|
ContID 041000 EST NO 0025 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 041000 | Estimate Number | 0025 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05314) Bailey, Kevin J., P.E. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | MARS ADDR SN 1 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 08/25/2007 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | D056144704005 | ||||||
| Project No. | STPM 8707(23) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WESTPORT ROAD(KY1447) | ||||||
| Description | FROM WATTERSON EXPRESSWAY TO HERR LANE | ||||||
| Date Let | 05/14/2004 | Formal Acceptance | 05/24/2006 | ||||
| Date Awarded | 05/28/2004 | Date Work Began | 07/09/2004 | ||||
| Date Contract Executed | 06/22/2004 | Open To Traffic | 10/14/2005 | ||||
| Date NTP Issued | 06/22/2004 | Actual Completion Date | 10/14/2005 | ||||
| Current Contract Amount | $6,156,211.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,527,399.43 |
Total Earnings | $6,112,768.87 |
$6,092,518.87 |
$20,250.00 |
|
| Percent Complete | 99.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $61,099.14 |
Gross Earnings | $6,112,768.87 |
$6,092,518.87 |
$0.00 |
|
| Total Change Orders | $628,811.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,095,111.99 |
$6,074,861.99 |
20,250.00 |
|||
| Contract Id | 041000 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0025 | Project Number | STPM 8707(23) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 08/25/2007 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 54 in Storm Drain Class 5 in lieu of Class 3 for future work | Approved | 03/14/2005 | $21,092.70 | 0.0 | |||||
| 002 | Extra Seeding- Initial Gasline Relocation - Waterline Credit | Approved | 03/18/2005 | $16,505.61 | 0.0 | |||||
| 003 | TRIMARC Camera / Debris Removal | Approved | 03/24/2005 | $79,775.81 | 0.0 | |||||
| 004 | Geo Fabric For Pipe Wrap / Culvert Ext for Ramps | Approved | 03/24/2005 | $51,592.00 | 0.0 | |||||
| 005 | Clearing / Prep / Surveying and Embankment for Ramps | Approved | 04/14/2005 | $62,765.00 | 0.0 | |||||
| 006 | Relocate Sanitary Sewer / Various Drainage Issues | Approved | 09/20/2005 | $59,642.30 | 2.0 | |||||
| 007 | Water Changes & Overruns / Repair Irrigation / Change Curb | Approved | 05/09/2006 | $44,547.78 | 0.0 | |||||
| 008 | Claim Settlement for Utility Delays | Approved | 10/09/2006 | $288,203.64 | 0.0 | |||||
| 009 | Extra Pipe / Extra Utility Costs | Approved | 11/08/2006 | $4,686.86 | 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 |
||
| D056144704005 | 0040 | CL3 ASPH BASE 0.75D PG70-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0012 | -20.00 |
$34.00 |
$-680.00 |
||
| D056144704005 | 0030 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0014 | 0.00 |
$0.00 |
$1,896.83 |
||
| D056144704005 | 0040 | CL3 ASPH BASE 0.75D PG70-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0014 | 0.00 |
$0.00 |
$432.91 |
||
| D056144704005 | 0040 | CL3 ASPH BASE 0.75D PG70-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0014 | 0.00 |
$0.00 |
$2,865.08 |
||
| D056144704005 | 0030 | CL3 ASPH BASE 0.75D PG64-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0016 | -112.66 |
$32.00 |
$-3,605.18 |
||
| D056144704005 | 0040 | CL3 ASPH BASE 0.75D PG70-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0016 | -68.86 |
$34.00 |
$-2,341.24 |
||
| D056144704005 | 0050 | CL3 ASPH SURF 0.50A PG70-22 | QUALITY CONTROL QUALITY ACCEPTANCE | 0016 | 52.34 |
