|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/15/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 069002 | Estimate Number | 0050 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Farmer, Steve P.E. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/10/2011 TO 11/05/2013 | ||||||
| Date Approved | 11/15/2013 | ||||||
| Primary Proj Number | DE034DBLD0602 | ||||||
| Project No. | A1 DESIGN/BUILD | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | DESIGN BUILD NEWTOWN PIKE (KY 922) | ||||||
| Description | DB - ON NEWTOWN PIKE AT (I-75) TO IRONWORKS PIKE | ||||||
| Date Let | 09/08/2006 | Formal Acceptance | 04/22/2010 | ||||
| Date Awarded | 10/03/2006 | Date Work Began | 10/05/2006 | ||||
| Date Contract Executed | 10/04/2006 | Open To Traffic | 06/30/2008 | ||||
| Date NTP Issued | 10/04/2006 | Actual Completion Date | 06/30/2008 | ||||
| Current Contract Amount | $12,669,873.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,025,931.51 |
Total Earnings | $12,666,196.07 |
$12,600,323.36 |
$65,872.71 |
|
| Percent Complete | 99.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,677.30 |
Gross Earnings | $12,666,196.07 |
$12,600,323.36 |
$65,872.71 |
|
| Total Change Orders | $1,643,941.86 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,666,196.07 |
$12,600,323.36 |
$65,872.71 |
|||
| Contract Id | 069002 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0050 | Project Number | A1 DESIGN/BUILD | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 02/10/2011 TO 11/05/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary Fencing | Approved | 03/01/2007 | $75,994.56 | 0.0 | |||||
| 002 | Archaeology Phase 2 | Approved | 03/14/2007 | $59,361.00 | 0.0 | |||||
| 003 | Waterline Relocation | Approved | 05/14/2007 | $953,575.65 | 0.0 | |||||
| 004 | Change in Asphalt Mix Design and Sub-Base Material | Approved | 06/18/2007 | $0.00 | 0.0 | |||||
| 005 | Gasline Relocation | Approved | 07/13/2007 | $17,263.70 | 0.0 | |||||
| 006 | Bridge Revisions and Sewer Encasement | Approved | 08/14/2007 | $93,948.75 | 0.0 | |||||
| 007 | Additional Archaeological Investigations | Approved | 10/31/2007 | $5,700.00 | 0.0 | |||||
| 008 | Waterline Revisions | Approved | 04/28/2008 | $-3,418.44 | 0.0 | |||||
| 009 | Waterline Relocation Item | Approved | 08/27/2008 | $28,520.25 | 0.0 | |||||
| 010 | Fuel and Asphalt, Undercut, misc. | Approved | 02/18/2009 | $389,087.43 | 0.0 | |||||
| 011 | Ride Quality Adjustment | Approved | 10/15/2008 | $23,908.96 | 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 | 069002 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE034DBLD0602 | |||||||
| Estimate Nbr | 0050 | Period | 02/10/2011 TO 11/05/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE034DBLD0602 | Fed/State Project Number | A1 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 | CRUSHED STONE BASE | 00003 | TON | 1,762.00 | 0.000 | 0.000 | 0.000 | 27.79 | 0.00 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 26,936.00 | 0.000 | 0.000 | 0.000 | 27.79 | 0.00 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 29.55 | 29,550.00 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,530.00 | 5,293.420 | 5,293.420 | 5,293.420 | 29.61 | 156,738.16 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 773.00 | 0.000 | 0.000 | 0.000 | 29.61 | 0.00 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,608.00 | 1,608.000 | 1,608.000 | 1,608.000 | 66.64 | 107,157.12 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,685.00 | 1,685.000 | 1,685.000 | 1,685.000 | 62.27 | 104,924.95 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 11,566.00 | 11,566.000 | 11,566.000 | 11,566.000 | 62.27 | 720,214.82 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,649.00 | 16,157.000 | 16,157.000 | 16,157.000 | 62.27 | 1,006,096.39 | |||
