|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061226 | Estimate Number | 0075 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09360) Dean, P. Jason, P.E. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 03/21/2012 TO 07/11/2012 | ||||||
| Date Approved | 10/18/2012 | ||||||
| Primary Proj Number | DE01000640626 | ||||||
| Project No. | HPD-IM 64-8 (61) 185 | ||||||
| Primary County | BOYD | ||||||
| Name of Road | LEXINGTON-ASHLAND ROAD (I-64) | ||||||
| Description | RECONSTRUCT I-64/KY 180 INTERCHANGE AT CANNONSBURG AND CORRECT SIGHT DISTANCE ON KY 180 0.5 MILE SOUTH OF I-64 | ||||||
| Date Let | 04/28/2006 | Formal Acceptance | 06/09/2009 | ||||
| Date Awarded | 05/04/2006 | Date Work Began | 05/15/2006 | ||||
| Date Contract Executed | 05/09/2006 | Open To Traffic | 11/17/2008 | ||||
| Date NTP Issued | 05/09/2006 | Actual Completion Date | 11/17/2008 | ||||
| Current Contract Amount | $38,054,122.52 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $34,315,732.21 |
Total Earnings | $38,026,621.15 |
$37,884,413.18 |
$142,207.97 |
|
| Percent Complete | 99.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $29,541.47 |
Gross Earnings | $38,026,621.15 |
$37,884,413.18 |
$142,207.97 |
|
| Total Change Orders | $3,738,390.31 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $38,024,581.05 |
$37,882,373.08 |
$142,207.97 |
|||
| Contract Id | 061226 | Change Order Summary |
County | BOYD | ||||||
| Estimate Nbr | 0075 | Project Number | HPD-IM 64-8 (61) 185 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 03/21/2012 TO 07/11/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | I-64 & KY 180 INTERCHANGE RECONSTRUCTION | Approved | 09/26/2006 | $130,658.00 | 0.0 | |||||
| 002 | Water Line / Erosion Control / Trenching | Approved | 04/26/2007 | $194,535.00 | 9.0 | |||||
| 003 | Value Engineering | Approved | 05/02/2007 | $-28,673.80 | 0.0 | |||||
| 004 | Ramp B - Geotech - Plan In-Effeciency | Approved | 04/23/2007 | $193,200.00 | 5.0 | |||||
| 005 | Ramp D - Extra Yardage | Approved | 08/02/2007 | $754,545.60 | 20.0 | |||||
| 006 | Bridge Items | Approved | 05/14/2007 | $99,496.24 | 2.0 | |||||
| 007 | Guardrail End Treatments | Approved | 07/13/2007 | $10,875.63 | 0.0 | |||||
| 008 | Safety Enhancements - Barrier Wall/Rumble Stripes/Lettering | Approved | 09/11/2007 | $60,498.00 | 2.0 | |||||
| 009 | Ramp D - UnderCut | Approved | 09/13/2007 | $73,458.00 | 2.0 | |||||
| 010 | Bridge Change Order Items | Approved | 12/03/2007 | $32,214.21 | 5.0 | |||||
| 011 | HMA CHANGE FOR 0.5 MIX TO 0.38 ALSO ADDITIONAL ON RAMPS & SH | Approved | 01/14/2008 | $233,856.40 | 6.0 | |||||
| 012 | Median Crossover | Approved | 03/04/2008 | $306,475.30 | 7.0 | |||||
| 013 | I-64 @ Ramp A Extra Yardage Cut | Approved | 06/12/2008 | $46,755.00 | 1.0 | |||||
| 014 | Pavment Markings - Type III Seeding - Crash Cushions- Lights | Approved | 09/04/2008 | $245,209.94 | 6.0 | |||||
| 015 | Chevron Drainage - Pipe installation across KY 180 | Approved | 08/27/2008 | $30,467.49 | 1.0 | |||||
| 016 | Under Cut Items | Approved | 10/06/2008 | $217,720.33 | 7.0 | |||||
| 017 | KY 180 Geo-Technical Issues | Approved | 06/26/2008 | $50,309.00 | 1.0 | |||||
| 018 | Sign work, Lighting and MTV | Approved | 02/03/2012 | $84,199.82 | 0.0 | |||||
| 019 | Temp Striping Removal I-64 | Approved | 02/18/2009 | $71,200.00 | 1.0 | |||||
| 020 | Fuel and Asphalt Adjustment | Approved | 07/30/2010 | $485,073.54 | 0.0 | |||||
| 021 | Base- Striping Final Quantity Adjustements/Overrun | Approved | 09/22/2009 | $446,316.61 | 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 |
||
| DE01000640626 | 0020 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0060 | -1.00 |
$480.73 |
$-480.73 |
||
| DE01000640626 | 1140 | PAVE STRIPING-PERM PAINT-6 IN | NON-SPEC MATERIAL DEDUCTION | 0065 | 51,979.00 |
$0.27 |
$14,034.33 |
||
| DE01000640626 | 1140 | PAVE STRIPING-PERM PAINT-6 IN | NON-SPEC MATERIAL DEDUCTION | 0066 | 51,979.00 |
$-0.27 |
$-14,034.33 |
||
| DE01000640626 | 1140 | PAVE STRIPING-PERM PAINT-6 IN | NON-SPEC MATERIAL DEDUCTION | 0066 | 51,979.00 |
$-0.03 |
$-1,559.37 |
||
| Contract Id | 061226 | COMMONWEALTH OF KENTUCKY |
County | BOYD | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE01000640626 | |||||||
| Estimate Nbr | 0075 | Period | 03/21/2012 TO 07/11/2012 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | 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 | 13,138.00 | 4,698.000 | 14,711.220 | 14,711.220 | 26.60 | 391,318.45 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 64,400.00 | 67,800.000 | 50,972.810 | 50,972.810 | 23.60 | 1,202,958.31 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 425.00 | 3,175.000 | 5,001.030 | 5,001.030 | 20.00 | 100,020.60 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 84.00 | 84.000 | 166.400 | 166.400 | 75.00 | 12,480.00 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 477.55 | 477.550 | 807.080 | 807.080 | 71.25 | 57,504.45 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 39,395.00 | 47,907.000 | 45,760.260 | 45,760.260 | 57.95 | 2,651,807.06 | |||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 13,989.00 | 13,989.000 | 16,476.060 | 16,476.060 | 68.90 | 1,135,200.53 | |||
| 0080 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 7,202.00 | 7,202.000 | 5,640.600 | 5,640.600 | 57.95 | 326,872.77 | |||
| 0090 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 4,026.00 | 4,026.000 | 2,671.370 | 2,671.370 | 68.90 | 184,057.39 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,696.00 | 6,696.000 | 7,911.130 | 7,911.130 | 59.75 | 472,690.01 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 57.31 | 57.310 | 36.180 | 36.180 | 470.00 | 17,004.60 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,764.00 | 1,764.000 | 5,274.590 | 5,274.590 | 69.90 | 368,693.84 | |||
| 0130 | CL3 ASPH SURF 0.50C PG76-22 | 00320 | TON | 4,572.00 | 0.000 | 0.000 | 0.000 | 75.40 | 0.00 | |||
| 0140 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 2,686.00 | 0.000 | 315.530 | 315.530 | 78.60 | 24,800.65 | |||
| 0150 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 2,004.00 | 0.000 | 1,366.510 | 1,366.510 | 78.90 | 107,817.63 | |||
| 0160 | ENTRANCE PIPE-15 INCH | 00440 | LF | 166.00 | 166.000 | 134.000 | 134.000 | 32.70 | 4,381.80 | |||
| 0170 | ENTRANCE PIPE-18 INCH | 00441 | LF | 53.00 | 53.000 | 53.000 | 53.000 | 35.90 | 1,902.70 | |||
| 0180 | CULVERT PIPE-15 INCH | 00461 | LF | 233.00 | 233.000 | 56.000 | 56.000 | 57.40 | 3,214.40 | |||
| 0190 | CULVERT PIPE-18 INCH | 00462 | LF | 280.00 | 280.000 | 196.000 | 196.000 | 47.70 | 9,349.20 | |||
| 0200 | CULVERT PIPE-24 INCH | 00464 | LF | 243.00 | 243.000 | 355.000 | 355.000 | 62.80 | 22,294.00 | |||
| 0210 | CULVERT PIPE-30 INCH | 00466 | LF | 179.00 | 179.000 | 179.000 | 179.000 | 75.20 | 13,460.80 | |||
