|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/04/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081109 | Estimate Number | 0022 | Estimate Type FINAL | |||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | ADDR SN 1 VC Code VC0000193921 | |||||
| P.O. BOX 145496 | |||||||
| CINCINNATI , OH , 45250-5496 | |||||||
| Pay Period | 06/05/2010 TO 05/06/2013 | ||||||
| Date Approved | 08/28/2013 | ||||||
| Primary Proj Number | DE05903710809 | ||||||
| Project No. | CM 8136 (012) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | BUTTERMILK PIKE (KY 371) | ||||||
| Description | EXTEND RIGHT TURN LANE ON KY 371 FROM I-75 SOUTHBOUND RAMP TO KY 2373 | ||||||
| Date Let | 06/27/2008 | Formal Acceptance | 06/04/2010 | ||||
| Date Awarded | 07/09/2008 | Date Work Began | 09/23/2008 | ||||
| Date Contract Executed | 09/08/2008 | Open To Traffic | 07/28/2009 | ||||
| Date NTP Issued | 09/08/2008 | Actual Completion Date | 07/28/2009 | ||||
| Current Contract Amount | $1,773,421.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,576,999.99 |
Total Earnings | $1,665,804.25 |
$1,632,310.63 |
$33,493.62 |
|
| Percent Complete | 93.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $107,617.60 |
Gross Earnings | $1,665,804.25 |
$1,632,310.63 |
$33,493.62 |
|
| Total Change Orders | $196,421.86 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,665,804.25 |
$1,632,310.63 |
$33,493.62 |
|||
| Contract Id | 081109 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0022 | Project Number | CM 8136 (012) | |||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | Period | 06/05/2010 TO 05/06/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Expansion Joint Replacements | Approved | 04/21/2009 | $89,374.84 | 8.0 | |||||
| 002 | Liquidated Damages Override | Approved | 07/30/2009 | $0.00 | 0.0 | |||||
| 003 | Bridge Jacking and Overlay | Approved | 03/26/2010 | $107,047.02 | 10.0 | |||||
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 | 081109 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE05903710809 | ||||||
| Estimate Nbr | 0022 | Period | 06/05/2010 TO 05/06/2013 | |||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | |||||||||
| Project | DE05903710809 | Fed/State Project Number | CM 8136 (012) | 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 | 1,835.00 | 1,835.000 | 1,206.510 | 1,206.510 | 29.00 | 34,988.79 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 474.00 | 474.000 | 892.350 | 892.350 | 61.50 | 54,879.52 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 483.00 | 483.000 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 207.00 | 207.000 | 231.870 | 231.870 | 85.00 | 19,708.95 | |||
| 0050 | STORM SEWER PIPE-15 IN | 00521 | LF | 422.00 | 422.000 | 441.000 | 441.000 | 89.93 | 39,659.13 | |||
| 0060 | STORM SEWER PIPE-18 IN | 00522 | LF | 161.00 | 161.000 | 149.000 | 149.000 | 109.60 | 16,330.40 | |||
| 0070 | STORM SEWER PIPE-30 IN | 00526 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 99.26 | 6,948.20 | |||
| 0080 | REMOVE PIPE | 01310 | LF | 385.50 | 385.500 | 72.500 | 263.000 | 335.500 | 5.00 | 362.50 | 1,677.50 | |
| 0090 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 3.000 | 0.000 | 3.000 | 150.00 | 450.00 | 450.00 | |
| 0100 | CURB BOX INLET TYPE A | 01456 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,700.00 | 16,200.00 | |||
| 0110 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0120 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 1,400.00 | 700.00 | 1,400.00 | |
| 0130 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 0140 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0150 | CAP CURB BOX INLET | 01634 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4.000 | 300.00 | 600.00 | 1,200.00 | |
| 0160 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0170 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 225.00 | 675.00 | |||
| 0180 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0190 | STANDARD CURB AND GUTTER | 01810 | LF | 968.00 | 968.000 | 954.000 | 954.000 | 14.00 | 13,356.00 | |||
| 0200 | LIP CURB AND GUTTER | 01820 | LF | 98.00 | 98.000 | 218.000 | 218.000 | 27.00 | 5,886.00 | |||
| 0210 | STANDARD HEADER CURB | 01875 | LF | 187.00 | 187.000 | 217.500 | 217.500 | 22.00 | 4,785.00 | |||