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,318.00 | 7,331.000 | 7,331.000 | 7,331.000 | 70.43 | 516,322.33 | |||
| 0110 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 2,272.00 | 0.000 | 0.000 | 0.000 | 68.14 | 0.00 | |||
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 297.00 | 0.000 | 0.000 | 0.000 | 68.14 | 0.00 | |||
| 0130 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 4,798.00 | 0.000 | 0.000 | 0.000 | 76.78 | 0.00 | |||
| 0140 | ENTRANCE PIPE-15 INCH | 00440 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 51.75 | 8,538.75 | |||
| 0150 | ENTRANCE PIPE-18 INCH | 00441 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 55.20 | 5,740.80 | |||
| 0160 | ENTRANCE PIPE-24 INCH | 00443 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 59.80 | 5,621.20 | |||
| 0170 | CULVERT PIPE-15 INCH | 00461 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 72.45 | 6,955.20 | |||
| 0180 | CULVERT PIPE-24 INCH | 00464 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 86.25 | 7,590.00 | |||
| 0190 | CULVERT PIPE-30 INCH | 00466 | LF | 432.00 | 432.000 | 432.000 | 432.000 | 94.30 | 40,737.60 | |||
| 0200 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,050.00 | 1,050.000 | 1,050.000 | 1,050.000 | 6.33 | 6,646.50 | |||
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 210.00 | 210.000 | 210.000 | 210.000 | 11.50 | 2,415.00 | |||
| 0220 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 546.25 | 4,370.00 | |||
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 575.00 | 7,475.00 | |||
| 0240 | REMOVE PIPE | 01310 | LF | 208.00 | 208.000 | 208.000 | 208.000 | 17.25 | 3,588.00 | |||
| 0250 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 0260 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,725.00 | 6,900.00 | |||
| 0270 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,840.00 | 11,040.00 | |||
| 0280 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,415.00 | 14,490.00 | |||
| 0290 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,875.00 | 2,875.00 | |||
| 0300 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,450.00 | 3,450.00 | |||
| 0310 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 862.50 | 1,725.00 | |||
| 0320 | STANDARD CURB AND GUTTER | 01810 | LF | 1,151.00 | 1,286.000 | 1,286.000 | 1,286.000 | 19.55 | 25,141.30 | |||
| 0330 | REMOVE CURB AND GUTTER | 01812 | LF | 1,750.00 | 1,855.000 | 1,855.000 | 1,855.000 | 8.05 | 14,932.75 | |||
| 0340 | REMOVE PAVEMENT | 02091 | SQYD | 29,620.00 | 29,620.000 | 29,620.000 | 29,620.000 | 11.08 | 328,189.60 | |||
| 0350 | TEMPORARY DITCH | 02159 | LF | 11,679.00 | 11,679.000 | 11,679.000 | 11,679.000 | 2.59 | 30,248.61 | |||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 36,975.00 | 47,323.050 | 47,323.050 | 47,323.050 | 14.00 | 662,522.70 | |||
| 0370 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 46.00 | 460.00 | |||
