Alternative: Bid Quantities Only Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost
Phase I - Base Bid
201 CLEARING AND GRUBBING ACRE 3.3 $ -
202 REMOVAL OF CONCRETE PAVEMENT SQUARE YARD 254.0 $ -
202 REMOVAL OF PIPE LINEAR FOOT 33.0 $ -
202 REMOVAL OF END SECTION EACH 2.0 $ -
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD 5984.0 $ -
203 MUCK EXCAVATION CUBIC YARD 50.0 $ -
206 FILTER MATERIAL (CLASS B) CUBIC YARD 12.0 $ -
207 TOPSOIL CUBIC YARD 2620.0 $ -
208 CONCRETE WASH OUT AREA EACH 1.0 $ -
208 STABILIZED STAGING AREA SQUARE YARD 100.0 $ -
208 VEHICLE TRACKING CONTROL EACH 6.0 $ -
208 SURFACE ROUGHENING ACRE 3.3 $ -
208 SEDIMENT TRAP EACH 2.0 $ -
208 SEDIMENT CONTROL LOG LINEAR FOOT 3880.0 $ -
208 STORM DRAIN INLET PROTECTION LINEAR FOOT 10.0 $ -
208 DIVERSION DITCH LINEAR FOOT 555.0 $ -
208 REINFORCED ROCK BERM LINEAR FOOT 270.0 $ -
208 RRB FOR CULVERT PROTECTION LINEAR FOOT 30.0 $ -
210 RESET BARRICADE EACH 1000.0 $ -
210 RESET SIGN (CLASS I) EACH 5.0 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE 3.3 $ -
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD 6181.0 $ -
506 RIPRAP (9 INCH) CUBIC YARD 20.0 $ -
506 RIPRAP (12 INCH) (SOIL IN VOIDS) CUBIC YARD 550.0 $ -
506 RIPRAP (18 INCH) (SOIL IN VOIDS) CUBIC YARD 340.0 $ -
507 GROUTED BOULDERS (30 INCH) SQUARE YARD 760.0 $ -
507 GROUTED BOULDERS (36 INCH) SQUARE YARD 66.0 $ -
507 GROUTED BOULDERS (48 INCH) SQUARE YARD 16.0 $ -
507 24" BOULDER EDGE LINEAR FOOT 100.0 $ -
507 36" LANDSCAPE BOULDERS EACH 23.0 $ -
514 BIKEWAY RAILING (STEEL) LINEAR FOOT 280.0 $ -
601 REINFORCED GROUT STILLING BASIN (INCLUDES REBAR) CUBIC YARD 78.0 $ -
601 CONCRETE (CLASS B) (WALL) (CHECK STRUCTURE EXTENSION AND LOW TAILWATER CUTOFF) CUBIC YARD 16.0 $ -
601 CONCRETE CLASS D (BOX CULVERT) CUBIC YARD 40.0 $ -
601 CONCRETE CLASS D (WALL) CUBIC YARD 26.0 $ -
601 CONCRETE CLASS B (WALL) (NON-REINFORCED CUTOFF WALL) CUBIC YARD 122.0 $ -
1 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX
Alternative: Bid Quantities Only Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost
-
Phase I 602Base BidREINFORCING STEEL LB 11304.0 $ -
603 24 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LINEAR FOOT 135.0 $ -
603 24 INCH REINFORCED CONCRETE END SECTION EACH 2.0 $ -
603 8 INCH PLASTIC PIPE LINEAR FOOT 155.0 $ -
604 MANHOLE SLAB BASE (10 FT) EACH 2.0 $ -
607 FENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT 8661.0 $ -
608 CONCRETE BIKEWAY (6 INCH) (10-FOOT WIDE TRAIL) SQUARE YARD 3865.0 $ -
608 CONCRETE SIDEWALK (6 INCH) (5-FOOT WIDE) SQUARE YARD 112.0 $ -