| 0220 | CULVERT PIPE-42 INCH | 00469 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 101.10 | 20,220.00 | |||
| 0230 | CULVERT PIPE-48 INCH | 00470 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 148.90 | 4,020.30 | |||
| 0240 | CULVERT PIPE-54 INCH EQUIV | 00500 | LF | 73.00 | 73.000 | 73.000 | 73.000 | 232.40 | 16,965.20 | |||
| 0250 | STORM SEWER PIPE-15 INCH | 00521 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 66.25 | 4,968.75 | |||
| 0260 | STORM SEWER PIPE-18 INCH | 00522 | LF | 846.00 | 846.000 | 689.000 | 689.000 | 62.90 | 43,338.10 | |||
| 0270 | STORM SEWER PIPE-24 INCH | 00524 | LF | 482.00 | 482.000 | 344.000 | 344.000 | 61.90 | 21,293.60 | |||
| 0280 | STORM SEWER PIPE-30 INCH | 00526 | LF | 341.00 | 341.000 | 416.000 | 416.000 | 154.70 | 64,355.20 | |||
| 0290 | SLOTTED DRAIN PIPE-15 INCH | 00981 | LF | 35.00 | 35.000 | 40.000 | 40.000 | 155.00 | 6,200.00 | |||
| 0300 | PERFORATED PIPE-4 INCH | 01000 | LF | 41,777.00 | 41,777.000 | 41,593.420 | 41,593.420 | 6.65 | 276,596.24 | |||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,596.00 | 2,596.000 | 1,996.000 | 1,996.000 | 12.75 | 25,449.00 | |||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 550.00 | 6,600.00 | |||
| 0330 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 15.00 | 15.000 | 6.000 | 6.000 | 550.00 | 3,300.00 | |||
| 0340 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 48.00 | 48.000 | 52.000 | 52.000 | 585.00 | 30,420.00 | |||
| 0350 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 585.00 | 3,510.00 | |||
| 0360 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0370 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 6.00 | 9.000 | 6.000 | 6.000 | 2,100.00 | 12,600.00 | |||
| 0380 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0390 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,100.00 | 9,300.00 | |||
| 0400 | CURB BOX INLET TYPE B | 01480 | EACH | 9.00 | 4.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0410 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,050.00 | 3,050.00 | |||
| 0420 | DROP BOX INLET TYPE 1 | 01490 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 2,650.00 | 23,850.00 | |||
| 0430 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,750.00 | 8,250.00 | |||
| 0440 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0450 | DROP BOX INLET TYPE 14 | 01577 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,085.00 | 2,085.00 | |||
| 0460 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,475.00 | 1,475.00 | |||
| 0470 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,975.00 | 1,975.00 | |||
| 0480 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0490 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,775.00 | 9,550.00 | |||
| 0500 | ADJUST MANHOLE | 01792 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0510 | LIP CURB AND GUTTER MODIFIED | 01821 | LF | 3,002.00 | 3,002.000 | 2,650.500 | 2,650.500 | 16.75 | 44,395.87 | |||
| 0520 | STANDARD INTEGRAL CURB | 01830 | LF | 340.00 | 340.000 | 352.000 | 352.000 | 10.50 | 3,696.00 | |||
| 0530 | ISLAND INTEGRAL CURB | 01845 | LF | 569.00 | 569.000 | 541.000 | 541.000 | 15.15 | 8,196.15 | |||
| 0540 | STANDARD HEADER CURB | 01875 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 25.50 | 1,785.00 | |||
| 0550 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 414.00 | 414.000 | 584.640 | 584.640 | 57.50 | 33,616.80 | |||
| 0560 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 152.00 | 602.000 | 584.000 | 584.000 | 7.00 | 4,088.00 | |||
| 0570 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 336.00 | 1,405.000 | 1,405.000 | 1,405.000 | 7.00 | 9,835.00 | |||
| 0580 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 30,216.00 | 40,430.000 | 40,110.000 | 40,110.000 | 8.00 | 320,880.00 | |||
| 0590 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 0600 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 9,449.00 | 9,449.000 | 8,900.950 | 8,900.950 | 46.50 | 413,894.17 | |||
| 0610 | JPC PAVEMENT-10 INCH SHLD | 02083 | SQYD | 2,060.00 | 2,060.000 | 2,529.330 | 2,529.330 | 47.50 | 120,143.17 | |||
| 0620 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 564.00 | 564.000 | 277.180 | 277.180 | 44.25 | 12,265.21 | |||
| 0630 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 161.00 | 161.000 | 161.900 | 161.900 | 46.50 | 7,528.35 | |||
| 0640 | TEMPORARY DITCH | 02159 | LF | 19,733.00 | 19,733.000 | 1,458.000 | 1,458.000 | 0.01 | 14.58 | |||
| 0650 | ROADWAY EXCAVATION | 02200 | CUYD | 2,272,682.00 | 2,281,638.000 | 2,260,631.000 | 2,260,631.000 | 4.88 | 11,031,879.28 | |||
| 0660 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 66.65 | 66.650 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0670 | WATER | 02242 | MGAL | 6,486.31 | 6,486.310 | 6,486.310 | 6,486.310 | 0.01 | 64.86 | |||
| 0680 | REMOVE FENCE | 02265 | LF | 2,333.00 | 2,333.000 | 2,333.000 | 2,333.000 | 1.80 | 4,199.40 | |||
| 0690 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 14,806.25 | 15,293.750 | 16,679.500 | 16,679.500 | 15.95 | 266,038.02 | |||
| 0700 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 0710 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 13.000 | 15.000 | 15.000 | 2,200.00 | 33,000.00 | |||
| 0720 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0730 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 600.00 | 6,600.00 | |||
| 0740 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 4.00 | 6.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 0750 | REMOVE GUARDRAIL | 02381 | LF | 11,370.00 | 11,370.000 | 11,075.000 | 11,075.000 | 1.75 | 19,381.25 | |||
| 0760 | REMOVE & RESET GUARDRAIL | 02383 | LF | 361.00 | 361.000 | 2,670.000 | 2,670.000 | 10.00 | 26,700.00 | |||
| 0770 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | |||
| 0780 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 9.00 | 9.000 | 13.000 | 13.000 | 2,000.00 | 26,000.00 | |||
| 0790 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 85.00 | 2,210.00 | |||
| 0800 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 85.00 | 510.00 | |||
| 0810 | CHANNEL LINING CLASS II | 02483 | TON | 10,629.00 | 9,829.000 | 11,770.720 | 11,770.720 | 19.00 | 223,643.68 | |||
| 0820 | CHANNEL LINING CLASS III | 02484 | TON | 8,647.00 | 13,547.000 | 16,904.400 | 16,904.400 | 21.00 | 354,992.40 | |||
| 0830 | CHANNEL LINING CLASS IV | 02488 | CUYD | 15.00 | 415.000 | 394.440 | 394.440 | 20.00 | 7,888.80 | |||
| 0840 | CHANNEL LINING CLASS IV | 02488 | CUYD | 15.00 | 15.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0850 | CLEARING AND GRUBBING 90.01 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 537,500.00 | 537,500.00 | |||
| 0860 | CONCRETE-CLASS B | 02555 | CUYD | 73.34 | 73.340 | 117.230 | 117.230 | 462.00 | 54,160.26 | |||
| 0870 | SIGNS | 02562 | SQFT | 991.75 | 991.750 | 2,725.500 | 2,725.500 | 10.00 | 27,255.00 | |||