| 0380 | FENCE-WOVEN WIRE | 02261 | LF | 5,792.00 | 0.000 | 0.000 | 0.000 | 7.42 | 0.00 | |||
| 0390 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,935.00 | 7,935.00 | |||
| 0400 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 150.82 | 4,373.78 | |||
| 0410 | WITNESS POST | 02432 | EACH | 29.00 | 0.000 | 0.000 | 0.000 | 60.66 | 0.00 | |||
| 0420 | CHANNEL LINING CLASS II | 02483 | TON | 40.00 | 40.000 | 40.000 | 40.000 | 40.25 | 1,610.00 | |||
| 0430 | CLEARING AND GRUBBING 37.8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,205.00 | 65,205.00 | |||
| 0440 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 18,360.00 | 10,591.540 | 10,591.540 | 10,591.540 | 2.30 | 24,360.54 | |||
| 0450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10.00 | 863.000 | 863.000 | 863.000 | 4.60 | 3,969.80 | |||
| 0460 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
| 0470 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 263,650.00 | 263,650.00 | |||
| 0480 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,500.00 | 57,500.00 | |||
| 0490 | TEMPORARY SILT FENCE | 02701 | LF | 11,679.00 | 11,679.000 | 11,679.000 | 11,679.000 | 2.59 | 30,248.61 | |||
| 0500 | SILT TRAP TYPE A | 02703 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 402.50 | 14,490.00 | |||
| 0510 | SILT TRAP TYPE B | 02704 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 345.00 | 12,420.00 | |||
| 0520 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 108.00 | 108.000 | 108.000 | 108.000 | 115.00 | 12,420.00 | |||
| 0530 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 108.00 | 108.000 | 108.000 | 108.000 | 115.00 | 12,420.00 | |||
| 0540 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 11,679.00 | 11,679.000 | 11,679.000 | 11,679.000 | 0.58 | 6,773.82 | |||
| 0550 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 195,000.00 | 195,000.00 | |||
| 0560 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,590.00 | 7,590.00 | |||
| 0570 | EROSION CONTROL BLANKET | 05950 | SQYD | 49,803.00 | 55,315.000 | 55,315.000 | 55,315.000 | 1.52 | 84,078.80 | |||
| 0580 | TEMPORARY MULCH | 05952 | SQYD | 136,549.00 | 136,549.000 | 136,549.000 | 136,549.000 | 0.17 | 23,213.33 | |||
| 0590 | TOPDRESSING FERTILIZER | 05966 | TON | 4.90 | 4.900 | 4.900 | 4.900 | 592.25 | 2,902.02 | |||
| 0600 | SEEDING AND PROTECTION | 05985 | SQYD | 96,138.00 | 96,138.000 | 96,138.000 | 96,138.000 | 0.46 | 44,223.48 | |||
| 0610 | SODDING | 05990 | SQYD | 7,853.00 | 7,853.000 | 7,853.000 | 7,853.000 | 5.58 | 43,819.74 | |||
| 0620 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 329.00 | 329.000 | 329.000 | 329.000 | 16.56 | 5,448.24 | |||
| 0630 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 60.00 | 60.000 | 60.000 | 60.000 | 21.16 | 1,269.60 | |||
| 0640 | STEEL POST TYPE 2 | 06411 | LF | 428.00 | 428.000 | 428.000 | 428.000 | 6.90 | 2,953.20 | |||
| 0650 | TRENCHING | 06427 | LF | 12,786.00 | 12,786.000 | 12,786.000 | 12,786.000 | 13.20 | 168,775.20 | |||
| 0660 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 552.00 | 552.00 | |||
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 39,987.00 | 39,987.000 | 39,987.000 | 39,987.000 | 0.16 | 6,397.92 | |||
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 66,911.00 | 66,911.000 | 66,911.000 | 66,911.000 | 0.16 | 10,705.76 | |||
| 0690 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 8.05 | 1,239.70 | |||