608 CONCRETE SIDEWALK (THICKENED EDGE UNDERNEATH STEEL HANDRAIL) SQUARE YARD 31.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL AND PARAPET WALL) (INCLUDES REBAR) - WALL A CUBIC YARD 40.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL) (INCLUDES REBAR) - WALL B CUBIC YARD 50.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 2-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL C CUBIC YARD 102.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL D CUBIC YARD 28.0 $ -
608 CONCRETE CURB RAMP TYPE 1 (10-FOOT) SQUARE YARD 10.0 $ -
608 CONCRETE SIDEWALK (COLORED) (RUMBLE STRIP) SQUARE YARD 20.0 $ -
625 CONSTRUCTION SURVEYING LUMP SUM 1.0 $ -
626 MOBILIZATION LUMP SUM 1.0 $ -
630 TRAFFIC CONTROL LUMP SUM 1.0 $ -
1000 WATER CONTORL AND DEWATERING LUMP SUM 1.0 $ -
Sub-Total (Base Bid) = $ -
Phase I - Add Alternate A: Scott Boulevard Sidewalk Improvements
201 CLEARING AND GRUBBING ACRE 0.1 $ -
202 REMOVAL OF CURB AND GUTTER LINEAR FOOT 162.0 $ -
202 REMOVAL OF WALL LUMP SUM 1.0 $ -
202 REMOVAL OF ASPHALT MAT SQUARE YARD 167.0 $ -
202 REMOVAL OF INLET EACH 1.0 $ -
202 REMOVAL OF PIPE LINEAR FOOT 14.0 $ -
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD 490.0 $ -
208 VEHICLE TRACKING CONTROL EACH 1.0 $ -
208 SURFACE ROUGHENING ACRE 0.1 $ -
208 SEDIMENT CONTROL LOG LINEAR FOOT 206.0 $ -
208 STORM DRAIN INLET PROTECTION LINEAR FOOT 20.0 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE 0.1 $ -
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD 241.0 $ -
507 STACKED ROCK WALL (2 FEET) - WALL F LINEAR FOOT 30.0 $ -
604 INLET TYPE 16 (DOUBLE) (10 FOOT) EACH 1.0 $ -
2 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX
Alternative: Bid Quantities Only Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost
-
Phase I 607Base BidFENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT 1539.0 $ -
608 CONCRETE SIDEWALK (6 INCH) (5-FOOT WIDE) SQUARE YARD 446.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (5-FOOT WIDE TRAIL WITH 2.0-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL E CUBIC YARD 47.0 $ -
608 CONCRETE CURB RAMP TYPE 1 (5-FOOT) SQUARE YARD 10.0 $ -
609 CURB AND CUTTER TYPE 2 (SECTION IIB) LINEAR FOOT 126.0 $ -
Sub-Total (Add Alt A) = $ -
Phase I - Add Alternate B: Recreation Center Trail Connection
201 CLEARING AND GRUBBING ACRE 0.2 $ -
202 REMOVAL OF CURB AND GUTTER LINEAR FOOT 10.0 $ -
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD 418.0 $ -
208 SURFACE ROUGHENING ACRE 0.2 $ -
208 STORM DRAIN INLET PROTECTION LINEAR FOOT 20.0 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE 0.2 $ -
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD 400.0 $ -
607 FENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT 410.0 $ -
608 CONCRETE CURB RAMP TYPE 1 (10-FOOT) SQUARE YARD 10.0 $ -