$41.00 |
$2,146.10 |
||
| D056144704005 | 0030 | CL3 ASPH BASE 0.75D PG64-22 | ASPHALT LOT PAY ADJUSTMENT | 0021 | 11.84 |
$32.00 |
$379.14 |
||
| D056144704005 | 0040 | CL3 ASPH BASE 0.75D PG70-22 | ASPHALT LOT PAY ADJUSTMENT | 0021 | 20.00 |
$34.00 |
$680.00 |
||
| D056144704005 | 0050 | CL3 ASPH SURF 0.50A PG70-22 | RIDEABILITY | 0024 | 0.00 |
$0.00 |
$-19,430.52 |
||
| Contract Id | 041000 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | D056144704005 | ||||||
| Estimate Nbr | 0025 | Period | 08/25/2007 TO 01/25/2008 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | D056144704005 | Fed/State Project Number | STPM 8707(23) | 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 | 10,114.00 | 10,114.000 | 10,548.460 | 10,548.460 | 17.00 | 179,323.82 | ||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 46.00 | 46.000 | 92.000 | 92.000 | 45.00 | 4,140.00 | ||
| 0030 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 4,880.00 | 4,880.000 | 5,190.530 | 5,190.530 | 32.00 | 166,096.96 | ||
| 0040 | CL3 ASPH BASE 0.75D PG70-22 | 00224 | TON | 10,959.00 | 10,725.000 | 10,592.040 | 10,592.040 | 34.00 | 360,129.36 | ||
| 0050 | CL3 ASPH SURF 0.50A PG70-22 | 00331 | TON | 2,895.00 | 2,895.000 | 3,249.230 | 3,249.230 | 41.00 | 133,218.43 | ||
| 0060 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 13,257.00 | 3,257.000 | 1,800.410 | 1,800.410 | 2.50 | 4,501.02 | ||
| 0070 | CULVERT PIPE-66 INCH EQUIV | 00502 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 160.00 | 1,920.00 | ||
| 0080 | STORM SEWER PIPE-12 INCH | 00520 | LF | 89.00 | 89.000 | 183.000 | 183.000 | 43.00 | 7,869.00 | ||
| 0090 | STORM SEWER PIPE-15 INCH | 00521 | LF | 562.00 | 483.000 | 483.000 | 483.000 | 32.00 | 15,456.00 | ||
| 0100 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,254.00 | 1,225.000 | 1,224.500 | 1,224.500 | 36.00 | 44,082.00 | ||
| 0110 | STORM SEWER PIPE-24 INCH | 00524 | LF | 358.00 | 358.000 | 354.000 | 354.000 | 45.00 | 15,930.00 | ||
| 0120 | STORM SEWER PIPE-27 INCH | 00525 | LF | 588.00 | 584.000 | 584.000 | 584.000 | 55.00 | 32,120.00 | ||
| 0130 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,297.00 | 1,233.000 | 1,233.000 | 1,233.000 | 67.00 | 82,611.00 | ||
| 0140 | STORM SEWER PIPE-36 INCH | 00528 | LF | 120.00 | 112.000 | 112.000 | 112.000 | 81.00 | 9,072.00 | ||
| 0150 | STORM SEWER PIPE-42 INCH | 00529 | LF | 800.00 | 793.000 | 792.400 | 792.400 | 99.00 | 78,447.60 | ||
| 0160 | STORM SEWER PIPE-48 INCH | 00530 | LF | 1,114.00 | 1,114.000 | 1,095.000 | 1,095.000 | 94.00 | 102,930.00 | ||
| 0170 | STORM SEWER PIPE-54 INCH | 00531 | LF | 1,039.00 | 603.000 | 603.000 | 603.000 | 120.00 | 72,360.00 | ||
| 0180 | STORM SEWER PIPE-60 INCH | 00532 | LF | 870.00 | 830.000 | 830.000 | 830.000 | 130.00 | 107,900.00 | ||
| 0190 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | LF | 80.00 | 80.000 | 70.000 | 70.000 | 63.00 | 4,410.00 | ||
| 0200 | STORM SEWER PIPE-42 INCH EQUIV | 00559 | LF | 9.00 | 9.000 | 10.000 | 10.000 | 101.00 | 1,010.00 | ||
| 0210 | STORM SEWER PIPE-48 INCH EQUIV | 00560 | LF | 345.00 | 345.000 | 325.000 | 325.000 | 97.00 | 31,525.00 | ||
| 0220 | STORM SEWER PIPE-54 INCH EQUIV | 00561 | LF | 199.00 | 199.000 | 198.500 | 198.500 | 108.00 | 21,438.00 | ||
| 0230 | STORM SEWER PIPE-60 INCH EQUIV | 00562 | LF | 427.00 | 392.000 | 392.000 | 392.000 | 130.00 | 50,960.00 | ||
| 0240 | PERFORATED PIPE-4 INCH | 01000 | LF | 344.00 | 344.000 | 236.000 | 236.000 | 2.90 | 684.40 | ||
