290-1-0A |
STAY IN PL FORMS | CUYD |
5.00 | 0015 | $28.530000 | $-142.62 | ||||||
1310-3-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0015 | $0.510000 | $-646.59 | ||||||
1310-2-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0015 | $0.404320 | $-515.09 | ||||||
1310-1-0A |
STEEL REINCO 615GR60 | LB |
1,274.00 | 0015 | $0.410000 | $-515.09 | ||||||
1340-1-0A |
I BEAM, TYPE 7 | LF |
421.65 | 0015 | $172.197000 | $-72,606.86 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
3,977.00 | 0016 | $1.390000 | $-5,528.03 | ||||||
1290-1-0A |
STAY IN PL FORMS | CUYD |
670.00 | 0016 | $28.530000 | $-19,111.48 | ||||||
1310-3-0A |
STEEL REINCO 615GR60 | LB |
102,062.00 | 0016 | $0.510000 | $-51,799.27 | ||||||
1310-2-0A |
STEEL REINCO 615GR60 | LB |
45,269.00 | 0016 | $0.404320 | $-18,302.74 | ||||||
1310-1-0A |
STEEL REINCO 615GR60 | LB |
62,260.00 | 0016 | $0.410000 | $-25,172.37 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
1,958.00 | 0023 | $1.390000 | $-2,721.62 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
275.00 | 0024 | $1.390000 | $-382.25 | ||||||
1290-1-0A |
STAY IN PL FORMS | CUYD |
0.70 | 0032 | $28.530000 | $-19.97 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
3,348.00 | 0035 | $1.390000 | $-4,653.72 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
3,086.00 | 0039 | $1.390000 | $-4,289.54 | ||||||
0240-1-0A |
FENCE, WOVEN | LF |
193.00 | 0041 | $1.390000 | $-268.27 | ||||||
| SUBTOT | $0.00 |
|||||||||||