| 0220 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 900.00 | 440.000 | 440.000 | 440.000 | 13.00 | 5,720.00 | |||
| 0230 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0240 | REMOVE PAVEMENT | 02091 | SQYD | 91.00 | 91.000 | 91.000 | 0.000 | 91.000 | 1.00 | 91.00 | 91.00 | |
| 0250 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 287.00 | 287.000 | 346.130 | 346.130 | 45.00 | 15,575.85 | |||
| 0260 | PAVED DITCH TYPE 1 | 02157 | SQYD | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 0270 | TEMP DITCH | 02159 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0280 | ROADWAY EXCAVATION | 02200 | CUYD | 2,133.00 | 2,133.000 | 119.000 | 2,014.000 | 2,133.000 | 38.05 | 4,527.95 | 81,160.65 | |
| 0290 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 71.00 | 71.000 | 71.000 | 71.000 | 10.00 | 710.00 | |||
| 0300 | WATER | 02242 | MGAL | 14.00 | 14.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0310 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 62.50 | 62.500 | 7.500 | 55.000 | 62.500 | 49.75 | 373.12 | 3,109.37 | |
| 0320 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 100.00 | 100.00 | 100.00 | |
| 0330 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,050.00 | 0.00 | |||
| 0340 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0350 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0360 | CHANNEL LINING CLASS II | 02483 | TON | 3.00 | 3.000 | 14.000 | 14.000 | 265.00 | 3,710.00 | |||
| 0370 | CLEARING AND GRUBBING .91 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,795.73 | 36,795.73 | |||
| 0380 | CONCRETE-CLASS B | 02555 | CUYD | 68.00 | 68.000 | 68.000 | 68.000 | 371.18 | 25,240.24 | |||
| 0390 | SIGNS | 02562 | SQFT | 612.00 | 612.000 | 367.000 | 367.000 | 4.50 | 1,651.50 | |||
| 0400 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,047.00 | 1,047.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0410 | HANDRAIL-TYPE A-1 | 02611 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 70.00 | 7,700.00 | |||
| 0420 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 100.00 | 100.00 | 100.00 | |
| 0430 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 83,500.00 | 83,500.00 | |||
| 0440 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0450 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0460 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 105.00 | 105.000 | 13.180 | 13.180 | 26.60 | 350.58 | |||
| 0470 | SAFELOADING | 02690 | CUYD | 14.00 | 14.000 | 9.000 | 9.000 | 250.00 | 2,250.00 | |||
| 0480 | TEMP SILT FENCE | 02701 | LF | 1,400.00 | 1,400.000 | 344.000 | 344.000 | 1.50 | 516.00 | |||
| 0490 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0500 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0510 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0520 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0530 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0540 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0550 | CLEAN TEMP SILT FENCE | 02709 | LF | 4,200.00 | 4,200.000 | 75.000 | 75.000 | 1.00 | 75.00 | |||
| 0560 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 454.00 | 454.000 | 483.750 | 483.750 | 45.00 | 21,768.75 | |||
| 0570 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0580 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0590 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0600 | RELOCATE CRASH CUSHION | 02898 | EACH | 6.00 | 4.000 | 4.000 | 4.000 | 1,750.00 | 7,000.00 | |||
| 0610 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 600.00 | 240.000 | 240.000 | 240.000 | 35.00 | 8,400.00 | |||
| 0620 | TEMP MULCH | 05952 | SQYD | 9,922.00 | 9,922.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0630 | SODDING | 05990 | SQYD | 1,805.00 | 1,805.000 | 1,718.440 | 1,718.440 | 4.35 | 7,475.21 | |||
| 0640 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,071.00 | 8,071.000 | 5,737.000 | 5,737.000 | 0.22 | 1,262.14 | |||
| 0650 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 4,000.00 | 4,000.000 | -34.000 | 1,602.000 | 1,568.000 | 1.75 | -59.50 | 2,744.00 | |
| 0660 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,500.00 | 3,500.000 | -634.000 | 4,211.000 | 3,577.000 | 1.20 | -760.80 | 4,292.40 | |
| 0670 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,700.00 | 2,700.000 | 2,216.000 | 2,216.000 | 1.20 | 2,659.20 | |||