608 CONCRETE BIKEWAY (6 INCH) (10-FOOT WIDE TRAIL) SQUARE YARD 84.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL G CUBIC YARD 32.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL H CUBIC YARD 29.0 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL) (INCLUDES REBAR) - WALL I CUBIC YARD 33.0 $ -
Sub-Total (Add Alt B) = $ -
Sub-Total (Base Bid) = $ -
Sub-Total (Add Alt A) = $ -
Sub-Total (Add Alt B) = $ -
Grand Total = $ -
3 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX
Alternative: Engineer's Estimate Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost Percentages Cost
Phase I - Base Bid Trail Channel Trail Channel
201 CLEARING AND GRUBBING ACRE $ 3,500.00 3.3 $ 11,380.00 80.00% 20.00% $ 9,104.00 $ 2,276.00
202 REMOVAL OF CONCRETE PAVEMENT SQUARE YARD $ 12.00 254.0 $ 3,050.00 100.00% 0.00% $ 3,050.00 $ -
202 REMOVAL OF PIPE LINEAR FOOT $ 50.00 33.0 $ 1,650.00 100.00% 0.00% $ 1,650.00 $ -
202 REMOVAL OF END SECTION EACH $ 200.00 2.0 $ 400.00 80.00% 20.00% $ 320.00 $ 80.00
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD $ 7.00 5984.0 $ 41,890.00 80.00% 20.00% $ 33,512.00 $ 8,378.00
203 MUCK EXCAVATION CUBIC YARD $ 7.00 50.0 $ 350.00 0.00% 100.00% $ - $ 350.00
206 FILTER MATERIAL (CLASS B) CUBIC YARD $ 25.00 12.0 $ 300.00 100.00% 0.00% $ 300.00 $ -
207 TOPSOIL CUBIC YARD $ 27.00 2620.0 $ 70,740.00 80.00% 20.00% $ 56,592.00 $ 14,148.00
208 CONCRETE WASH OUT AREA EACH $ 100.00 1.0 $ 100.00 70.00% 30.00% $ 70.00 $ 30.00
208 STABILIZED STAGING AREA SQUARE YARD $ 2.00 100.0 $ 200.00 70.00% 30.00% $ 140.00 $ 60.00
208 VEHICLE TRACKING CONTROL EACH $ 1,000.00 6.0 $ 6,000.00 70.00% 30.00% $ 4,200.00 $ 1,800.00
208 SURFACE ROUGHENING ACRE $ 600.00 3.3 $ 1,950.00 70.00% 30.00% $ 1,365.00 $ 585.00
208 SEDIMENT TRAP EACH $ 600.00 2.0 $ 1,200.00 70.00% 30.00% $ 840.00 $ 360.00
208 SEDIMENT CONTROL LOG LINEAR FOOT $ 2.00 3880.0 $ 7,760.00 70.00% 30.00% $ 5,432.00 $ 2,328.00
208 STORM DRAIN INLET PROTECTION LINEAR FOOT $ 20.00 10.0 $ 200.00 0.00% 100.00% $ - $ 200.00
208 DIVERSION DITCH LINEAR FOOT $ 1.60 555.0 $ 890.00 70.00% 30.00% $ 623.00 $ 267.00
208 REINFORCED ROCK BERM LINEAR FOOT $ 9.00 270.0 $ 2,430.00 70.00% 30.00% $ 1,701.00 $ 729.00
208 RRB FOR CULVERT PROTECTION LINEAR FOOT $ 9.00 30.0 $ 270.00 70.00% 30.00% $ 189.00 $ 81.00
210 RESET BARRICADE EACH $ 2.00 1000.0 $ 2,000.00 100.00% 0.00% $ 2,000.00 $ -
210 RESET SIGN (CLASS I) EACH $ 150.00 5.0 $ 750.00 100.00% 0.00% $ 750.00 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE $ 2,500.00 3.3 $ 8,130.00 70.00% 30.00% $ 5,691.00 $ 2,439.00
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD $ 5.00 6181.0 $ 30,910.00 90.00% 10.00% $ 27,819.00 $ 3,091.00
506 RIPRAP (9 INCH) CUBIC YARD $ 55.00 20.0 $ 1,100.00 100.00% 0.00% $ 1,100.00 $ -
506 RIPRAP (12 INCH) (SOIL IN VOIDS) CUBIC YARD $ 60.00 550.0 $ 33,000.00 0.00% 100.00% $ - $ 33,000.00