| 0700 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 15,179.00 | 15,179.000 | 15,179.000 | 15,179.000 | 0.58 | 8,803.82 | |||
| 0710 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 74.75 | 448.50 | |||
| 0720 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 80.50 | 1,288.00 | |||
| 0730 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 143.75 | 575.00 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 1,035.00 | 9,315.00 | |||
| 0750 | STEEL REINFORCEMENT | 08150 | LB | 32.00 | 32.000 | 32.000 | 32.000 | 1.44 | 46.08 | |||
| 0760 | TREE | 20000ES724 | EACH | 95.00 | 95.000 | 95.000 | 95.000 | 280.00 | 26,600.00 | |||
| 0770 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,631.70 | 3,631.70 | |||
| 0780 | SILT TRAP TYPE C | 20496NS843 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 345.00 | 12,420.00 | |||
| 0790 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 108.00 | 108.000 | 108.000 | 108.000 | 86.25 | 9,315.00 | |||
| 0800 | REMOVE EXIST DRY STONE CULVERT TWO CULVERTS | 20666NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,800.00 | 13,800.00 | |||
| 0810 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 32,438.00 | 32,438.000 | 32,438.000 | 32,438.000 | 8.25 | 267,613.50 | |||
| 0820 | DRY STONE MASONRY WALL | 21687EN | LF | 5,684.00 | 5,684.000 | 5,684.000 | 5,684.000 | 316.25 | 1,797,565.00 | |||
| 0830 | REM DRY STONE MASONRY WALL | 21688EN | LF | 5,916.00 | 5,916.000 | 5,916.000 | 5,916.000 | 28.75 | 170,085.00 | |||
| 0840 | MORTARED PIER | 21689NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,025.00 | 8,050.00 | |||
| 0850 | GUARD WALL | 21690EN | LF | 584.00 | 584.000 | 584.000 | 584.000 | 298.54 | 174,347.36 | |||
| 0860 | CELLULAR CONFINEMENT SYSTEM | 21691EN | SQFT | 4,000.00 | 0.000 | 0.000 | 0.000 | 4.89 | 0.00 | |||
| 0870 | S & F BOX INLET-OUTLET-30 IN (MOD) | 21692NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8,625.00 | 34,500.00 | |||
| 0880 | EARTH REFILL | 21694EN | CUYD | 7,977.00 | 7,977.000 | 7,977.000 | 7,977.000 | 16.50 | 131,620.50 | |||
| 8000 | FENCE-TEMPORARY Woven Wire w/Flex Fence Top Board | 02259 | LF | 0.00 | 11,450.000 | 11,450.000 | 11,450.000 | 9.05 | 103,622.50 | |||
| 8001 | EW~ Temporary Gate | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 8002 | FENCE-TEMPORARY Orange Const Protection | 02259 | LF | 0.00 | 2,093.000 | 2,093.000 | 2,093.000 | 5.35 | 11,197.55 | |||
| 8003 | EW~ Archaeology Phase 2 Study | 10098NX | DOLL | 0.00 | 65,061.000 | 65,061.000 | 65,061.000 | 1.00 | 65,061.00 | |||
| 8004 | EW~ 24 IN Pipe Installation | 10093EX | LF | 0.00 | 11,523.000 | 11,523.000 | 11,523.000 | 51.89 | 597,928.47 | |||
| 8005 | WATER MAIN 16 IN INSTALLATION | 20880ED | LF | 0.00 | 80.000 | 80.000 | 80.000 | 105.29 | 8,423.20 | |||
| 8006 | EW~ 12 IN Pipe Installation | 10093EX | LF | 0.00 | 48.000 | 48.000 | 48.000 | 57.34 | 2,752.32 | |||
| 8007 | WATER MAIN 8 IN INSTALLATION | 20878ED | LF | 0.00 | 282.000 | 282.000 | 282.000 | 46.21 | 13,031.22 | |||
| 8008 | WATER MAIN 6 IN INSTALLATION | 20877ED | LF | 0.00 | 480.000 | 480.000 | 480.000 | 26.65 | 12,792.00 | |||
| 8009 | CAP /BLOCK EXISTING WATERLINE | 20128EC | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 522.77 | 4,182.16 | |||
| 8010 | BORE AND JACK PIPE-16 IN | 21399ED | LF | 0.00 | 143.000 | 143.000 | 143.000 | 338.36 | 48,385.48 | |||