| 0880 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 18,459.00 | 23,659.000 | 34,665.280 | 34,665.280 | 1.70 | 58,930.97 | |||
| 0890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 3,500.00 | 38,388.000 | 17,438.070 | 17,438.070 | 1.70 | 29,644.71 | |||
| 0900 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 277,400.00 | 277,400.00 | |||
| 0910 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,000.00 | 36,000.00 | |||
| 0920 | TEMPORARY SILT FENCE | 02701 | LF | 3,689.00 | 9,989.000 | 10,370.000 | 10,370.000 | 3.00 | 31,110.00 | |||
| 0930 | SILT TRAP TYPE A | 02703 | EACH | 73.00 | 73.000 | 54.000 | 54.000 | 150.00 | 8,100.00 | |||
| 0940 | SILT TRAP TYPE B | 02704 | EACH | 69.00 | 69.000 | 17.000 | 17.000 | 150.00 | 2,550.00 | |||
| 0950 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 73.00 | 73.000 | 23.000 | 23.000 | 10.00 | 230.00 | |||
| 0960 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 69.00 | 69.000 | 10.000 | 10.000 | 10.00 | 100.00 | |||
| 0970 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,689.00 | 3,689.000 | 1,540.000 | 1,540.000 | 0.10 | 154.00 | |||
| 0980 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 445,000.00 | 445,000.00 | |||
| 0990 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 1000 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 1010 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 16.00 | 12.000 | 11.000 | 11.000 | 5,200.00 | 57,200.00 | |||
| 1020 | RELOCATE CRASH CUSHION | 02898 | EACH | 20.00 | 20.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
| 1030 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 17,125.00 | 19,225.000 | 20,046.000 | 20,046.000 | 22.50 | 451,035.00 | |||
| 1040 | EROSION CONTROL BLANKET | 05950 | SQYD | 98,039.00 | 50,360.000 | 56,342.800 | 56,342.800 | 1.30 | 73,245.64 | |||
| 1050 | TEMPORARY MULCH | 05952 | SQYD | 435,648.00 | 435,648.000 | 450,026.300 | 450,026.300 | 0.12 | 54,003.15 | |||
| 1060 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 16,875.00 | 84,875.000 | 93,817.000 | 93,817.000 | 0.18 | 16,887.06 | |||
| 1070 | TOPDRESSING FERTILIZER | 05966 | TON | 8.73 | 8.730 | 10.000 | 10.000 | 500.00 | 5,000.00 | |||
| 1080 | SEEDING AND PROTECTION | 05985 | SQYD | 168,757.00 | 23,930.000 | 94,435.550 | 94,435.550 | 0.28 | 26,441.95 | |||
| 1090 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 66,242.00 | 66,242.000 | 48,192.000 | 48,192.000 | 0.17 | 8,192.64 | |||
| 1100 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 163.00 | 163.000 | 121.000 | 121.000 | 30.00 | 3,630.00 | |||
| 1110 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 80.00 | 80.000 | 67.000 | 67.000 | 30.00 | 2,010.00 | |||
| 1120 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 157,868.00 | 178,868.000 | 180,780.000 | 180,780.000 | 0.21 | 37,963.80 | |||
| 1130 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 30,959.00 | 30,959.000 | 40,705.000 | 40,705.000 | 0.23 | 9,362.15 | |||
| 1140 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 400.00 | 285,400.000 | 349,712.000 | 349,712.000 | 0.30 | 104,913.60 | |||
| 1150 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 360.00 | 49,360.000 | 49,690.000 | 49,690.000 | 1.60 | 79,504.00 | |||
| 1160 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 25,902.00 | 25,902.000 | 21,163.000 | 21,163.000 | 0.68 | 14,390.84 | |||
| 1170 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 9,275.00 | 9,275.000 | 8,513.000 | 8,513.000 | 0.68 | 5,788.84 | |||
| 1180 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 5,361.00 | 5,361.000 | 3,385.000 | 3,385.000 | 4.00 | 13,540.00 | |||
| 1190 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 384.00 | 384.000 | 957.800 | 957.800 | 6.50 | 6,225.70 | |||
| 1200 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 756.00 | 756.000 | 5,088.000 | 5,088.000 | 1.10 | 5,596.80 | |||
| 1210 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 39.00 | 39.000 | 68.000 | 68.000 | 120.00 | 8,160.00 | |||
| 1220 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 258.00 | 258.000 | 168.000 | 168.000 | 28.50 | 4,788.00 | |||
| 1230 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 254.00 | 254.000 | 248.000 | 248.000 | 28.50 | 7,068.00 | |||
| 1240 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 158.00 | 158.000 | 388.000 | 388.000 | 28.50 | 11,058.00 | |||
| 1250 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 233.00 | 233.000 | 209.000 | 209.000 | 28.50 | 5,956.50 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 16.28 | 16.280 | 16.640 | 16.640 | 670.00 | 11,148.80 | |||
| 1270 | CONCRETE-CLASS A | 08100 | CUYD | 48.77 | 48.770 | 37.600 | 37.600 | 670.00 | 25,192.00 | |||
| 1280 | STEEL REINFORCEMENT | 08150 | LB | 652.00 | 652.000 | 652.000 | 652.000 | 1.00 | 652.00 | |||
| 1290 | STEEL REINFORCEMENT | 08150 | LB | 3,202.00 | 3,202.000 | 2,440.500 | 2,440.500 | 1.00 | 2,440.50 | |||
| 1300 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 27,000.00 | 54,000.00 | |||
| 1310 | SILT TRAP TYPE C | 20496NS843 | EACH | 7.00 | 7.000 | 16.000 | 16.000 | 400.00 | 6,400.00 | |||
| 1320 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1330 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1340 | JPC PAVEMENT DRAINAGE BLANKET | 21286ED | TON | 653.00 | 653.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,000.00 | 1,000.000 | 1,093.330 | 1,093.330 | 2.00 | 2,186.66 | |||
| 3240 | INFORMAL PARTNERING | 21498ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 3250 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 3280 | EARTHWORK MITIGATION MUST NOT EXCEED $582521.00 | 21477ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 183,310.00 | 183,310.00 | |||
| 3300 | ASPHALT COLD MIX | 21544EN | TON | 100.00 | 100.000 | 129.070 | 129.070 | 125.00 | 16,133.75 | |||
| 8000 | PAVE STRIPING-TEMP REM TAPE-B STRIPING - TEMPORARY BLACKOUTS | 06549 | LF | 0.00 | 1,500.000 | 1,433.000 | 1,433.000 | 3.50 | 5,015.50 | |||
| 8001 | ROADWAY EXCAVATION ROADWAY EXCAVATION - RAMP C - GEOTECH ERROR | 02200 | CUYD | 0.00 | 10,600.000 | 10,600.000 | 10,600.000 | 4.88 | 51,728.00 | |||
| 8002 | ROADWAY EXCAVATION RAMP B & C - TYPICAL SECTION | 02200 | CUYD | 0.00 | 11,000.000 | 11,000.000 | 11,000.000 | 4.88 | 53,680.00 | |||
| 8003 | PERFORATED PIPE-4 INCH EMBANKMENT BENCHING | 01000 | LF | 0.00 | 2,400.000 | 2,950.000 | 2,950.000 | 10.00 | 29,500.00 | |||
| 8005 | FENCE-WOVEN WIRE R/W | 02261 | LF | 0.00 | 7,500.000 | 8,025.800 | 8,025.800 | 5.86 | 47,031.18 | |||
| 8006 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 8007 | ASPH PAVE MILLING & TEXTURING TRENCHING | 02677 | TON | 0.00 | 4,095.000 | 4,102.000 | 4,102.000 | 23.00 | 94,346.00 | |||
| 8020 | LANE CLOSURE PENALTY | 02653 | EACH | 0.00 | -2,000.000 | -2,000.000 | -2,000.000 | 1.00 | -2,000.00 | |||