506 RIPRAP (18 INCH) (SOIL IN VOIDS) CUBIC YARD $ 70.00 340.0 $ 23,800.00 0.00% 100.00% $ - $ 23,800.00
507 GROUTED BOULDERS (30 INCH) SQUARE YARD $ 200.00 760.0 $ 152,000.00 0.00% 100.00% $ - $ 152,000.00
507 GROUTED BOULDERS (36 INCH) SQUARE YARD $ 225.00 66.0 $ 14,850.00 0.00% 100.00% $ - $ 14,850.00
507 GROUTED BOULDERS (48 INCH) SQUARE YARD $ 250.00 16.0 $ 4,000.00 0.00% 100.00% $ - $ 4,000.00
507 24" BOULDER EDGE LINEAR FOOT $ 80.00 100.0 $ 8,000.00 0.00% 100.00% $ - $ 8,000.00
507 36" LANDSCAPE BOULDERS EACH $ 100.00 23.0 $ 2,300.00 0.00% 100.00% $ - $ 2,300.00
514 BIKEWAY RAILING (STEEL) LINEAR FOOT $ 110.00 280.0 $ 30,800.00 100.00% 0.00% $ 30,800.00 $ -
601 REINFORCED GROUT STILLING BASIN (INCLUDES REBAR) CUBIC YARD $ 300.00 78.0 $ 23,400.00 0.00% 100.00% $ - $ 23,400.00
601 CONCRETE (CLASS B) (WALL) (CHECK STRUCTURE EXTENSION AND LOW TAILWATER CUTOFF) CUBIC YARD $ 400.00 16.0 $ 6,400.00 0.00% 100.00% $ - $ 6,400.00
601 CONCRETE CLASS D (BOX CULVERT) CUBIC YARD $ 400.00 40.0 $ 16,000.00 100.00% 0.00% $ 16,000.00 $ -
601 CONCRETE CLASS D (WALL) CUBIC YARD $ 400.00 26.0 $ 10,400.00 100.00% 0.00% $ 10,400.00 $ -
601 CONCRETE CLASS B (WALL) (NON-REINFORCED CUTOFF WALL) CUBIC YARD $ 300.00 122.0 $ 36,600.00 0.00% 100.00% $ - $ 36,600.00
602 REINFORCING STEEL LB $ 0.80 11304.0 $ 9,040.00 100.00% 0.00% $ 9,040.00 $ -
603 24 INCH REINFORCED CONCRETE PIPE (COMPLETE IN PLACE) LINEAR FOOT $ 60.00 135.0 $ 8,100.00 100.00% 0.00% $ 8,100.00 $ -
603 24 INCH REINFORCED CONCRETE END SECTION EACH $ 600.00 2.0 $ 1,200.00 100.00% 0.00% $ 1,200.00 $ -
603 8 INCH PLASTIC PIPE LINEAR FOOT $ 25.00 155.0 $ 3,880.00 100.00% 0.00% $ 3,880.00 $ -
604 MANHOLE SLAB BASE (10 FT) EACH $ 2,500.00 2.0 $ 5,000.00 100.00% 0.00% $ 5,000.00 $ -
607 FENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT $ 2.00 8661.0 $ 17,320.00 70.00% 30.00% $ 12,124.00 $ 5,196.00
608 CONCRETE BIKEWAY (6 INCH) (10-FOOT WIDE TRAIL) SQUARE YARD $ 35.00 3865.0 $ 135,280.00 100.00% 0.00% $ 135,280.00 $ -
4 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX
Alternative: Engineer's Estimate Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost Percentages Cost
Phase I - Base Bid
608 CONCRETE SIDEWALK (6 INCH) (5-FOOT WIDE) SQUARE YARD $ 35.00 112.0 $ 3,920.00 100.00% 0.00% $ 3,920.00 $ -
608 CONCRETE SIDEWALK (THICKENED EDGE UNDERNEATH STEEL HANDRAIL) SQUARE YARD $ 35.00 31.0 $ 1,090.00 100.00% 0.00% $ 1,090.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL AND PARAPET WALL) (INCLUDES REBAR) - WALL A CUBIC YARD $ 500.00 40.0 $ 20,000.00 100.00% 0.00% $ 20,000.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL) (INCLUDES REBAR) - WALL B CUBIC YARD $ 500.00 50.0 $ 25,000.00 100.00% 0.00% $ 25,000.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 2-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL C CUBIC YARD $ 500.00 102.0 $ 51,000.00 100.00% 0.00% $ 51,000.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL D CUBIC YARD $ 500.00 28.0 $ 14,000.00 100.00% 0.00% $ 14,000.00 $ -