| 0680 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,464.00 | 1,464.000 | 1,281.000 | 1,281.000 | 2.28 | 2,920.68 | |||
| 0690 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 370.00 | 370.000 | 164.000 | 164.000 | 5.20 | 852.80 | |||
| 0700 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 19.00 | 19.000 | 2.000 | 2.000 | 80.00 | 160.00 | |||
| 0710 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0720 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0730 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 54.00 | 54.000 | 381.500 | 381.500 | 2.00 | 763.00 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 2.43 | 2.430 | 0.750 | 0.750 | 2,500.00 | 1,875.00 | |||
| 0750 | STEEL REINFORCEMENT | 08150 | LB | 148.00 | 148.000 | 7.000 | 7.000 | 1.00 | 7.00 | |||
| 0760 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 2,328.00 | 2,328.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0780 | SAW CUT | 20430ED | LF | 1,285.00 | 1,285.000 | 772.000 | 772.000 | 2.50 | 1,930.00 | |||
| 8004 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -42,000.000 | -42,000.000 | 1.00 | -42,000.00 | |||
| 8009 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8010 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 1,555.000 | 1,555.000 | 1,555.000 | 0.38 | 590.90 | |||
| Project | DE05903710809 | Fed/State Project Number | CM 8136 (012) | Category | 0002 DEMOBILIZATION | |||||||
| 0790 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 23,458.48 | 17,593.86 | 23,458.48 | |
| Project | DE05903710809 | Fed/State Project Number | CM 8136 (012) | Category | 0003 BRIDGE | |||||||
| 0800 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 40.00 | 40.000 | 40.000 | 40.000 | 35.00 | 1,400.00 | |||
| 0810 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 77.90 | 77.900 | 15.207 | 60.000 | 75.207 | 307.63 | 4,678.12 | 23,135.92 | |
| 0820 | MASONRY COATING | 02998 | SQYD | 247.00 | 247.000 | 37.330 | 235.700 | 273.030 | 9.00 | 335.97 | 2,457.27 | |
| 0830 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 12.50 | 142.300 | 142.300 | 142.300 | 140.00 | 19,922.00 | |||
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 20.00 | 20.000 | 19.880 | 19.880 | 50.00 | 994.00 | |||
| 0850 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,999.99 | 80,999.99 | |||
| 0860 | TEST PILES | 08033 | LF | 58.00 | 58.000 | 6.080 | 58.000 | 64.080 | 87.00 | 528.96 | 5,574.96 | |
| 0870 | PILES-STEEL HP12X53 | 08046 | LF | 162.00 | 162.000 | 171.590 | 171.590 | 87.16 | 14,955.78 | |||
| 0880 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 62.50 | 62.500 | 62.500 | 62.500 | 831.26 | 51,953.75 | |||
| 0900 | CONCRETE-CLASS AA | 08104 | CUYD | 148.50 | 142.980 | 3.707 | 133.645 | 137.352 | 864.30 | 3,203.96 | 118,713.33 | |
| 0910 | STEEL REINFORCEMENT | 08150 | LB | 10,896.00 | 11,238.800 | 342.800 | 10,896.000 | 11,238.800 | 1.95 | 668.46 | 21,915.66 | |
| 0920 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 34,442.00 | 34,442.000 | 34,442.000 | 34,442.000 | 2.07 | 71,294.94 | |||
| 0930 | STRUCTURAL STEEL 66146 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 222,600.00 | 222,600.00 | |||
| 0940 | SHEAR CONNECTORS 1336 LBS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0950 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 12.50 | 12.500 | 12.500 | 12.500 | 200.00 | 2,500.00 | |||
| 0960 | EPOXY SAND SLURRY | 08504 | SQYD | 95.00 | 95.000 | 91.300 | 91.300 | 48.00 | 4,382.40 | |||
| 0970 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,290.00 | 1,290.000 | 1,325.680 | 1,325.680 | 8.15 | 10,804.29 | |||
| 0980 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 20.00 | 1.696 | 1.696 | 1.696 | 600.00 | 1,017.60 | |||
| 0990 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 36.00 | 83.040 | 83.039 | 83.039 | 2,300.00 | 190,989.70 | |||
| 1000 | JOINT SEALING | 08540 | LF | 155.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1010 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,290.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1020 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 180.00 | 180.000 | 168.830 | 168.830 | 75.00 | 12,662.25 | |||
| 8000 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 0.00 | 64.900 | 64.900 | 64.900 | 550.00 | 35,695.00 | |||