| 8021 | ROADWAY EXCAVATION Ramp B - Geo-Tech - Plan In-Effeciency | 02200 | CUYD | 0.00 | 40,000.000 | 39,924.000 | 39,924.000 | 4.88 | 194,829.12 | |||
| 8022 | ROADWAY EXCAVATION Roadway Excavation - Special | 02200 | CUYD | 0.00 | 84,000.000 | 84,035.000 | 84,035.000 | 8.72 | 732,785.20 | |||
| 8023 | CONCRETE BARRIER WALL TYPE 9T Barrier Wall - Ramp D | 03171 | LF | 0.00 | 800.000 | 800.000 | 800.000 | 22.50 | 18,000.00 | |||
| 8024 | SEEDING AND PROTECTION Seeding & Protection - Ramp D | 05985 | SQYD | 0.00 | 14,520.000 | 15,174.900 | 15,174.900 | 0.28 | 4,248.97 | |||
| 8026 | RUMBLE STRIPS TYPE 3 | 02695 | LF | 0.00 | 1,344.000 | 1,344.000 | 1,344.000 | 14.75 | 19,824.00 | |||
| 8027 | MAINTAIN & CONTROL TRAFFIC MILLED IN RUMBLES | 21741NC | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 3,600.00 | 10,800.00 | |||
| 8028 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,775.00 | 5,775.00 | |||
| 8029 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 14,478.000 | 13,539.230 | 13,539.230 | 21.60 | 292,447.36 | |||
| 8032 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 0.00 | 4,572.000 | 618.380 | 618.380 | 75.50 | 46,687.69 | |||
| 8033 | CL3 ASPH SURF 0.38A PG76-22 | 20470ES403 | TON | 0.00 | 2,686.000 | 5,617.900 | 5,617.900 | 79.15 | 444,656.78 | |||
| 8034 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 0.00 | 2,004.000 | 1,506.620 | 1,506.620 | 79.25 | 119,399.63 | |||
| 8035 | ROADWAY EXCAVATION I-64 EB @ Ramp A - Bi-furcated Section | 02200 | CUYD | 0.00 | 4,500.000 | 5,949.000 | 5,949.000 | 8.77 | 52,172.73 | |||
| 8036 | PAVE STRIPING-TEMP REM TAPE-W 4 INCH | 06550 | LF | 0.00 | 3,500.000 | 3,685.000 | 3,685.000 | 1.50 | 5,527.50 | |||
| 8038 | PAVE MARK-PAINT LETTERS | 20207EC | EACH | 0.00 | 60.000 | 43.000 | 43.000 | 49.50 | 2,128.50 | |||
| 8039 | HPS LUMINAIRE 1000W | 04770 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 8040 | PAVE MARKING-PRE THERM MERGE ARROW Lane Drop Arrow | 06578 | EACH | 0.00 | 8.000 | 11.000 | 11.000 | 525.00 | 5,775.00 | |||
| 8041 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 200.000 | 100.000 | 100.000 | 8.25 | 825.00 | |||
| 8042 | SAW CUT | 20430ED | LF | 0.00 | 6,200.000 | 6,200.000 | 6,200.000 | 5.80 | 35,960.00 | |||
| 8043 | CRASH CUSHION TYPE VI D | 02888 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 14,300.00 | 57,200.00 | |||
| 8044 | SEEDING AND PROTECTION TYPE III | 05985 | SQYD | 0.00 | 212,000.000 | 177,807.100 | 177,807.100 | 0.35 | 62,232.48 | |||
| 8045 | EROSION CONTROL BLANKET TYPE III | 05950 | SQYD | 0.00 | 162,923.000 | 139,086.160 | 139,086.160 | 1.47 | 204,456.65 | |||
| 8046 | CRASH CUSHION TYPE VI D TL3+ / 70 MPH | 02888 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 24,500.00 | 24,500.00 | |||
| 8047 | ROADWAY EXCAVATION Roadway Excavation - Ramp D - | 02200 | CUYD | 0.00 | 87,000.000 | 84,035.000 | 84,035.000 | 0.05 | 4,201.75 | |||
| 8048 | EROSION CONTROL BLANKET I-64 @ Ramp A - Type III | 05950 | SQYD | 0.00 | 2,000.000 | 3,733.300 | 3,733.300 | 1.47 | 5,487.95 | |||
| 8049 | PAVE STRIPING-TEMP REM TAPE-Y - 4" | 06551 | LF | 0.00 | 3,500.000 | 3,762.000 | 3,762.000 | 1.50 | 5,643.00 | |||
| 8050 | CULVERT PIPE-18 INCH - Extra Work | 00462 | LF | 0.00 | 131.000 | 131.000 | 131.000 | 155.47 | 20,367.48 | |||
| 8052 | SIGNAL-2 SECTION-12 IN Dual Red | 22857NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,519.52 | 5,039.05 | |||
| 8053 | DROP BOX INLET TYPE 13G | 01559 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,000.00 | 15,000.00 | |||
| 8054 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 3,300.000 | 0.000 | 0.000 | 8.77 | 0.00 | |||
| 8056 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 0.00 | 4,000.000 | 3,341.400 | 3,341.400 | 2.42 | 8,086.18 | |||
| 8058 | COST PLUS WORK Reconstruct Median Box | 10080NSD | DOLL | 0.00 | 4,941.260 | 4,941.260 | 4,941.260 | 1.00 | 4,941.26 | |||
| 8061 | PAVE STRIPING REMOVAL-6 INCH Hydro-Blast | 06531 | LF | 0.00 | 68,000.000 | 67,100.000 | 67,100.000 | 0.65 | 43,615.00 | |||
| 8062 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 49,594.800 | 18,434.800 | 18,325.530 | 36,760.330 | 1.00 | 18,434.80 | 36,760.33 | |
| 8063 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 435,478.740 | 435,478.740 | 435,478.740 | 1.00 | 435,478.74 | |||
| 8071 | CLASS A CONCRETE FOR SIGNS REV | 06490 | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 418.00 | 4,180.00 | |||
| 8072 | GMSS GALV STEEL TYPE C REV | 20815ED | LB | 0.00 | 2,561.000 | 2,561.000 | 2,561.000 | 11.66 | 29,861.26 | |||
| 8073 | STEEL REINFORCEMENT FOR SIGNS REV | 06491 | LB | 0.00 | 790.000 | 790.000 | 790.000 | 1.73 | 1,366.70 | |||
| 8200 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 19,405.600 | 19,405.600 | 19,405.600 | 1.00 | 19,405.60 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0002 BRIDGE | |||||||
| 1360 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 527.00 | 527.000 | 210.000 | 210.000 | 1.00 | 210.00 | |||
| 1370 | MASONRY COATING | 02998 | SQYD | 1,353.00 | 1,353.000 | 1,382.360 | 1,382.360 | 1.00 | 1,382.36 | |||
| 1380 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 58.00 | 5,220.00 | |||
| 1390 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 122.00 | 122.000 | 155.300 | 155.300 | 52.00 | 8,075.60 | |||
| 1400 | FOUNDATION PREPARATION 25253 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,700.00 | 9,700.00 | |||
| 1410 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 126.00 | 126.000 | 126.820 | 126.820 | 24.00 | 3,043.68 | |||
| 1420 | TEST PILES | 08033 | LF | 35.00 | 35.000 | 37.150 | 37.150 | 60.00 | 2,229.00 | |||
| 1430 | PILES-STEEL HP14X89 | 08051 | LF | 227.00 | 227.000 | 163.760 | 163.760 | 60.00 | 9,825.60 | |||
| 1440 | PILE POINTS-14 INCH | 08095 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 130.00 | 1,040.00 | |||
| 1450 | CONCRETE-CLASS A | 08100 | CUYD | 187.70 | 187.700 | 187.700 | 187.700 | 530.00 | 99,481.00 | |||
| 1460 | CONCRETE-CLASS AA | 08104 | CUYD | 458.10 | 458.100 | 458.100 | 458.100 | 544.00 | 249,206.40 | |||
| 1470 | STEEL REINFORCEMENT | 08150 | LB | 17,556.00 | 17,556.000 | 17,556.000 | 17,556.000 | 1.04 | 18,258.24 | |||
| 1480 | STEEL REINF-EPOXY COATED | 08151 | LB | 119,441.00 | 120,772.000 | 120,772.000 | 120,772.000 | 1.01 | 121,979.72 | |||
| 1490 | ELECTRICAL CONDUIT 25253 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,600.00 | 14,600.00 | |||
| 1500 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,504.00 | 1,504.000 | 1,504.000 | 1,504.000 | 230.00 | 345,920.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0003 BRIDGE | |||||||
| 1510 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 446.00 | 446.000 | 148.500 | 148.500 | 1.00 | 148.50 | |||
| 1520 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 45.00 | 45.000 | 45.000 | 45.000 | 155.00 | 6,975.00 | |||