| 0250 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,070.00 | 1,070.00 | ||
| 0260 | METAL END SECTION TY 1-30 INCH | 01374 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | ||
| 0270 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | ||
| 0280 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 18.000 | 18.000 | 18.000 | 3,300.00 | 59,400.00 | ||
| 0290 | DROP BOX INLET TYPE 3 | 01496 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,100.00 | 12,600.00 | ||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0310 | DROP BOX INLET TYPE 12A | 01550 | LF | 82.00 | 82.000 | 81.750 | 81.750 | 190.00 | 15,532.50 | ||
| 0320 | DROP BOX INLET TYPE 13G | 01559 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 1,800.00 | 23,400.00 | ||
| 0330 | DROP BOX INLET TYPE 13S | 01568 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 2,700.00 | 37,800.00 | ||
| 0340 | DROP BOX INLET TYPE 14 | 01577 | EACH | 21.00 | 21.000 | 20.000 | 20.000 | 1,300.00 | 26,000.00 | ||
| 0350 | MANHOLE TYPE A | 01756 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | ||
| 0360 | MANHOLE TYPE C | 01767 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 4,700.00 | 32,900.00 | ||
| 0370 | MANHOLE TYPE C MODIFIED | 01768 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,000.00 | 26,000.00 | ||
| 0380 | STANDARD CURB AND GUTTER | 01810 | LF | 7,140.00 | 0.000 | 0.000 | 0.000 | 12.00 | 0.00 | ||
| 0390 | STANDARD HEADER CURB | 01875 | LF | 604.00 | 509.000 | 396.000 | 396.000 | 14.00 | 5,544.00 | ||
| 0400 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 313.00 | 313.000 | 228.410 | 228.410 | 76.00 | 17,359.16 | ||
| 0410 | BARRICADE-TYPE II | 02013 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | ||
| 0420 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 433.10 | 433.100 | 276.350 | 276.350 | 45.00 | 12,435.75 | ||
| 0430 | ROADWAY EXCAVATION | 02200 | CUYD | 43,504.00 | 43,504.000 | 43,504.000 | 43,504.000 | 6.80 | 295,827.20 | ||
| 0440 | GRANULAR EMBANKMENT | 02223 | CUYD | 9,269.00 | 9,269.000 | 9,824.960 | 9,824.960 | 20.00 | 196,499.20 | ||
| 0450 | EMBANKMENT IN PLACE | 02230 | CUYD | 7,674.00 | 7,674.000 | 7,674.000 | 7,674.000 | 8.30 | 63,694.20 | ||
| 0460 | WATER | 02242 | MGAL | 44.00 | 44.000 | 21.000 | 21.000 | 1.00 | 21.00 | ||
| 0470 | FENCE-6 FT CHAIN LINK | 02274 | LF | 1,472.00 | 1,472.000 | 1,415.000 | 1,415.000 | 17.50 | 24,762.50 | ||
| 0480 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,453.00 | 1,453.00 | ||
| 0490 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 103.00 | 4,429.00 | ||
| 0500 | CHANNEL LINING CLASS III | 02484 | TON | 82.00 | 82.000 | 204.160 | 204.160 | 27.00 | 5,512.32 | ||
| 0510 | CLEARING AND GRUBBING 15.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | ||
| 0520 | SIGNS | 02562 | SQFT | 1,133.00 | 1,133.000 | 575.500 | 575.500 | 4.50 | 2,589.75 | ||
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 56,269.00 | 56,269.000 | 61,116.050 | 61,116.050 | 1.75 | 106,953.08 | ||
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | ||
| 0550 | PRECAST VEHICLE STOP | 02673 | LF | 366.00 | 366.000 | 354.000 | 354.000 | 7.00 | 2,478.00 | ||
| 0560 | TEMPORARY SILT FENCE | 02701 | LF | 1,670.00 | 1,670.000 | 2,405.000 | 2,405.000 | 2.30 | 5,531.50 | ||
| 0570 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 5,100.00 | 5,100.00 | ||
| 0580 | SILT CHECK 79 TYPE I - 20 TYPE II | 02705 | EACH | 99.00 | 99.000 | 43.000 | 43.000 | 220.00 | 9,460.00 | ||
