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HomeMy WebLinkAboutEngineer's Estimate for LID46 (2)DESCRIPTION Item No. 202.4.1.A.1 S.P. Page 1 202.4.6.A.1 802.4.1.A.1 810.4.1.A.1 202.4.6.A.1 802.4.1.A.1 810.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 308.4.1.A.1 S.P. Page 3 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 302.4.1.A.1 502.4.1.A.1 501.4.1.A.1 301/306.4.1.A.1 502.4.1.A.1 502.4.1.A.1 602.4.1.F.1 601.4.1.A.1 S.P. Page 3 S.P. pg. 2 Item Description Excavation/Asphalt Removal Geo Textile Fabric 4th South & 5th West Street 20" Granular Borrow For Street Section 6" Thick 3/4" Minus Crushed Aggr. Base 4" Asphalt Surface Course Plant Mix (145 pcf) 4th West & 3rd West Street 12" Granular Borrow For Street Section 3.5" Thick 3/4" Minus Crushed Aggr. Base 2.5" Asphalt Surface Course Plant Mix (145 pcf) 48" Storm Sewer Pipe 48" Storm Sewer Pipe (Trenching, bedding, & backfill) 48" Storm Sewer Pipe Weekend Railroad Crossing 48" Storm Sewer Pipe (Trenching, bedding, & backfill) Weekend Railroad Crossing 60" 7/8" dia Steel Casing under Railroad 42" Storm Sewer Pipe 42" Storm Sewer Pipe (Trenching, bedding, &backfill) 36" Storm Sewer Pipe 36" Storm Sewer Pipe (Trenching, bedding, &backfill) 24" Storm Sewer Pipe 24" Storm Sewer Pipe (Trenching, bedding, &backfill) Rock Excavation 48" Sanitary Sewer Manhole Type A Gravity Sewer Pipe - 8" SDR 35 Gravity Sewer (Trenching/Backfill) 72" Manholes 72" Square Manhole Catch Basin Type I & 12" Storm Pipe [NEENAH R-3067] Tie Existing 12" Storm Drain Pipe into New Storm Sewer New 1" to Existing Water Meters Reroute Existing 1" Water line Unit CY SY CY CY TON CY CY TON LF LF LF LF LF LF LF LF LF LF LF CY EA LF LF EA EA EA EA EA EA Bid Quantity 9800 13000 5300 1600 2100 1250 400 520 3650 3650 100 100 100 800 800 820 820 380 380 280 2 110 110 17 1 4 2 3 5 Unit Bid Price 7 1.5 12.5 22.5 85 12.5 22.5 85 75 30 75 150 250 65 30 55 30 40 30 300 3500 17.5 65 4500 7000 1250 2000 1000 1000 Bid Amount 68600 19500 66250 36000 178500 15625 9000 44200 273750 109500 7500 15000 25000 52000 24000 45100 24600 15200 11400 84000 7000 1925 7150 76500 7000 5000 4000 3000 5000 DESCRIPTION Item No. S.P. pg. 2 S.P. pg. 2 S.P. pg. 2 S.P. pg. 2 2030.4.1.A.1 2030.4.1.C.1 202.4.1.A.1 & 202.4.6.A.1 202.4.1.A.1 & 202.4.6.A.1 202.4.1.A.1 & 202.4.6.A.1 706.4.1.E.1 706.4.1.E.1 706.4.1.E.1 S.P pg. S.P. Page 4 706.4.1.A.7 706.4.1.A.7 1103.4.1.A.1 S.P. Page 7 501.4.1.C.1 S.P. Page 5 S.P. Page 3 S.P. Page 4 403.4.1.A.1 S.P. pg. 7 308.4.1.A.1 S.P. Page 3 308.4.1.A.1 S.P. Page 3 Item Description Reroute Existing 2" Water line Reroute Existing 6" Water line Reroute Existing 8" Water line Reroute Existing 10" Water line Adjust Manholes to Grade Adjust Water Valves to Grade Excavation, backfill & compaction for sidewalk (12" Min.) Excavation, backfill & compaction for sidewalk (6" Min.) Concrete Sidewalk Removal 4" Concrete Sidewalk Installation Reinforced 6" Concrete Sidewalk Installation 6" Reinforced Stamped Concrete Truncated Domes Curb & Gutter Removal Curb & Gutter Installation Reinforced Curb & Gutter Installation Traffic Control Sanitary Sewer Service Line Reroute 6" Water Line (Trenching, Backfill) Street Crossing 6" Hot Tap Fire Hydrant Bypass Pumping Value Engineering Alternate Construction Boring Under Railroad 60" 7/8" dia Steel Casing under Railroad Boring under Railroad Deduct for Contractor taking ownership of Asphalt Unit EA EA EA EA EA EA SY SY SY SY SY SY EA LF LF LF LS EA LF EA EA LUMP SUM LF LF LUMP SUM Grand Total Value Engineering Total Bid Quantity 1 5 1 1 17 2 160 1150 1220 1045 265 40 14 1750 1500 250 1 4 70 1 1 1 100 100 1 Unit Bid Price 2000 3500 4500 6500 400 300 9 6.5 5 40 55 250 350 5 30 35 20000 1000 25 2000 4000 6500 250 1000 -4000 1241300 121000 Bid Amount 2000 17500 4500 6500 6800 600 1440 7475 6100 41800 14575 10000 4900 8750 45000 8750 20000 4000 1750 2000 4000 6500 25000 100000 -4000 DESCRIPTION Item No. 202.4.1.A.1 S.P. Page 1 202.4.6.A.1 802.4.1.A.1 810.4.1.A.1 202.4.6.A.1 802.4.1.A.1 810.