| 1530 | REMOVE STRUCTURE 25254 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 1540 | MASONRY COATING | 02998 | SQYD | 1,201.00 | 1,201.000 | 1,244.120 | 1,244.120 | 1.00 | 1,244.12 | |||
| 1550 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 58.00 | 4,872.00 | |||
| 1560 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 17.000 | 112.800 | 112.800 | 52.00 | 5,865.60 | |||
| 1570 | FOUNDATION PREPARATION 25254 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1580 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 286.00 | 286.000 | 230.910 | 230.910 | 24.00 | 5,541.84 | |||
| 1590 | TEST PILES | 08033 | LF | 67.00 | 67.000 | 65.250 | 65.250 | 60.00 | 3,915.00 | |||
| 1600 | PILES-STEEL HP14X89 | 08051 | LF | 390.00 | 390.000 | 361.600 | 361.600 | 60.00 | 21,696.00 | |||
| 1610 | PILE POINTS-14 INCH | 08095 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 130.00 | 910.00 | |||
| 1620 | CONCRETE-CLASS A | 08100 | CUYD | 145.40 | 145.400 | 146.320 | 146.320 | 530.00 | 77,549.60 | |||
| 1630 | CONCRETE-CLASS AA | 08104 | CUYD | 432.10 | 432.100 | 432.100 | 432.100 | 544.00 | 235,062.40 | |||
| 1640 | STEEL REINFORCEMENT | 08150 | LB | 15,811.00 | 15,811.000 | 15,811.000 | 15,811.000 | 1.04 | 16,443.44 | |||
| 1650 | STEEL REINF-EPOXY COATED | 08151 | LB | 122,920.00 | 122,920.000 | 122,920.000 | 122,920.000 | 1.01 | 124,149.20 | |||
| 1660 | ELECTRICAL CONDUIT 25254 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,400.00 | 14,400.00 | |||
| 1670 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,218.30 | 1,218.300 | 1,218.300 | 1,218.300 | 230.00 | 280,209.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0004 BRIDGE | |||||||
| 1680 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 280.00 | 280.000 | 103.320 | 103.320 | 1.00 | 103.32 | |||
| 1690 | MASONRY COATING | 02998 | SQYD | 1,489.00 | 1,489.000 | 682.860 | 682.860 | 1.00 | 682.86 | |||
| 1700 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 58.00 | 3,480.00 | |||
| 1710 | FOUNDATION PREPARATION 25422 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 1720 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 448.00 | 448.000 | 440.960 | 440.960 | 26.00 | 11,464.96 | |||
| 1730 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 49.00 | 49.000 | 26.330 | 26.330 | 24.00 | 631.92 | |||
| 1740 | TEST PILES | 08033 | LF | 252.00 | 252.000 | 252.000 | 252.000 | 60.00 | 15,120.00 | |||
| 1750 | PILES-STEEL HP12X53 | 08046 | LF | 2,170.00 | 2,170.000 | 2,250.340 | 2,250.340 | 47.00 | 105,765.98 | |||
| 1760 | PILES-STEEL HP14X73 | 08050 | LF | 810.00 | 810.000 | 806.090 | 806.090 | 50.00 | 40,304.50 | |||
| 1770 | PILE POINTS-12 INCH | 08094 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 120.00 | 7,680.00 | |||
| 1780 | PILE POINTS-14 INCH | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 130.00 | 1,560.00 | |||
| 1790 | CONCRETE-CLASS A | 08100 | CUYD | 289.40 | 289.400 | 289.400 | 289.400 | 530.00 | 153,382.00 | |||
| 1800 | CONCRETE-CLASS AA | 08104 | CUYD | 376.70 | 385.670 | 385.670 | 385.670 | 544.00 | 209,804.48 | |||
| 1810 | STEEL REINFORCEMENT | 08150 | LB | 38,369.00 | 38,369.000 | 38,369.000 | 38,369.000 | 1.04 | 39,903.76 | |||
| 1820 | STEEL REINF-EPOXY COATED | 08151 | LB | 106,009.00 | 106,654.000 | 106,654.000 | 106,654.000 | 1.01 | 107,720.54 | |||
| 1830 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,159.40 | 1,159.400 | 1,159.400 | 1,159.400 | 204.00 | 236,517.60 | |||
| 8025 | REMOVE STRUCTURE Remove Structure | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 72,000.00 | 72,000.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0005 BRIDGE | |||||||
| 1840 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 354.00 | 354.000 | 141.820 | 141.820 | 1.00 | 141.82 | |||
| 1850 | MASONRY COATING | 02998 | SQYD | 1,826.00 | 1,826.000 | 753.720 | 753.720 | 1.00 | 753.72 | |||
| 1860 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 58.00 | 5,220.00 | |||
| 1870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 160.00 | 160.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 1880 | FOUNDATION PREPARATION 25423 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 1890 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 289.00 | 398.420 | 398.420 | 398.420 | 26.00 | 10,358.92 | |||
| 1900 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 102.00 | 102.000 | 78.130 | 78.130 | 24.00 | 1,875.12 | |||
| 1910 | TEST PILES | 08033 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 60.00 | 7,080.00 | |||
| 1920 | PILES-STEEL HP12X53 | 08046 | LF | 799.00 | 799.000 | 904.150 | 904.150 | 47.00 | 42,495.05 | |||
| 1930 | PILES-STEEL HP14X89 | 08051 | LF | 528.00 | 528.000 | 497.620 | 497.620 | 60.00 | 29,857.20 | |||
| 1940 | PILE POINTS-12 INCH | 08094 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 120.00 | 5,760.00 | |||
| 1950 | PILE POINTS-14 INCH | 08095 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 130.00 | 1,820.00 | |||
| 1960 | CONCRETE-CLASS A | 08100 | CUYD | 407.90 | 407.900 | 407.900 | 407.900 | 530.00 | 216,187.00 | |||
| 1970 | CONCRETE-CLASS AA | 08104 | CUYD | 494.50 | 494.500 | 494.500 | 494.500 | 544.00 | 269,008.00 | |||
| 1980 | STEEL REINFORCEMENT | 08150 | LB | 55,256.00 | 55,256.000 | 55,256.000 | 55,256.000 | 1.04 | 57,466.24 | |||
| 1990 | STEEL REINF-EPOXY COATED | 08151 | LB | 145,015.00 | 172,239.000 | 172,239.000 | 172,239.000 | 1.01 | 173,961.39 | |||
| 2000 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,510.60 | 1,510.600 | 1,510.600 | 1,510.600 | 204.00 | 308,162.40 | |||
| 3260 | ELECTRICAL CONDUIT 25423 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,800.00 | 14,800.00 | |||
| 8030 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 191.44 | 9,572.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0006 BRIDGE | |||||||
| 2010 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 605.00 | 605.000 | 184.080 | 184.080 | 1.00 | 184.08 | |||
| 2020 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 198.00 | 198.000 | 198.000 | 198.000 | 155.00 | 30,690.00 | |||
| 2030 | REMOVE STRUCTURE 25424 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 2040 | MASONRY COATING | 02998 | SQYD | 2,011.00 | 2,011.000 | 1,291.300 | 1,291.300 | 1.00 | 1,291.30 | |||
| 2050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 58.00 | 5,220.00 | |||
| 2060 | FOUNDATION PREPARATION 25424 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,600.00 | 15,600.00 | |||
| 2070 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 284.00 | 284.000 | 281.480 | 281.480 | 24.00 | 6,755.52 | |||
| 2080 | TEST PILES | 08033 | LF | 91.00 | 91.000 | 91.000 | 91.000 | 60.00 | 5,460.00 | |||
| 2090 | PILES-STEEL HP14X89 | 08051 | LF | 1,150.00 | 1,150.000 | 1,133.990 | 1,133.990 | 60.00 | 68,039.40 | |||
| 2100 | PILE POINTS-14 INCH | 08095 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 130.00 | 1,820.00 | |||