| 0590 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 64.00 | 0.00 | ||
| 0600 | CLEAN SILT CHECK | 02708 | EACH | 396.00 | 396.000 | 0.000 | 0.000 | 27.00 | 0.00 | ||
| 0610 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 6,680.00 | 6,680.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0620 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 3,380.00 | 3,380.000 | 3,484.270 | 3,484.270 | 30.00 | 104,528.10 | ||
| 0630 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | ||
| 0640 | TUBULAR MARKERS | 03225 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 54.00 | 540.00 | ||
| 0650 | TIE-IN STORM SEWER | 03479 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | ||
| 0660 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 28,315.00 | 28,315.000 | 20,000.000 | 20,000.000 | 0.24 | 4,800.00 | ||
| 0670 | SEEDING AND PROTECTION | 05985 | SQYD | 12,546.00 | 12,546.000 | 25,585.650 | 25,585.650 | 0.27 | 6,908.12 | ||
| 0680 | SODDING | 05990 | SQYD | 14,063.00 | 14,063.000 | 18,630.000 | 18,630.000 | 3.00 | 55,890.00 | ||
| 0690 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 31,517.00 | 31,517.000 | 31,709.000 | 31,709.000 | 0.17 | 5,390.53 | ||
| 0700 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 21,387.00 | 21,387.000 | 17,654.000 | 17,654.000 | 0.16 | 2,824.64 | ||
| 0710 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 1,019.00 | 1,019.000 | 1,000.000 | 1,000.000 | 3.85 | 3,850.00 | ||
| 0720 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 251.00 | 251.000 | 228.000 | 228.000 | 9.75 | 2,223.00 | ||
| 0730 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 26,274.00 | 5,274.000 | 2,193.500 | 2,193.500 | 0.48 | 1,052.88 | ||
| 0740 | PAVE MARKING-PAINT PARKING LOT | 06571 | LF | 1,026.00 | 1,026.000 | 1,196.000 | 1,196.000 | 0.30 | 358.80 | ||
| 0750 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 85.00 | 2,380.00 | ||
| 0760 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 145.00 | 435.00 | ||
| 0770 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 104.00 | 104.000 | 100.000 | 100.000 | 26.50 | 2,650.00 | ||
| 0780 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 26.50 | 0.00 | ||
| 0790 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 276.00 | 276.000 | 189.000 | 189.000 | 26.50 | 5,008.50 | ||
| 0800 | CONCRETE-CLASS A | 08100 | CUYD | 19.14 | 19.140 | 15.790 | 15.790 | 1,300.00 | 20,527.00 | ||
| 0810 | STEEL REINFORCEMENT | 08150 | LB | 1,155.00 | 1,155.000 | 1,171.000 | 1,171.000 | 1.00 | 1,171.00 | ||
| 0820 | SILT CHECK (MOD) TYPE II | 20073ES213 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | ||
| 0830 | CLEAN SILT CHECK (MOD) | 20074ES213 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 130.00 | 0.00 | ||
| 0840 | TRASH RACK | 20085EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | ||
| 0850 | BORE & JACK ENCASEMENT PIPE | 20086ES706 | LF | 215.00 | 215.000 | 215.000 | 215.000 | 1,200.00 | 258,000.00 | ||
| 0860 | CURB BOX INLET TY W | 20087EC | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 10,600.00 | 137,800.00 | ||
| 0870 | MANHOLE TYPE Y | 20088ES710 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 16,000.00 | 48,000.00 | ||
| 0880 | REMOVE DROP STRUCTURE | 20089ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 610.00 | 610.00 | ||
| 0890 | HEADWALL SAFETY GATE | 20090EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,130.00 | 2,260.00 | ||
