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Home My WebLink AboutBID - 6055 HARMONY ZIEGLER (22)APPENDIX "A" Break-Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- Item # Item Description Quantity Unit Quantity Unit Quantity Unit 201-01 Clear and Grubbing 1 LS 0.3 LS 0.7 LS 202-01 Remove Curb and Gutter 3555 LF 2925 LF 630 LF 202-02 Remove Sidewalk 14297 SF 9633 SF 4664 SF 202-03 Remove Asphalt - Full Depth (4"-8") 17320 SY 3320 SY 14000 SY 202-04 Profile Milling 3320 SY 3320 SY SY 202-05 Remove Tree - 48"+ Diameter 4 EA 4 EA EA 202-06 Remove Tree 24" Diameter 1 EA 1 EA EA 202-07 Remove Pipe 400 LF 50 LF 410 LF 202-08 Remove Inlet 2 EA 2 EA EA 202-09 Remove Existing FES 5 EA 4 EA 1 EA 202-10 Remove Concrete Channel 320 LF LF 320 LF 202-11 Remove Leech Field and Sceptic Tank 1 LS 1 LS LS 202-12 Remove Area Inlet 1 EA 1 EA EA 202-13 Remove Irrigation Structure 1 EA EA 1 EA 202-14 Remove Existing Hydrant per FCLWD Specs 1 EA EA 1 EA 202-15 Remove Headwall 2 EA EA 2 EA 202-16 Remove Gate 5 EA EA 5 EA 202-17 Remove Retaining Wall 2 EA 2 EA EA 203-01 Unclassified Excavation 1083 CY 1083 CY CY 203-02 Embankment - CIP 12720 CY 4950 CY 7770 CY 203-03 Borrow Suitable Fill 11637 CY 3867 CY 7770 CY 203-04 Topsoil (Striping, Stockpiling, and Placing) 6696 CY 3211 CY 3485 CY 203-05 Import Screened Topsoil (6") in Parkway Areas 657 CY 657 CY CY 203-06 Median Fill - 60/40 Mix 2903 CY 363 CY 2540 CY 203-07 Splashblock/Hardscape Shaping - CIP 30513 SF 9800 SF 20713 SF 203-08 Flowfill Over Shallow Utilities 407 CY 101 CY 306 CY 203-09 Muck Excavation - CIP 200 CY 50 CY 150 CY 206-01 Structure Excavation 267 CY 267 CY CY 206-02 Structure Backfill On-Site Material 267 CY 267 CY CY 206-03 Filter Material - 1 1/2" Washed Rock 65 TON 65 TON TON 208-01 Erosion Control 1 LS 0.5 LS 0.5 LS Ziegler Road Harmony Road Roadway Improvements APPENDIX "A" Break-Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- Item # Item Description Quantity Unit Quantity Unit Quantity Unit Ziegler Road Harmony Road 210-01 Adjust Manhole Ring/Cover 15 EA 9 EA 6 EA 210-02 Adjust Valve Box 10 EA 4 EA 6 EA 210-03 Modify Manhole 4 EA 4 EA EA 210-04 Relocate PRV Vent per FCLWD Specs 1 EA EA 1 EA 210-05 Relocate Meter Pit 4 EA 1 EA 3 EA 210-06 Relocate Fire Hydrant 1 EA EA 1 EA 210-07 Relocate CP Test Station 7 EA 3 EA 4 EA 210-08 Remove and Relocate Fence 820 LF 820 LF LF 210-09 Remove PVC Fence Intact and Deliver to Owner 200 LF 200 LF LF 210-10 Remove and Reset Mailbox 6 EA 4 EA 2 EA 304-01 Agg Base Course - (Class 5 or 6) - 4" Depth - CIP 1675 TON 108 TON 1567 TON 304-02 Agg Base Course - (Class 5 or 6) - 10" Depth - CIP 17965 TON 3940 TON 14025 TON 304-03 Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth) 275 TON TON 275 TON 304-04 Road Base for Driveway Tie-ins 120 TON 120 TON TON 306-01 