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 308.4.1.A.1 S.P. Page 3 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 601.4.1.A.9 301.4.1.A.1 306.4.1.A.1 302.4.1.A.1 502.4.1.A.1 501.4.1.A.1 301/306.4.1.A.1 502.4.1.A.1 502.4.1.A.1 602.4.1.F.1 601.4.1.A.1 S.P. Page 3 S.P. pg. 2 S.P. pg. 2 S.P. pg. 2 S.P. pg. 2 S.P. pg. 2 2030.4.1.A.1 2030.4.1.C.1 202.4.1.A.1 & 202.4.6.A.1 202.4.1.A.1 & 202.4.6.A.1 202.4.1.A.1 & 202.4.6.A.1 706.4.1.E.1 706.4.1.E.1 706.4.1.E.1 S.P pg. S.P. Page 4 706.4.1.A.7 706.4.1.A.7 1103.4.1.A.1 S.P. Page 7 501.4.1.C.1 S.P. Page 5 S.P. Page 3 S.P. Page 4 403.4.1.A.1 S.P. pg. 7 308.4.1.A.1 S.P. Page 3 308.4.1.A.1 S.P. Page 3 Item Description Excavation/Asphalt Removal Geo Textile Fabric 4th South & 5th West Street 20" Granular Borrow For Street Section 6" Thick 3/4" Minus Crushed Aggr. Base 4" Asphalt Surface Course Plant Mix (145 pcf) 4th West & 3rd West Street 12" Granular Borrow For Street Section 3.5" Thick 3/4" Minus Crushed Aggr. Base 2.5" Asphalt Surface Course Plant Mix (145 pcf) 48" Storm Sewer Pipe 48" Storm Sewer Pipe (Trenching, bedding, & backfill) 48" Storm Sewer Pipe Weekend Railroad Crossing 48" Storm Sewer Pipe (Trenching, bedding, & backfill) Weekend Railroad Crossing 60" 7/8" dia Steel Casing under Railroad 42" Storm Sewer Pipe 42" Storm Sewer Pipe (Trenching, bedding, &backfill) 36" Storm Sewer Pipe 36" Storm Sewer Pipe (Trenching, bedding, &backfill) 24" Storm Sewer Pipe 24" Storm Sewer Pipe (Trenching, bedding, &backfill) Rock Excavation 48" Sanitary Sewer Manhole Type A Gravity Sewer Pipe - 8" SDR 35 Gravity Sewer (Trenching/Backfill) 72" Manholes 72" Square Manhole Catch Basin Type I & 12" Storm Pipe [NEENAH R-3067] Tie Existing 12" Storm Drain Pipe into New Storm Sewer New 1" to Existing Water Meters Reroute Existing 1" Water line Reroute Existing 2" Water line Reroute Existing 6" Water line Reroute Existing 8" Water line Reroute Existing 10" Water line Adjust Manholes to Grade Adjust Water Valves to Grade Excavation, backfill & compaction for sidewalk (12" Min.) Excavation, backfill & compaction for sidewalk (6" Min.) Concrete Sidewalk Removal 4" Concrete Sidewalk Installation Reinforced 6" Concrete Sidewalk Installation 6" Reinforced Stamped Concrete Truncated Domes Curb & Gutter Removal Curb & Gutter Installation Reinforced Curb & Gutter Installation Traffic Control Sanitary Sewer Service Line Reroute 6" Water Line (Trenching, Backfill) Street Crossing 6" Hot Tap Fire Hydrant Bypass Pumping Value Engineering Alternate Construction Boring Under Railroad 60" 7/8" dia Steel Casing under Railroad Boring under Railroad Deduct for Contractor taking ownership of Asphalt Unit CY SY CY CY TON CY CY TON LF LF LF LF LF LF LF LF LF LF LF CY EA LF LF EA EA EA EA EA EA EA EA EA EA EA EA SY SY SY SY SY SY EA LF LF LF LS EA LF EA EA LUMP SUM LF LF LUMP SUM Grand Total Value Engineering Total Bid Quantity 9800 13000 5300 1600 2100 1250 400 520 3650 3650 100 100 100 800 800 820 820 380 380 280 2 110 110 17 1 4 2 3 5 1 5 1 1 17 2 160 1150 1220 1045 265 40 14 1750 1500 250 1 4 70 1 1 1 100 100 Unit Bid Price Bid Amount 1875 167325 23.4 2443 3377 6000 15 69 0 0 0 6000 1650 7590 6000 Bid Amount