| 0900 | DETENTION BASIN OUTLET STRUCTURE | 20091ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0910 | PRECAST CONCRETE BOX CULVERT 4' X3' | 20092ES611 | LF | 278.00 | 278.000 | 276.000 | 276.000 | 300.00 | 82,800.00 | ||
| 0920 | PAVE MARK HANDICAP SYMBOL (REVISED 5-4-04) | 20206EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15.00 | 30.00 | ||
| 0930 | CAP BOX INLET (REVISED 5-4-04) | 20098EC | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 230.00 | 920.00 | ||
| 0940 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 253.00 | 253.000 | 393.000 | 393.000 | 0.84 | 330.12 | ||
| 0950 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 56.00 | 56.000 | 37.000 | 37.000 | 25.00 | 925.00 | ||
| 8000 | STORM SEWER PIPE-54 INCH CL 5 | 00531 | LF | 0.00 | 408.000 | 404.000 | 404.000 | 144.99 | 58,575.96 | ||
| 8001 | EW~ Demolish LWC Pump House | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,896.78 | 10,896.78 | ||
| 8002 | SEEDING AND PROTECTION Additional Quantities of Seeding for Project | 05985 | SQYD | 0.00 | 4,166.650 | 2,965.650 | 2,965.650 | 0.24 | 711.75 | ||
| 8003 | EW~ GASLINE RELOCATION - INITIAL | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 16,505.61 | 0.00 | ||
| 8006 | EW~ Removal of unknown structure debris near I-264 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,492.72 | 6,492.72 | ||
| 8007 | POLE BASE-HIGH MAST Pole Base for TRIMARC Camera | 04742 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 13,048.60 | 13,048.60 | ||
| 8008 | EW~ 80' Pole w/ Lowering Device | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 24,280.36 | 24,280.36 | ||
| 8009 | EW~ Camera Interface Box | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,590.00 | 1,590.00 | ||
| 8010 | EW~ CCCTV Control Cable | 10093EX | LF | 0.00 | 150.000 | 120.000 | 120.000 | 4.24 | 508.80 | ||
| 8011 | EW~ Dome PTZ Camera | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 14,310.00 | 14,310.00 | ||
| 8012 | EW~ Surge Suppression Device TY III | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 477.00 | 477.00 | ||
| 8013 | EW~ Enclosure Model 334 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 8,480.00 | 8,480.00 | ||
| 8014 | TELEPHONE SERVICE | 04901 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,060.00 | 1,060.00 | ||
| 8015 | EW~ Telephone Cable PE39 | 10093EX | LF | 0.00 | 25.000 | 25.000 | 25.000 | 1.06 | 26.50 | ||
| 8016 | ELECTRICAL SERVICE | 04899 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,533.22 | 1,533.22 | ||
| 8017 | POLE 35 FT WOODEN | 04871 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 756.13 | 756.13 | ||
| 8018 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 84.000 | 0.000 | 0.000 | 1.18 | 0.00 | ||
| 8019 | WIRE-NO. 6 | 04834 | LF | 0.00 | 84.000 | 84.000 | 84.000 | 0.64 | 53.76 | ||
| 8020 | CONDUIT-1 INCH | 04792 | LF | 0.00 | 60.000 | 0.000 | 0.000 | 3.18 | 0.00 | ||
| 8021 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 60.000 | 0.000 | 0.000 | 6.36 | 0.00 | ||
| 8022 | EW~ Lightning Protection System | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,360.00 | 6,360.00 | ||
| 8023 | FABRIC-GEOTEXTILE TYPE IV FOR PIPE BEDDING - Price Per Specs | 02599 | SQYD | 0.00 | 24,500.000 | 19,697.970 | 19,697.970 | 2.00 | 39,395.94 | ||
| 8024 | CULVERT PIPE-15 INCH CLASS V | 00461 | LF | 0.00 | 32.000 | 32.000 | 32.000 | 81.00 | 2,592.00 | ||
| 8025 | CLEARING AND GRUBBING Clearing and Grubbing for Ramp Fill Material | 02545 | LS | ||||||||