| 2110 | CONCRETE-CLASS A | 08100 | CUYD | 256.70 | 256.700 | 256.700 | 256.700 | 530.00 | 136,051.00 | |||
| 2120 | CONCRETE-CLASS AA | 08104 | CUYD | 643.50 | 643.500 | 643.500 | 643.500 | 544.00 | 350,064.00 | |||
| 2130 | STEEL REINFORCEMENT | 08150 | LB | 32,711.00 | 32,711.000 | 32,711.000 | 32,711.000 | 1.04 | 34,019.44 | |||
| 2140 | STEEL REINF-EPOXY COATED | 08151 | LB | 183,827.00 | 183,827.000 | 183,827.000 | 183,827.000 | 1.01 | 185,665.27 | |||
| 2150 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,801.50 | 1,801.500 | 1,801.500 | 1,801.500 | 230.00 | 414,345.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0007 BRIDGE | |||||||
| 2160 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 354.00 | 354.000 | 156.700 | 156.700 | 1.00 | 156.70 | |||
| 2170 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 118.90 | 128.070 | 128.070 | 128.070 | 155.00 | 19,850.85 | |||
| 2180 | REMOVE STRUCTURE 25441 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 2190 | MASONRY COATING | 02998 | SQYD | 1,745.00 | 1,745.000 | 1,530.140 | 1,530.140 | 1.00 | 1,530.14 | |||
| 2200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 58.00 | 5,220.00 | |||
| 2210 | FOUNDATION PREPARATION 25441 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,600.00 | 15,600.00 | |||
| 2220 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 200.00 | 200.000 | 202.310 | 202.310 | 24.00 | 4,855.44 | |||
| 2230 | TEST PILES | 08033 | LF | 192.00 | 192.000 | 191.240 | 191.240 | 60.00 | 11,474.40 | |||
| 2240 | PILES-STEEL HP14X73 | 08050 | LF | 738.00 | 738.000 | 752.030 | 752.030 | 50.00 | 37,601.50 | |||
| 2250 | PILES-STEEL HP14X89 | 08051 | LF | 1,313.00 | 1,313.000 | 1,332.410 | 1,332.410 | 60.00 | 79,944.60 | |||
| 2260 | PILE POINTS-14 INCH | 08095 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 130.00 | 3,120.00 | |||
| 2270 | CONCRETE-CLASS A | 08100 | CUYD | 233.30 | 242.470 | 242.470 | 242.470 | 530.00 | 128,509.10 | |||
| 2280 | CONCRETE-CLASS AA | 08104 | CUYD | 652.50 | 652.500 | 652.500 | 652.500 | 544.00 | 354,960.00 | |||
| 2290 | STEEL REINFORCEMENT | 08150 | LB | 34,863.00 | 37,450.000 | 37,450.000 | 37,450.000 | 1.04 | 38,948.00 | |||
| 2300 | STEEL REINF-EPOXY COATED | 08151 | LB | 186,917.00 | 186,917.000 | 186,917.000 | 186,917.000 | 1.01 | 188,786.17 | |||
| 2310 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,804.60 | 1,804.600 | 1,804.600 | 1,804.600 | 230.00 | 415,058.00 | |||
| 3270 | ELECTRICAL CONDUIT 25441 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,500.00 | 18,500.00 | |||
| 8031 | MECHANICAL REINF COUPLER #10 | 21978NN | EACH | 0.00 | 48.000 | 48.000 | 48.000 | 82.29 | 3,949.92 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0008 BRIDGE | |||||||
| 2320 | FOUNDATION PREPARATION 25653 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,600.00 | 12,600.00 | |||
| 2330 | CONCRETE-CLASS A | 08100 | CUYD | 119.70 | 119.700 | 113.860 | 113.860 | 530.00 | 60,345.80 | |||
| 2340 | STEEL REINFORCEMENT | 08150 | LB | 16,977.00 | 16,977.000 | 16,977.000 | 16,977.000 | 1.04 | 17,656.08 | |||
| 2350 | LIGHTWEIGHT FILL | 20602EC | CUYD | 1,231.00 | 0.000 | 0.000 | 0.000 | 87.40 | 0.00 | |||
| 8019 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 28,673.800 | 28,673.800 | 28,673.800 | 1.00 | 28,673.80 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0009 BRIDGE | |||||||
| 2360 | FOUNDATION PREPARATION 25654 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,400.00 | 0.00 | |||
| 2370 | CONCRETE-CLASS A | 08100 | CUYD | 20.60 | 0.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 2380 | STEEL REINFORCEMENT | 08150 | LB | 2,210.00 | 0.000 | 0.000 | 0.000 | 1.04 | 0.00 | |||
| 2390 | LIGHTWEIGHT FILL | 20602EC | CUYD | 149.00 | 0.000 | 0.000 | 0.000 | 87.40 | 0.00 | |||
| 8010 | CULVERT PIPE-60 INCH Sta 33+77.95 | 00472 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 204.00 | 8,160.00 | |||
| 8011 | FOUNDATION PREPARATION REVISED @ Sta 33+77.95 | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,400.00 | 15,400.00 | |||
| 8016 | STEEL REINFORCEMENT Steel Reinforcement - Pipe Culv. Headwall @ Sta 3+77.95 | 08150 | LB | 0.00 | 343.500 | 343.500 | 343.500 | 1.00 | 343.50 | |||
| 8018 | CONCRETE-CLASS A Pipe Culv Headwall @ Sta. 33+77.95 | 08100 | CUYD | 0.00 | 4.610 | 4.610 | 4.610 | 670.00 | 3,088.70 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0010 BRIDGE | |||||||
| 2400 | FOUNDATION PREPARATION 25655 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 38,300.00 | 0.00 | |||
| 2410 | CONCRETE-CLASS A | 08100 | CUYD | 126.80 | 0.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 2420 | STEEL REINFORCEMENT | 08150 | LB | 14,845.00 | 0.000 | 0.000 | 0.000 | 1.04 | 0.00 | |||
| 2430 | LIGHTWEIGHT FILL | 20602EC | CUYD | 1,074.00 | 0.000 | 0.000 | 0.000 | 87.40 | 0.00 | |||
| 8008 | CULVERT PIPE-60 INCH Sta 45+26.59 | 00472 | LF | 0.00 | 144.000 | 144.000 | 144.000 | 204.00 | 29,376.00 | |||
| 8009 | CULVERT PIPE-60 INCH Sta 45+26.59 | 00472 | LF | 0.00 | 102.000 | 102.000 | 102.000 | 204.00 | 20,808.00 | |||
| 8012 | FOUNDATION PREPARATION REVISED @ STA 45+26.59 | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 62,350.00 | 62,350.00 | |||
| 8013 | LIGHTWEIGHT FILL Revised Lightweight Fill | 20602EC | CUYD | 0.00 | 1,231.000 | 1,231.000 | 1,231.000 | 102.60 | 126,300.60 | |||
| 8014 | JUNCTION BOX-60 INCH Sta 45+26.59 & Sta 33+77.95 | 01649 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 9,000.00 | 27,000.00 | |||
| 8015 | STEEL REINFORCEMENT Steel Reinforcement / Culv Headwall @ Sta. 45+26.59 | 08150 | LB | 0.00 | 687.000 | 687.000 | 687.000 | 1.00 | 687.00 | |||
| 8017 | CONCRETE-CLASS A Culv Pipe Headwall @ Sta 45+26.59 | 08100 | CUYD | 0.00 | 9.220 | 9.220 | 9.220 | 670.00 | 6,177.40 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0011 BRIDGE | |||||||
| 2440 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 455.00 | 455.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 400.00 | 400.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2460 | MASONRY COATING | 02998 | SQYD | 1,377.00 | 1,377.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2470 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 291.00 | 291.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 2480 | FOUNDATION PREPARATION 26076 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,900.00 | 0.00 | |||
| 2490 | CONCRETE-CLASS A | 08100 | CUYD | 111.10 | 111.100 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 2500 | STEEL REINFORCEMENT | 08150 | LB | 13,901.00 | 13,901.000 | 0.000 | 0.000 | 1.04 | 0.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0012 SIGNING | |||||||
| 2510 | GMSS GALV STEEL TYPE A | 06400 | LB | 5,140.00 | 5,140.000 | 2,587.530 | 2,587.530 | 2.37 | 6,132.44 | |||