608 CONCRETE CURB RAMP TYPE 1 (10-FOOT) SQUARE YARD $ 35.00 10.0 $ 350.00 100.00% 0.00% $ 350.00 $ -
608 CONCRETE SIDEWALK (COLORED) (RUMBLE STRIP) SQUARE YARD $ 45.00 20.0 $ 900.00 100.00% 0.00% $ 900.00 $ -
625 CONSTRUCTION SURVEYING LUMP SUM $ 12,000.00 1.0 $ 12,000.00 50.00% 50.00% $ 6,000.00 $ 6,000.00
626 MOBILIZATION LUMP SUM $ 50,000.00 1.0 $ 50,000.00 50.00% 50.00% $ 25,000.00 $ 25,000.00
630 TRAFFIC CONTROL LUMP SUM $ 5,000.00 1.0 $ 5,000.00 50.00% 50.00% $ 2,500.00 $ 2,500.00
1000 WATER CONTORL AND DEWATERING LUMP SUM $ 10,000.00 1.0 $ 10,000.00 20.00% 80.00% $ 2,000.00 $ 8,000.00
Sub-Total (Base Bid) = $ 928,280.00 $ 540,032.00 $ 388,248.00
Phase I - Add Alternate A: Scott Boulevard Sidewalk Improvements
201 CLEARING AND GRUBBING ACRE $ 3,500.00 0.1 $ 350.00 100.00% 0.00% $ 350.00 $ -
202 REMOVAL OF CURB AND GUTTER LINEAR FOOT $ 4.00 162.0 $ 650.00 100.00% 0.00% $ 650.00 $ -
202 REMOVAL OF WALL LUMP SUM $ 5,000.00 1.0 $ 5,000.00 100.00% 0.00% $ 5,000.00 $ -
202 REMOVAL OF ASPHALT MAT SQUARE YARD $ 4.00 167.0 $ 670.00 100.00% 0.00% $ 670.00 $ -
202 REMOVAL OF INLET EACH $ 1,000.00 1.0 $ 1,000.00 100.00% 0.00% $ 1,000.00 $ -
202 REMOVAL OF PIPE LINEAR FOOT $ 50.00 14.0 $ 700.00 100.00% 0.00% $ 700.00 $ -
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD $ 7.00 490.0 $ 3,430.00 100.00% 0.00% $ 3,430.00 $ -
208 VEHICLE TRACKING CONTROL EACH $ 1,000.00 1.0 $ 1,000.00 100.00% 0.00% $ 1,000.00 $ -
208 SURFACE ROUGHENING ACRE $ 600.00 0.1 $ 60.00 100.00% 0.00% $ 60.00 $ -
208 SEDIMENT CONTROL LOG LINEAR FOOT $ 2.00 206.0 $ 410.00 100.00% 0.00% $ 410.00 $ -
208 STORM DRAIN INLET PROTECTION LINEAR FOOT $ 20.00 20.0 $ 400.00 100.00% 0.00% $ 400.00 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE $ 2,500.00 0.1 $ 250.00 100.00% 0.00% $ 250.00 $ -
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD $ 5.00 241.0 $ 1,210.00 100.00% 0.00% $ 1,210.00 $ -
507 STACKED ROCK WALL (2 FEET) - WALL F LINEAR FOOT $ 100.00 30.0 $ 3,000.00 100.00% 0.00% $ 3,000.00 $ -
604 INLET TYPE 16 (DOUBLE) (10 FOOT) EACH $ 5,500.00 1.0 $ 5,500.00 100.00% 0.00% $ 5,500.00 $ -
607 FENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT $ 2.00 1539.0 $ 3,080.00 100.00% 0.00% $ 3,080.00 $ -
608 CONCRETE SIDEWALK (6 INCH) (5-FOOT WIDE) SQUARE YARD $ 35.00 446.0 $ 15,610.00 100.00% 0.00% $ 15,610.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (5-FOOT WIDE TRAIL WITH 2.0-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL E CUBIC YARD $ 500.00 47.0 $ 23,500.00 100.00% 0.00% $ 23,500.00 $ -
