CITY OF DANA POINT DEVELOPMENT REVIEW
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1 Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12
2 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK... 1 Embankment Excavation Export/Import II DRAINAGE/STORM DRAIN AND EROSION/SEDIMENT CONTROL... 2 Private Improvements III STREET/SURFACE IMPROVEMENTS... 6 IV TRAFFIC... 7 Traffic Signal and Sign Traffic Control Street Light Striping V LANDSCAPE AND IRRIGATION... 8 Planting Irrigation VI MISCELLANEOUS... 9 Page 2 of 12
3 Section I EARTHWORK INTRODUCTION The purpose of the unit price list is to provide a guide for the preparation of cost estimates for subdivision and permit projects and should be used only for bonding and permitting purpose. This price list does not reflect the actual project costs. The Unit Price List contains seven sections, which include Earthwork, Drainage, Surface Improvements, Traffic, Utilities, Landscaping and Miscellaneous items. Each section is organized in alphabetical order for easy use. Please not that a 10% contingency factor must be applied for all public improvements. The Price List information contained in this publication has been compiled from various sources. These sources include private consultants and developers, other City sections and departments, other public agencies and previous City project bid items. This Unit Price Listing will be updated periodically as needed. If you have any suggestions or comments, please contact the Engineering Department. Your suggestions and comments will be considered during the next revision of the Unit Price List. Grading Embankment/Excavation CY ,000 CY , ,000 CY , ,000 CY ,001 + CY 3.20 CY Export or Import 0 1,000 CY ,001 + CY 9.25 Clearing and Grubbing SF 0.35 Page 3 of 12
4 Section II DRAINAGE, STORM DRAIN, AND EROSION CONTROL AC Spillway 1321 Each Box Culvert P.C.C. CY 1, Curb Inlet Remove Existing EA 1, (1302) EA 3, (1303) EA 4, Culvert, Reinforced Concrete Pipe (RCP) 12" or less LF " LF " LF " LF " LF " LF " LF " LF " LF " LF " LF Culvert, PVC Pipe 4" 6" LF " 12" LF " LF " LF " LF " LF " LF " LF Culvert, Parkway Type "A" (1309) EA 2, Type "B" (1309) EA 2, Type "C" (1309) EA 1, Private Curbcore 3 PVC EA Concrete Concrete Pavement, Sidewalk, Driveway: Structural CY Minor Structures CY 1, thick SF thick SF thick SF thick SF x4 (Header) LF x6 (Header) LF 2.20 Concrete Pipe-Slope Anchor (1333) EA Downdrain to Pipe Transition (1331) EA Page 4 of 12
5 Section II DRAINAGE, STORM DRAIN, AND EROSION CONTROL Down Drain (1321) Drainage Ditch (Brow) LF Drainage Inlet Temporary (1330) EA Inlet, Curb Type I (1301) EA 3, Type II (1302) EA 3, Type III (1303) EA 3, Type IV (1304) EA 3, Inlet, C.S.P. Type V (1305) EA Junction Structure Type I (1310) EA 4, Type II (1311) EA 4, Type III (1312) EA 4, Type IV (1313) EA 4, Type V (1314) EA 4, Concrete Lug Type VI (1315) EA Adjust Storm Drain Cleanout to Grade EA Geotextiles for Subdrain Geotextiles for Bank Protection Type I non-woven fabric (1808) Type II non-woven fabric below rip-rap (1808) SF SF Pipe Collar, Reinforced- Concrete Terrace Drain & Down Drain Intersect (1317) EA 2, (1321) EA Culvert Debris Wall EA Headwalls EA 2, Reinforcing Pipe Collar (1317) EA 2, Rip-Rap Energy Dissipator Rip-Rap, Grouted ¼ Ton (1809) CY ½ Ton CY Ton CY Ton CY Ton CY Ton (1809) CY 155 ½ Ton (1809) CY Ton (1809) CY 185 Page 5 of 12