| 2520 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,075.00 | 2,075.000 | 2,156.000 | 2,156.000 | 15.60 | 33,633.60 | |||
| 2530 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 329.00 | 329.000 | 447.520 | 447.520 | 9.00 | 4,027.68 | |||
| 2540 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 895.00 | 895.000 | 1,378.260 | 1,378.260 | 10.00 | 13,782.60 | |||
| 2550 | STEEL POST TYPE 2 | 06411 | LF | 1,999.00 | 1,999.000 | 3,509.000 | 3,509.000 | 4.40 | 15,439.60 | |||
| 2560 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 2570 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 29.85 | 29.850 | 24.550 | 24.550 | 380.00 | 9,329.00 | |||
| 2580 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,258.00 | 1,258.000 | 1,258.000 | 1,258.000 | 1.50 | 1,887.00 | |||
| 2600 | GMSS GALV STEEL TYPE C | 20815ED | LB | 3,584.00 | 3,584.000 | 7,431.490 | 7,431.490 | 6.40 | 47,561.53 | |||
| 8057 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 220.00 | 2,200.00 | |||
| 8064 | RELOCATE SIGN | 98923N | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 165.00 | 165.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0013 SIGNALS | |||||||
| 2610 | CONDUIT-1 1/4 INCH | 04793 | LF | 1,549.00 | 1,549.000 | 1,126.000 | 1,126.000 | 3.00 | 3,378.00 | |||
| 2620 | CONDUIT-2 INCH | 04795 | LF | 80.00 | 80.000 | 40.000 | 40.000 | 5.00 | 200.00 | |||
| 2630 | JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 500.00 | 8,000.00 | |||
| 2640 | TRENCHING AND BACKFILLING | 04820 | LF | 1,502.00 | 1,502.000 | 1,661.000 | 1,661.000 | 5.00 | 8,305.00 | |||
| 2650 | LOOP WIRE | 04830 | LF | 2,736.00 | 2,736.000 | 9,722.000 | 9,722.000 | 0.25 | 2,430.50 | |||
| 2660 | CABLE-NO. 14/5C | 04844 | LF | 2,779.00 | 2,779.000 | 4,409.000 | 4,409.000 | 1.00 | 4,409.00 | |||
| 2670 | CABLE-NO. 14/7C | 04845 | LF | 50.00 | 50.000 | 60.000 | 60.000 | 1.00 | 60.00 | |||
| 2680 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,854.00 | 2,854.000 | 3,514.000 | 3,514.000 | 1.00 | 3,514.00 | |||
| 2690 | MESSENGER-10800 LB | 04885 | LF | 1,542.00 | 1,542.000 | 1,926.000 | 1,926.000 | 3.00 | 5,778.00 | |||
| 2700 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,296.00 | 1,296.000 | 2,288.000 | 2,288.000 | 6.00 | 13,728.00 | |||
| 2710 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 31.00 | 31.000 | 14.000 | 14.000 | 575.00 | 8,050.00 | |||
| 2720 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 2730 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 2740 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 5,000.00 | 70,000.00 | |||
| 2750 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 2760 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,510.00 | 3,510.00 | |||
| 2770 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 8055 | SIGNAL-3 SECTION 12 INCH Alum. Heads with Reflective Tape | 04912 | EACH | 0.00 | 17.000 | 17.000 | 17.000 | 915.00 | 15,555.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0014 LIGHTING | |||||||
| 2780 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 30,000.00 | 510,000.00 | |||
| 2790 | POLE BASE-HIGH MAST | 04742 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 10,000.00 | 170,000.00 | |||
| 2800 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| 2810 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 92.00 | 92.000 | 92.000 | 92.000 | 900.00 | 82,800.00 | |||
| 2820 | CONDUIT-3 1/2 INCH | 04798 | LF | 4,200.00 | 4,200.000 | 5,015.000 | 5,015.000 | 30.00 | 150,450.00 | |||
| 2830 | MARKER | 04800 | EACH | 50.00 | 50.000 | 55.000 | 55.000 | 225.00 | 12,375.00 | |||
| 2840 | TRENCHING AND BACKFILLING | 04820 | LF | 16,749.00 | 16,749.000 | 19,432.000 | 19,432.000 | 5.00 | 97,160.00 | |||
| 2850 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 826.00 | 826.000 | 2,072.000 | 2,072.000 | 2.20 | 4,558.40 | |||
| 2860 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 2,979.00 | 2,979.000 | 2,281.000 | 2,281.000 | 2.75 | 6,272.75 | |||
| 2870 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 16,919.00 | 16,919.000 | 10,825.000 | 10,825.000 | 3.75 | 40,593.75 | |||
| 2880 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 19,237.00 | 19,237.000 | 23,231.000 | 23,231.000 | 5.50 | 127,770.50 | |||
| 2890 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,131.05 | 15,131.05 | |||
| 2900 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 2910 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 27.00 | 27.000 | 25.000 | 25.000 | 750.00 | 18,750.00 | |||
| 2920 | CABLE - NO. 1/0 /3C DUCTED | 21472ED | LF | 4,741.00 | 4,741.000 | 5,037.000 | 5,037.000 | 8.50 | 42,814.50 | |||
| 2930 | CABLE - NO. 2/0 /3C DUCTED | 21473ED | LF | 16,591.00 | 16,591.000 | 12,678.000 | 12,678.000 | 8.75 | 110,932.50 | |||
| 8059 | POLE BASE-HIGH MAST REV | 04742 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 12,400.00 | 12,400.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0015 WATERLINE RELOCATION | |||||||
| 2940 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | LF | 67.00 | 67.000 | 70.000 | 70.000 | 75.00 | 5,250.00 | |||
| 2950 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 188.00 | 188.000 | 105.000 | 105.000 | 80.00 | 8,400.00 | |||
| 2960 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2970 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 1,484.00 | 1,484.000 | 1,498.000 | 1,498.000 | 65.00 | 97,370.00 | |||
| 2980 | DUCTILE IRON PIPE-3 INCH | 01090 | LF | 131.00 | 131.000 | 126.000 | 126.000 | 47.79 | 6,021.54 | |||
| 2990 | DUCTILE IRON PIPE-4 INCH | 01091 | LF | 1,674.00 | 1,674.000 | 1,499.000 | 1,499.000 | 38.00 | 56,962.00 | |||
| 3000 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 226.00 | 226.000 | 874.500 | 874.500 | 50.50 | 44,162.25 | |||
| 3010 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 4,812.00 | 4,812.000 | 7,204.330 | 7,204.330 | 40.00 | 288,173.20 | |||
| 3020 | DUCTILE IRON PIPE-8 INCH SHOULDER | 01095 | LF | 3,983.00 | 3,983.000 | 1,954.000 | 1,954.000 | 64.25 | 125,544.50 | |||
| 3030 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 3040 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 3050 | FIRE HYDRANT | 02606 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,700.00 | 13,500.00 | |||
| 3060 | INSTALL WATER METER | 03430 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 3070 | RECONNECT SERVICE | 03437 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 3080 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 18.00 | 18.000 | 23.000 | 23.000 | 1,400.00 | 32,200.00 | |||
| 3090 | AIR RELEASE VALVE | 03495 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 3100 | GATE VALVE-8 INCH | 03528 | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 1,150.00 | 9,200.00 | |||
| 3110 | TAPPING SLEEVE & VALVE | 03551 | EACH | 17.00 | 17.000 | 5.000 | 5.000 | 2,900.00 | 14,500.00 | |||