| 8011 | BORE AND JACK PIPE-12 IN | 21400ED | LF | 0.00 | 230.000 | 230.000 | 230.000 | 272.19 | 62,603.70 | |||
| 8012 | BORE AND JACK PIPE 36 IN | 21661ES706 | LF | 0.00 | 70.000 | 70.000 | 70.000 | 685.72 | 48,000.40 | |||
| 8013 | STREAM CROSSING | 21997EN | LF | 0.00 | 110.000 | 110.000 | 110.000 | 111.05 | 12,215.50 | |||
| 8014 | WATER SERVICE 1IN DOMESTIC INSTALLATION | 20874ED | LF | 0.00 | 1,321.000 | 1,321.000 | 1,321.000 | 8.65 | 11,426.65 | |||
| 8015 | EW~ Domestic Service Setting Installation | 10094NX | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 247.25 | 1,730.75 | |||
| 8016 | SERVICE LINE DOMESTIC 3 IN HDPE ENCASEMENT | 20333EC | LF | 0.00 | 1,321.000 | 1,321.000 | 1,321.000 | 48.21 | 63,685.41 | |||
| 8017 | INSTALL FIRE HYDRANT | 20329EC | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 633.58 | 1,900.74 | |||
| 8018 | SPREADING STOCKPILED TOPSOIL INCLUDING REMOVING | 05998 | CUYD | 0.00 | 3,500.000 | 3,500.000 | 3,500.000 | 10.00 | 35,000.00 | |||
| 8019 | STAKING FOR WATERLINE RELOCATION | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 8020 | DGA BASE | 00001 | TON | 0.00 | 28,273.000 | 28,273.000 | 28,273.000 | 27.79 | 785,706.67 | |||
| 8021 | CL2 ASPH SURF 0.38D PG64-22 CO # 4 | 00301 | TON | 0.00 | 2,569.000 | 2,569.000 | 2,569.000 | 68.14 | 175,051.66 | |||
| 8022 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 0.00 | 4,803.000 | 4,803.000 | 4,803.000 | 76.78 | 368,774.34 | |||
| 8023 | EW~ Replace Plastic 2IN >1000 ft Coil Pipe | 10093EX | LF | 0.00 | 2,204.000 | 2,204.000 | 2,204.000 | 5.83 | 12,849.32 | |||
| 8024 | EW~ Replace Plastic Service Tee w/ Main | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 118.25 | 118.25 | |||
| 8025 | EW~ Replace Plastic Service Pipe <2 in | 10093EX | LF | 0.00 | 150.000 | 150.000 | 150.000 | 2.42 | 363.00 | |||
| 8026 | EW~ Replace Meter Riser w/ Bracket | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 69.88 | 69.88 | |||
| 8027 | EW~ Replace Meter Assy w/o Cutting | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 52.14 | 52.14 | |||
| 8028 | EW~ Abandon Service Only | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 80.63 | 80.63 | |||
| 8029 | EW~ 2 in Bore w/o Casing (Main Install) | 10093EX | LF | 0.00 | 60.000 | 60.000 | 60.000 | 10.21 | 612.60 | |||
| 8030 | EW~ 2 in Plastic Tie-In | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 91.38 | 182.76 | |||
| 8031 | EW~ 2 in Plastic Tapping Tee (Main) | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 91.38 | 182.76 | |||
| 8032 | EW~ 2 in Plastic Valve | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 80.63 | 80.63 | |||
| 8033 | EW~ Sand and Stone | 10092EX | TON | 0.00 | 0.000 | 0.000 | 0.000 | 22.15 | 0.00 | |||
| 8034 | EW~ Rake, Sow Seed, Mulch | 10093EX | LF | 0.00 | 1,804.000 | 1,804.000 | 1,804.000 | 1.08 | 1,948.32 | |||
| 8035 | EW~ Cost for Additional Bond Capacity | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 125.00 | 125.00 | |||
| 8036 | EW~ Guardwall/Guardrail Revision | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | -50,000.00 | -50,000.00 | |||
| 8038 | STEEL ENCASEMENT PIPE-48 IN LFUCG Sewer Encasement | 20429EC | LF | 0.00 | 153.000 | 153.000 | 153.000 | 498.75 | 76,308.75 | |||
| 8039 | VALVE-24 INCH INSTALL | 23001EX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,416.00 | 1,416.00 | |||