Reconditioning (8") 31400 SY 500 SY 30900 SY 306-02 Sidewalk Preperation 3297 SY 3113 SY 184 SY 307-01 Fly-Ash - 12" Depth - 12% 8860 SY 8860 SY SY 403-01 Hot Bituminous Pavement – Grading S – 100 – (2” Depth) – (PG 64-28) 2033 TON 2033 TON TON 403-02 Hot Bituminous Pavement – Grading S – 100 – (2.5” Depth) – (PG 64-22) 2467 TON TON 2467 TON 403-03 Hot Bituminous Pavement – Grading SG – 100 – (4” Depth) – (PG 58-28) 5440 TON 1493 TON 3947 TON 403-04 Asphalt Leveling Course ¾ Grading S - 100 – (PG 64-28) 2305 TON 525 TON 1780 TON 403-05 Asphalt Hand Patching – Grading S – 100 – (3”) – (PG 64-28) 463 TON 133 TON 330 TON 403-06 Asphalt Hand Patching – Grading SG - 100 - (7” Depth) – (PG 58-28) 1055 TON 289 TON 766 TON 403-07 WestBound Harmony Detour Paveing - 200'x60'x5" (2” PG 64-28 on 3” PG 58-28) 720 TON TON 577 TON 412-01 Concrete Pavement - 10" 8425 SY 500 SY 7925 SY 412-02 Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border 547 SY SY 547 SY 506-01 D-50 Buried Rip-Rap, 6” Topsoil (CIP Per Detail) 4 EA 2 EA 2 EA 601-01 Concrete Retaining Wall with Footer and 6' Attached Block Wall 150 LF 150 LF LF 601-02 Concrete Wall Extension with Guardrail 1 LS LS 1 LS 603-01 18" RCP Class III 1128 LF 264 LF 864 LF 603-02 24" RCP Class III 14 LF 14 LF LF 603-03 19"x30" HERCP Class III 236 LF 236 LF LF APPENDIX "A" Break-Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- Item # Item Description Quantity Unit Quantity Unit Quantity Unit Ziegler Road Harmony Road 603-04 34"x53" HERCP Class III 323 LF LF 323 LF 603-05 8" HDPE Pipe 10 LF LF 10 LF 603-06 18" RCP Class III FES 8 EA 5 EA 3 EA 603-07 19"x30" HERCP Class III FES 1 EA 1 EA EA 603-08 Concrete Encasement 120 LF LF 120 LF 603-09 18" RCP thru Retaining Wall 1 EA 1 EA EA 603-10 Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP 2 EA EA 2 EA 603-11 Tie to Existing MH 3 EA 1 EA 2 EA 603-12 4" Median Underdrain Pipe (Perforated) 3640 LF 705 LF 2935 LF 603-13 4" Median Underdrain Pipe (Solid) 910 LF 190 LF 720 LF 603-14 4" Median Underdrain Clean Out 24 EA 5 EA 19 EA 603-15 4” Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non -shrink Grout) 5 EA 2 EA 3 EA 604-01 5' Type R Inlet 3 EA 2 EA 1 EA 604-02 10' Type R Inlet 1 EA 1 EA EA 604-03 15' Type R Inlet 2 EA 1 EA 1 EA 604-04 18" Area Inlet 1 EA 1 EA EA 604-05 Inlet Type "C" 3 EA EA 3 EA 604-06 8” HDPE Area inlet and Tie in (Core Drill and Connect with Non-shrink Grout) 2 EA 2 EA EA 604-07 Double Type 13 Inlet 1 EA 1 EA EA 604-08 24" Headwall - CIP 1 EA 1 EA EA 604-09 Tie 18" RCP to Existing Storm Sewer with Concrete Collar 1 EA 1 EA EA 604-10 4' Diameter Sewer Manhole 1 EA 1 EA EA 604-11 4" PVC Conduit Sleeving for Median Irrigation 600 LF 200 LF 400 LF 608-01 Concrete Sidewalk - 6" 27350 SF 26900 SF 450 SF 608-02 Concrete Pedestrian Access Ramps with Truncated