| 3120 | PAVEMENT RESTORATION | 20422EC | SQYD | 5.00 | 5.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 3130 | REMOVE ASBESTOS CEMENT WATERLINE | 20583ED | LF | 1,125.00 | 1,125.000 | 2,097.000 | 2,097.000 | 21.00 | 44,037.00 | |||
| 3140 | BORE AND JACK PIPE-16 IN | 21399ED | LF | 316.00 | 316.000 | 430.000 | 430.000 | 115.00 | 49,450.00 | |||
| 3150 | BORE AND JACK PIPE-12 IN | 21400ED | LF | 104.00 | 104.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 3160 | BORE AND JACK PIPE-8 IN | 21401ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 3170 | DUCTILE IRON TEE-8 IN X 8 IN X 6 IN | 21402ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 3180 | DUCTILE IRON TEE-8 IN X 8 IN X 4 IN | 21403ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 325.00 | 650.00 | |||
| 3190 | DUCTILE IRON TEE-8 IN X 4 IN X 4 IN | 21404ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 3200 | DUCTILE IRON REDUCER-8 IN X 6 IN | 21405ND | EACH | 1.00 | 1.000 | 7.000 | 7.000 | 275.00 | 1,925.00 | |||
| 3210 | DUCTILE IRON REDUCER-4 IN X 3 IN | 21406ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 8004 | VALVE-6 INCH INSERTION | 03496 | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 5,900.00 | 17,700.00 | |||
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0016 MOBILIZATION & DEMOBILIZATION | |||||||
| 3220 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 814,460.00 | 814,460.00 | |||
| 3230 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 495,092.69 | 123,773.17 | 495,092.69 | |
| Project | DE01000640626 | Fed/State Project Number | HPD-IM 64-8 (61) 185 | Category | 0017 TRAINEES | |||||||
| 3290 | TRAINEE PAYMENT REIMBURSEMENT 2 CARPENTER | 02742 | HOUR | 2,800.00 | 2,800.000 | 1,733.000 | 1,733.000 | 1.00 | 1,733.00 | |||
| SUBTOT | $142,207.97 |
$38,026,621.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1500-1-0I |
64 Eastbound over KY 180 | LF |
770.00 | 0018 | $218.500000 | $168,245.00 | ||||||
2150-1-0I |
64 East over East Fork | LF |
1,804.60 | 0018 | $218.500000 | $394,305.10 | ||||||
1500-2-0I |
PreCast PC I Beam Type 6 over KY 180 | LF |
1,218.30 | 0021 | $147.100000 | $179,211.93 | ||||||
2780-1-0I |
Pole 120 Ft Mtg ht Hight Mast | EACH |
17.00 | 0021 | $13821.470000 | $234,694.99 | ||||||
2800-1-0I |
Lighting Control Equipment | EACH |
2.00 | 0021 | $9445.660000 | $18,891.32 | ||||||
2810-1-0I |
HPS Luminair High Mast | EACH |
92.00 | 0021 | $644.480000 | $59,292.16 | ||||||
2850-1-0I |
Cable No 8/3 C Ducted | LF |
826.00 | 0021 | $1.520000 | $1,255.52 | ||||||
2860-1-0I |
Cable 6/3C Ducted | LF |
2,979.00 | 0021 | $1.920000 | $5,719.68 | ||||||
2870-1-0I |
Cable 4/3C Ducted | LF |
13,600.00 | 0021 | $2.830000 | $38,488.00 | ||||||
2880-1-0I |
Cable No. 2/3C Ducted | LF |
19,237.00 | 0021 | $4.080000 | $78,486.96 | ||||||
2900-1-0I |
Junction Box Type A | EACH |
5.00 | 0021 | $188.310000 | $941.55 | ||||||
2910-1-0I |
Junction Box Type C | EACH |
27.00 | 0021 | $392.730000 | $10,603.71 | ||||||
2920-1-0I |
Cable No. 1/0/3C Ducted | LF |
4,097.00 | 0021 | $6.390000 | $26,179.83 | ||||||
2930-1-0I |
Cable No. 2/0/C Ducted | LF |
10,550.00 | 0021 | $7.950000 | $83,872.50 | ||||||
1500-3-0I |
I BEAM, TYPE 8 | LF |
1,504.70 | 0028 | $154.840000 | $232,987.74 | ||||||
2800-1-0A |
Lighting Control Equipment | EACH |
2.00 | 0022 | $9445.660000 | $-18,891.32 | ||||||
2780-1-0A |
Pole 120 Ft Mtg ht Hight Mast | EACH |
11.00 | 0025 | $13821.470000 | $-151,861.46 | ||||||
2810-1-0A |
HPS Luminair High Mast | EACH |
19.00 | 0025 | $644.480000 | $-12,245.12 | ||||||
2810-1-0A |
HPS Luminair High Mast | EACH |
41.00 | 0026 | $644.480000 | $-26,423.68 | ||||||
1500-3-0A |
I BEAM, TYPE 8 | LF |
782.00 | 0030 | $154.840000 | $-121,084.88 | ||||||
1500-2-0A |
PreCast PC I Beam Type 6 over KY 180 | LF |
782.00 | 0030 | $147.100000 | $-115,032.20 | ||||||
1500-1-0A |
64 Eastbound over KY 180 | LF |
770.00 | 0030 | $218.500000 | $-168,245.00 | ||||||
1500-3-0A |
I BEAM, TYPE 8 | LF |
722.00 | 0032 | $154.840000 | $-111,794.48 | ||||||
1500-2-0A |
PreCast PC I Beam Type 6 over KY 180 | LF |
436.30 | 0032 | $147.100000 | $-64,179.73 | ||||||
2910-1-0A |
Junction Box Type C | EACH |
6.00 | 0035 | $392.730000 | $-2,356.38 | ||||||
2850-1-0A |
Cable No 8/3 C Ducted | LF |
826.00 | 0039 | $1.520000 | $-1,255.52 | ||||||
2860-1-0A |
Cable 6/3C Ducted | LF |
1,786.00 | 0039 | $1.920000 | $-3,429.12 | ||||||
2870-1-0A |
Cable 4/3C Ducted | LF |
2,730.00 | 0039 | $2.830000 | $-7,725.90 | ||||||
2880-1-0A |
Cable No. 2/3C Ducted | LF |
3,823.00 | 0039 | $4.080000 | $-15,597.84 | ||||||
2930-1-0A |
Cable No. 2/0/C Ducted | LF |
10,550.00 | 0039 | $7.950000 | $-83,872.50 | ||||||
2870-1-0A |
Cable 4/3C Ducted | LF |
4,744.00 | 0049 | $2.830000 | $-13,425.52 | ||||||
2880-1-0A |
Cable No. 2/3C Ducted | LF |
2,450.00 | 0049 | $4.080000 | $-9,996.00 | ||||||
2910-1-0A |
Junction Box Type C | EACH |
2.00 | 0049 | $392.730000 | $-785.46 | ||||||
2880-1-0A |
Cable No. 2/3C Ducted | LF |
7,806.00 | 0050 | $4.080000 | $-31,848.48 | ||||||
2900-1-0A |
Junction Box Type A | EACH |
5.00 | 0050 | $188.310000 | $-941.55 | ||||||
2780-1-0A |
Pole 120 Ft Mtg ht Hight Mast | EACH |
6.00 | 0051 | $13821.470000 | $-82,833.53 | ||||||
2870-1-0A |
Cable 4/3C Ducted | LF |
1,736.00 | 0051 | $2.830000 | $-4,912.88 | ||||||
2880-1-0A |
Cable No. 2/3C Ducted | LF |
5,158.00 | 0051 | $4.080000 | $-21,044.64 | ||||||
2910-1-0A |
Junction Box Type C | EACH |
4.00 | 0051 | $392.730000 | $-1,570.92 | ||||||
2810-1-0A |
HPS Luminair High Mast | EACH |
29.00 | 0052 | $644.480000 | $-18,689.92 | ||||||
2860-1-0A |
Cable 6/3C Ducted | LF |
495.00 | 0052 | $1.920000 | $-950.40 | ||||||
2870-1-0A |
Cable 4/3C Ducted | LF |
1,615.00 | 0052 | $2.830000 | $-4,570.45 | ||||||
2910-1-0A |
Junction Box Type C | EACH |
4.00 | 0052 | $392.730000 | $-1,570.92 | ||||||
2920-1-0A |
Cable No. 1/0/3C Ducted | LF |
2,730.00 | 0052 | $6.390000 | $-17,444.70 | ||||||
2150-1-0A |
64 East over East Fork | LF |
1,149.79 | 0053 | $218.500000 | $-251,229.12 | ||||||
2150-1-0A |
64 East over East Fork | LF |
651.85 | 0054 | $218.500000 | $-142,429.23 | ||||||
2810-1-0A |
HPS Luminair High Mast | EACH |
3.00 | 0054 | $644.480000 | $-1,933.44 | ||||||
2910-1-0A |
Junction Box Type C | EACH |
9.00 | 0054 | $392.730000 | $-3,534.57 | ||||||
2920-1-0A |
Cable No. 1/0/3C Ducted | LF |
1,367.00 | 0055 | $6.390000 | $-8,735.13 | ||||||
1500-30C |
I BEAM, TYPE 8 | LF |
0.00 | 0033 | $154.839995 | $-108.38 | ||||||
2860-10C |
Cable 6/3C Ducted | LF |
0.00 | 0058 | $1.920000 | $-1,340.16 | ||||||
2870-10C |
Cable 4/3C Ducted | LF |
0.00 | 0058 | $2.830000 | $-7,853.25 | ||||||
2910-10C |
Junction Box Type C | EACH |
0.00 | 0058 | $392.730000 | $-785.46 | ||||||
2150-10C |
64 East over East Fork | LF |
0.00 | 0060 | $218.500000 | $-646.75 | ||||||
| SUBTOT | $0.00 |
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