| 8001 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 0.00 | 64.900 | 64.900 | 64.900 | 550.00 | 35,695.00 | |||
| 8002 | SHIM BEARINGS | 21881NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8005 | EW~ Beam Jacking (Prime) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,012.63 | 14,012.63 | |||
| 8006 | EW~ Beam Jacking (Sub) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,690.51 | 10,690.51 | |||
| 8007 | BLAST CLEANING | 08549 | SQYD | 0.00 | 1,611.000 | 1,611.000 | 1,611.000 | 12.00 | 19,332.00 | |||
| 8008 | CONCRETE-CLASS A Mass Concrete | 08100 | CUYD | 0.00 | 2.000 | 1.340 | 1.340 | 146.16 | 195.85 | |||
| Project | DE05903710809 | Fed/State Project Number | CM 8136 (012) | Category | 0004 SIGNALIZATION | |||||||
| 1030 | CONDUIT-1 1/4 IN | 04793 | LF | 375.00 | 375.000 | 195.000 | 195.000 | 14.40 | 2,808.00 | |||
| 1040 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 208.000 | 208.000 | 10.00 | 2,080.00 | |||
| 1050 | JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 1060 | TRENCHING AND BACKFILLING | 04820 | LF | 331.00 | 331.000 | 405.000 | 405.000 | 3.50 | 1,417.50 | |||
| 1070 | LOOP WIRE | 04830 | LF | 3,254.00 | 3,254.000 | 3,354.000 | 3,354.000 | 0.50 | 1,677.00 | |||
| 1080 | CABLE-NO. 14/5C | 04844 | LF | 3,803.00 | 3,803.000 | 5,074.000 | 5,074.000 | 1.25 | 6,342.50 | |||
| 1090 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,619.00 | 2,619.000 | 3,660.000 | 3,660.000 | 1.25 | 4,575.00 | |||
| 1100 | SIGNAL PEDESTAL | 04882 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 1110 | MESSENGER-10800 LB | 04885 | LF | 595.00 | 595.000 | 556.000 | 556.000 | 3.00 | 1,668.00 | |||
| 1120 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,497.00 | 1,497.000 | 1,397.000 | 1,397.000 | 12.00 | 16,764.00 | |||
| 1130 | PEDESTRIAN DETECTOR | 04900 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 1140 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1150 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
| 1160 | REMOVE POLE | 04939 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 1170 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 1180 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 210.00 | 1,050.00 | |||
| 1190 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 210.00 | 2,100.00 | |||
| 1200 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 1210 | INSTALL TEMP VIDEO CAMERA | 20456NS835 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,300.00 | 6,500.00 | |||
| 1220 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 8003 | EW~ Replace Messenger Cable | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,894.38 | 4,894.38 | |||
| Project | DE05903710809 | Fed/State Project Number | CM 8136 (012) | Category | 0005 TRAFFIC LOOPS | |||||||
| 1230 | SIGNS FOR TRAFFIC LOOPS | 02562 | SQFT | 160.00 | 160.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1240 | MAINTAIN & CONTROL TRAFFIC TRAFFIC LOOPS | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 1250 | ARROW PANEL TRAFFIC LOOPS | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 1260 | CONDUIT-3/4 IN | 04791 | LF | 20.00 | 20.000 | 30.000 | 30.000 | 3.00 | 90.00 | |||
| 1270 | CONDUIT-2 IN | 04795 | LF | 150.00 | 150.000 | 148.000 | 148.000 | 10.00 | 1,480.00 | |||
| 1280 | TRENCHING AND BACKFILLING | 04820 | LF | 150.00 | 150.000 | 148.000 | 148.000 | 3.50 | 518.00 | |||
| 1290 | LOOP WIRE | 04830 | LF | 6,550.00 | 6,550.000 | 4,574.000 | 4,574.000 | 0.50 | 2,287.00 | |||
| 1300 | POLE 35 FT WOODEN | 04871 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1310 | LOOP SAW SLOT AND FILL | 04895 | LF | 575.00 | 575.000 | 564.000 | 564.000 | 12.00 | 6,768.00 | |||
| 1320 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 1330 | INSTALL PAD MOUNT ENCLOSURE | 20213EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1340 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| SUBTOT | $33,493.61 |
$1,665,804.22 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0930-1-0I |
Structural Steel - Beams | LS |
1.00 | 0006 | $101993.90000 | $101,993.90 | ||||||
0930-1-0A |
Structural Steel - Beams | LS |
0.95 | 0011 | $101993.900000 | $-96,894.20 | ||||||
0930-1-0A |
Structural Steel - Beams | LS |
0.05 | 0014 | $101993.900000 | $-5,099.70 | ||||||
| SUBTOT | $0.00 |
|||||||||||