Domes (8”) 2320 SF 1120 SF 1200 SF 608-03 Pedestrian Refuge Island Ramp with Truncated Domes (8”) 1380 SF 300 SF 1080 SF 608-04 Sidewalk Chase - per Detail 3 EA 3 EA EA 608-05 Concrete Drive Approach w/ Aprons (8") 8025 SF 8025 SF SF 608-06 Concrete Drive Approach (6") 1608 SF 1608 SF SF 608-07 Exposed Aggregate Median Cover - San Diego Buff 25743 SF 5040 SF 20713 SF 609-01 Vertical Curb and Gutter - 30" 6055 LF 2435 LF 3620 LF 609-02 Vertical Curb and Gutter - 18" Outfall 10875 LF 2940 LF 7935 LF APPENDIX "A" Break-Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- Item # Item Description Quantity Unit Quantity Unit Quantity Unit Ziegler Road Harmony Road 609-03 Combination Vertical Curb with 6' Bike Lane/Gutter 500 LF 500 LF LF 619-01 ¾” Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec including Backflow Preventer/Pressure Reducer Assembly/Metal Screen 3 EA 1 EA 2 EA 619-02 Fire Hydrant Assembly (6”, tap valve, pipe, hydrant) per COFC Spec 1 EA EA 1 EA 2000-01 Dry-Land Seeding 7 AC 3 AC 4 AC 2000-02 MSE Block Retaining Wall - 12" to 24" Tall 290 LF LF 290 LF 2000-03 Median Irrigation System for Harmony Road Medians 1 LS LS 1 LS 2000-04 Median Irrigation System for Ziegler Road Medians 1 LS 1 LS LS 2000-05 6"x6" Landscape Timber Tree Well 24 EA 24 EA 24 EA 2000-06 Skyline Honey Locust 2" Cal. 21 EA 21 EA EA 2000-07 Crimson Spire Oak - 2" Cal. 12 EA 6 EA 6 EA 2000-08 Burr Oak - 2" Cal. 6 EA EA 6 EA 2000-09 Chinkapin Oak - 2" Cal. 8 EA EA 8 EA 2000-10 Chanticleer Pear 1.5" Cal. 30 EA 14 EA 16 EA 2000-11 Harrison Yellow Shrub Rose - 5 Gal. 31 EA EA 31 EA 2000-12 Single Pink Shrub Rose - 5 Gal. 7 EA EA 7 EA 2000-13 Native Pink Rose - 5 Gal. 35 EA EA 35 EA 2000-14 Dwarf Korean Lilac - 5 Gal. 36 EA EA 36 EA 2000-15 Bar harbour Juniper - 5 Gal. 118 EA 67 EA 51 EA 2000-16 Hughes Juniper - 5 Gal. 169 EA EA 169 EA 2000-17 Silver Bluestem Grass - 1 Gal. 23 EA 23 EA EA 2000-18 Feather Reed Grass - 1 Gal. 124 EA EA 124 EA 2000-19 Variegated Feather Reed Grass - 1 Gal. 99 EA EA 99 EA 2000-20 Blue Avena Grass - 1 Gal. 83 EA 83 EA 83 EA 2000-21 Mulching 39190 EA 4900 EA 34290 EA - Contract Bond 1 LS $ - $ - 0.5 LS 0.5 LS 625-01 Construction Surveying 1 LS $ - $ - 0.5 LS 0.5 LS 626-01 Mobilization 1 LS $ - $ - 0.5 LS 0.5 LS Landscaping Quantities Miscellaneous Quantites: APPENDIX "A" Break-Down of Bid Items by Location -Use Supplied Bid Tab for Final Estimate- Item # Item Description Quantity Unit Quantity Unit Quantity Unit Ziegler Road Harmony Road 630-01 Specialty Signs 3" letters on 48"x48" 27 EA $ 160.00 $ 4,320.00 10 EA 17 EA 630-02 Variable Message Boards 20 EA per Day $ 120.00 $ 2,400.00 6 EA per Day 14 EA per Day 630-03 Type III Barricades 8 Section $ 510.00 $ 4,080.00 2 Section 6 Section 630-04 Traffic Control 1 LS $ 100,000.00 $ 100,000.00 0.25 LS 0.75 LS