| 8040 | ANCHOR -24 " WATER LINE | 04884 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,077.39 | 4,154.78 | |||
| 8041 | ANCHOR -12" WATER LINE | 04884 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,068.53 | 3,205.59 | |||
| 8042 | VALVE-24 INCH INSTALL BYPASS | 23001EX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,282.74 | 8,565.48 | |||
| 8043 | REDUCER INSTALL 24 IN X 6 IN | 20124EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 507.36 | 507.36 | |||
| 8044 | WATER GATE TYPE 1 TEMPORARY | 02347 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 8045 | EXCAVATION Special Waterline Relocation | 21554EN | CUYD | 0.00 | 1,728.500 | 1,728.500 | 1,728.500 | 16.50 | 28,520.25 | |||
| 8046 | MAINTAIN & CONTROL TRAFFIC Special Median Curb Revision | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 8047 | STAKING Special Median Curb Revision | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 8048 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 250,511.530 | -5,220.920 | 250,511.530 | 245,290.610 | 1.00 | -5,220.92 | 245,290.61 | |
| 8049 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 6,538.880 | 1,543.630 | 6,538.880 | 8,082.510 | 1.00 | 1,543.63 | 8,082.51 | |
| 8050 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 20,786.140 | 20,786.140 | 20,786.140 | 1.00 | 20,786.14 | |||
| 8051 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 28,058.520 | 28,058.520 | 28,058.520 | 1.00 | 28,058.52 | |||
| Project | DE034DBLD0602 | Fed/State Project Number | A1 DESIGN/BUILD | Category | 0002 STREAM MITIGATION | |||||||
| 0890 | CHANNEL LINING CLASS III | 02484 | TON | 30.00 | 30.000 | 30.000 | 30.000 | 42.55 | 1,276.50 | |||
| 0900 | J-HOOK VANE | 07535 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,875.00 | 5,750.00 | |||
| 0910 | CROSS VANE | 07551 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,875.00 | 5,750.00 | |||
| 0920 | TREE | 20000ES724 | EACH | 45.00 | 45.000 | 45.000 | 45.000 | 230.00 | 10,350.00 | |||
| 0930 | SHRUB | 20001ES724 | EACH | 45.00 | 45.000 | 45.000 | 45.000 | 71.30 | 3,208.50 | |||
| 0940 | LIVE STAKES | 20231MD | EACH | 125.00 | 125.000 | 125.000 | 125.000 | 7.53 | 941.25 | |||
| Project | DE034DBLD0602 | Fed/State Project Number | A1 DESIGN/BUILD | Category | 0003 SIGNAL & LIGHTING | |||||||
| 0950 | CONDUIT-1 1/4 INCH | 04793 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 3.45 | 345.00 | |||
| 0960 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 920.00 | 3,680.00 | |||
| 0970 | TRENCHING AND BACKFILLING | 04820 | LF | 125.00 | 125.000 | 125.000 | 125.000 | 11.50 | 1,437.50 | |||
| 0980 | LOOP WIRE | 04830 | LF | 3,500.00 | 3,500.000 | 3,500.000 | 3,500.000 | 0.58 | 2,030.00 | |||
| 0990 | CABLE-NO. 14/5C | 04844 | LF | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 2.30 | 3,220.00 | |||
| 1000 | STEEL STRAIN POLE | 04880 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 11,442.50 | 45,770.00 | |||
| 1010 | MESSENGER-10800 LB | 04885 | LF | 430.00 | 430.000 | 430.000 | 430.000 | 5.75 | 2,472.50 | |||
| 1020 | LOOP SAW SLOT AND FILL | 04895 | LF | 560.00 | 560.000 | 560.000 | 560.000 | 13.80 | 7,728.00 | |||
| 1030 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,750.00 | 5,750.00 | |||
| 1040 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,450.00 | 6,900.00 | |||