608 CONCRETE CURB RAMP TYPE 1 (5-FOOT) SQUARE YARD $ 35.00 10.0 $ 350.00 100.00% 0.00% $ 350.00 $ -
609 CURB AND CUTTER TYPE 2 (SECTION IIB) LINEAR FOOT $ 13.00 126.0 $ 1,640.00 100.00% 0.00% $ 1,640.00 $ -
Sub-Total (Add Alt A) = $ 67,810.00 $ 67,810.00 $ -
Phase I - Add Alternate B: Recreation Center Trail Connection
201 CLEARING AND GRUBBING ACRE $ 3,500.00 0.2 $ 530.00 100.00% 0.00% $ 530.00 $ -
202 REMOVAL OF CURB AND GUTTER LINEAR FOOT $ 4.00 10.0 $ 40.00 100.00% 0.00% $ 40.00 $ -
203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CUBIC YARD $ 7.00 418.0 $ 2,930.00 100.00% 0.00% $ 2,930.00 $ -
208 SURFACE ROUGHENING ACRE $ 600.00 0.2 $ 90.00 100.00% 0.00% $ 90.00 $ -
208 STORM DRAIN INLET PROTECTION LINEAR FOOT $ 20.00 20.0 $ 400.00 100.00% 0.00% $ 400.00 $ -
212 SEEDING (NATIVE) AND MULCHING ACRE $ 2,500.00 0.2 $ 380.00 100.00% 0.00% $ 380.00 $ -
5 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX
Alternative: Engineer's Estimate Engineers Cost Estimate Date: 11/23/2011
Time: 9:24 AM
Calculated By: __ JWS
HANGMANS GULCH TRAIL AND CHANNEL IMPROVEMENTS PHASE I
27-Sep-11
Item Number Item Description Unit Unit Cost Quantity Total Cost Percentages Cost
Phase I - Base Bid
216 SOIL RETENTION BLANKET (STRAW/COCONUT) SQUARE YARD $ 5.00 400.0 $ 2,000.00 100.00% 0.00% $ 2,000.00 $ -
607 FENCE (ORANGE PLACTIC BARRIER) (TEMPORARY) LINEAR FOOT $ 2.00 410.0 $ 820.00 100.00% 0.00% $ 820.00 $ -
608 CONCRETE CURB RAMP TYPE 1 (10-FOOT) SQUARE YARD $ 35.00 10.0 $ 350.00 100.00% 0.00% $ 350.00 $ -
608 CONCRETE BIKEWAY (6 INCH) (10-FOOT WIDE TRAIL) SQUARE YARD $ 35.00 84.0 $ 2,940.00 100.00% 0.00% $ 2,940.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL G CUBIC YARD $ 500.00 32.0 $ 16,000.00 100.00% 0.00% $ 16,000.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE TRAIL WITH 3-FOOT CONCRETE WALL AND REINFORCED TRAIL SECTION) (INCLUDES REBAR) - WALL H CUBIC YARD $ 500.00 29.0 $ 14,500.00 100.00% 0.00% $ 14,500.00 $ -
608 CONCRETE BIKEWAY (8 INCH) (10-FOOT WIDE REINFORCED TRAIL SECTION WITH TOE WALL) (INCLUDES REBAR) - WALL I CUBIC YARD $ 500.00 33.0 $ 16,500.00 100.00% 0.00% $ 16,500.00 $ -
Sub-Total (Add Alt B) = $ 57,480.00 $ 57,480.00 $ -
Sub-Total (Base Bid) = $ 928,280.00 $ 540,032.00 $ 388,248.00
Sub-Total (Add Alt A) = $ 67,810.00 $ 67,810.00 $ -
Sub-Total (Add Alt B) = $ 57,480.00 $ 57,480.00 $ -
Sub-Total (All Items) = $ 1,053,570.00 $ 665,322.00 $ 388,248.00
Contingencies (10%) $ 105,360.00 $ 66,532.20 $ 38,824.80
Grand Total = $ 1,158,930.00 $ 731,854.20 $ 427,072.80
6 of 6
FILE LOCATION: D:\Docstoc\Working\pdf\7cd66c59-ed03-4b79-8b33-4d7786a2f653.XLSX