6 Section II DRAINAGE, STORM DRAIN, AND EROSION CONTROL 2 Ton (1809) CY Ton (1809) CY 225 Sub drain 4 6" LF Subdrain headwall 8" LF 1, Geotextiles for Silt Fence Erosion/Sediment Control Type I woven fabric (1808) SF.75 Geotextiles for Shore Protection Type III non-woven fabric below shore armor (1808) SF 1.50 Sand/Gravel bag EA 1.10 Desilting Basin (1327) 2,500 Stabilized Construction Area SF 1.25 Storm Drain Inlet Protection Fiber Mat SF 0.40 Fiber Rolls LF 2.25 Page 6 of 12
7 Section II DRAINAGE, STORM DRAIN, AND EROSION CONTROL Hydro-Seed SF 0.20 Silt Fence LF 1.60 Straw bales EA 5.00 Straw Mat SF 0.28 Wood Chips SF 0.30 Sandbag Velocity Reducer (1328) cost per bag Sub-drain 4 6 LF LF Sub-drain headwall EA 2, SMALL Inlets 6" Atrium Grate EA 75 12"x12" Grate EA "x18" Grate EA "x24" Grate EA 200 Page 7 of 12
8 Section III STREET/SURFACE IMPROVEMENTS Alley Apron SF 5.50 Paving, AC 0.5" Surface (1805) SF " Surface SF " Surface SF " Surface SF " Surface SF 2.15 Temporary, for trenches Ton AC Pavement & Resurfacing 4 thick SF thick SF thick SF 3.80 Paving, CTB Paving, PCC Paving 4" Surface SF " Surface SF " Surface SF " Surface SF " Surface SF " SF " SF " SF " SF " SF 4.80 Sawcut AC/PCC LF 3.00 Remove Existing SF 1.00 Preparation of Subgrade SF 0.40 Paving Pattern-Stamped Median SF 5.85 (1807) Paving Preparation of 1806 SF 0.40 Subgrade Remove Bituminous pvmt per inch of thickness SF 0.25 Curb & Gutter Removal ( ) LF " Type LF " Type LF Rolled (Private Street) LF (1201) Cross Gutter (Steep Grades) Special (1208) SF 7.50 Curb Ramp 1115 Driveway Removal SF 3.10 Installation (1209) SF 6.00 Median Stamped Concrete SF 5.00 Decorative concrete SF 6.50 Interlocking Pavers SF Page 8 of 12
9 Section III STREET/SURFACE IMPROVEMENTS Redwood Header Sidewalk 2"x6" LF 5.30 Remove Existing LF 1.00 Removal * ) SF (1205) SF (1205) SF 3.25 Ramp EA Survey Monument EA Trench Resurfacing LF Page 9 of 12
10 Section IV TRAFFIC Detector Loops EA Pull Box EA Relocate Pull Box EA Remove Striping LF 2.00 Relocate Existing Power Pole EA 13, Street Light L.P. Sodium EA 4, H.P. Sodium EA 4, Street Name Sign EA Traffic Striping and Pavement 0 4,000 ( ) LF 0.65 Markings 4,000 + ( ) LF 0.40 Traffic Signal (Based on 2 x 2 LS 105, number of lanes at intersection) 4 x 2 LS 115, x 2 LS 120, x 4 LS 130, x 6 LS 140, x 6 LS 230, Traffic Signal Interconnection LF Traffic Control (Estimated 0 $1,000,000 LS 5% Improvement) $1,000,000 LS 3% Temporary Concrete Barrier Type K LF Page 10 of 12
11 Section V LANDSCAPING AND IRRIGATION Shrubs 1-Gallon EA Gallon EA Slope Planting Ground Cover 1,000 SF Ground Cover, Trees, and 1,000 Shrubs SF Hydro-Seeding 1,000 SF Trees Remove Existing EA Gallon? (1700) EA Gallon? (1700) EA Gallon EA Gallon EA " Box EA " Box EA " Box EA Street Trees 15-gallon EA 14-inch Box EA Tree Root Barrier (1708) Tree Grate Each IRRIGATION Backflow Prevention Assembly W/enclosure EA 1, Slope Irrigation 1,000 SF Page 11 of 12
12 Section VI MISCELLANEOUS Bridge Vehicular SF Pedestrian SF Crash Cushion G.R.E.A.T. EA 36, Excavation For Structures CY Fence Fence, Chain Link Remove Existing Chain- LF 5.85 Link Fence 4' (600-0-OC) LF ' (600-0-OC) LF ' (600-0-OC) LF Guard Rail Metal Beam LF Guard Post EA Guard Barricade EA Median Barrier EA Shoring 5 10 ft. deep LF ft. deep LF ft. deep LF Survey Monument Block Wall, 6-foot (1414) (1415) SF Wall, Retaining Masonry (618-0) SF Reinforced Concrete CY Gravity SF Crib SF UNIT ABBREVIATIONS: CF (Cubic Feet), CY (Cubic Yard), EA (Each), GAL (Gallon), LF (Linear Foot), LS (Lump Sum), SF (Square Foot). ( ) Numbers in parenthesis indicate Public Facilities & Resources Department (PF&RD) Standard Plans, 1996 Edition. N:\195\621402\02\Misc\3Cost Estimate Unit Price List2.doc Page 12 of 12
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