| 1050 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,025.00 | 4,025.00 | |||
| 1060 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 230.00 | 1,840.00 | |||
| 1070 | PHONE SERVICE TO CONTROLLER-COMMUNICATE | 21693NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,230.50 | 1,230.50 | |||
| Project | DE034DBLD0602 | Fed/State Project Number | A1 DESIGN/BUILD | Category | 0004 STRUCTURE | |||||||
| 1080 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 250.00 | 250.000 | 250.000 | 250.000 | 40.25 | 10,062.50 | |||
| 1090 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 76.00 | 76.000 | 76.000 | 76.000 | 17.71 | 1,345.96 | |||
| 1100 | MASONRY COATING | 02998 | SQYD | 15.00 | 15.000 | 15.000 | 15.000 | 52.21 | 783.15 | |||
| 1110 | MASONRY COATING | 02998 | SQYD | 40.00 | 40.000 | 40.000 | 40.000 | 52.21 | 2,088.40 | |||
| 1120 | MASONRY COATING | 02998 | SQYD | 87.00 | 87.000 | 87.000 | 87.000 | 52.21 | 4,542.27 | |||
| 1130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 75.90 | 6,679.20 | |||
| 1140 | ARCHITECHTURAL TREATMENT | 07318 | SQYD | 56.00 | 56.000 | 56.000 | 56.000 | 242.88 | 13,601.28 | |||
| 1150 | ARCHITECHTURAL TREATMENT | 07318 | SQYD | 20.00 | 20.000 | 20.000 | 20.000 | 242.88 | 4,857.60 | |||
| 1160 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 349.00 | 349.000 | 349.000 | 349.000 | 28.75 | 10,033.75 | |||
| 1170 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 78.00 | 78.000 | 78.000 | 78.000 | 51.75 | 4,036.50 | |||
| 1180 | CONCRETE-CLASS A | 08100 | CUYD | 203.60 | 203.600 | 203.600 | 203.600 | 489.90 | 99,743.64 | |||
| 1190 | CONCRETE-CLASS AA CONCRETE BARRIER | 08104 | CUYD | 23.40 | 23.400 | 23.400 | 23.400 | 576.15 | 13,481.91 | |||
| 1200 | CONCRETE-CLASS AA SUPERSTRUCTURE | 08104 | CUYD | 89.90 | 89.900 | 89.900 | 89.900 | 796.95 | 71,645.81 | |||
| 1210 | STEEL REINFORCEMENT | 08150 | LB | 30,540.00 | 30,540.000 | 30,540.000 | 30,540.000 | 1.06 | 32,372.40 | |||
| 1220 | STEEL REINF-EPOXY COATED | 08151 | LB | 22,475.00 | 22,475.000 | 22,475.000 | 22,475.000 | 1.18 | 26,520.50 | |||
| 1230 | STEEL REINF-EPOXY COATED | 08151 | LB | 5,575.00 | 5,575.000 | 5,575.000 | 5,575.000 | 1.18 | 6,578.50 | |||
| 1240 | STEEL REINF-EPOXY COATED | 08151 | LB | 1,312.00 | 1,312.000 | 1,312.000 | 1,312.000 | 1.18 | 1,548.16 | |||
| 8037 | EW~ Stone Veneer Barrierwall Treatment | 10093EX | LF | 0.00 | 152.000 | 152.000 | 152.000 | 445.00 | 67,640.00 | |||
| Project | DE034DBLD0602 | Fed/State Project Number | A1 DESIGN/BUILD | Category | 0005 DEMOBILIZATION | |||||||
| 1250 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 463,650.00 | 463,650.00 | |||
| 1260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 278,200.00 | 69,550.00 | 278,200.00 | |
| 1270 | ENGINEERING | 21726NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 965,170.00 | 965,170.00 | |||
| SUBTOT | $65,872.71 |
$12,666,196.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
8038-1-0I |
Sewer Encasement | LF |
153.00 | 0016 | $244.86000 | $37,463.58 | ||||||
8037-1-0I |
Cut Natural Stone | LF |
152.00 | 0031 | $38.600000 | $5,867.20 | ||||||
8038-1-0A |
Sewer Encasement | LF |
153.00 | 0017 | $244.860000 | $-37,463.58 | ||||||
8037-1-0A |
Cut Natural Stone | LF |
76.00 | 0033 | $38.600000 | $-2,933.60 | ||||||
8037-1-0A |
Cut Natural Stone | LF |
76.00 | 0034 | $38.600000 | $-2,933.60 | ||||||
| SUBTOT | $0.00 |
|||||||||||