CITY OF SAN MARCOS ENGINEERING DIVISION

Transcription

1 AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in document and can be ed) 1 Civic Center Dr., San Marcos, CA (760) FAX (760) STANDARD SECTION 1: REMOVALS/RELOCATIONS: 1. Remove Existing Redwood Header $0.75 L.F. $ Remove Curb and Gutter $3.00 L.F. $ Remove A.C. Dike $1.50 L.F. $ Remove Existing Sidewalk $1.50 S.F. $ Remove Existing Paving/Base $1.50 S.F. $ Remove Striping $3.00 L.F. $ Sawcut $4.00 L.F. $0.00 SECTION 2: EARTHWORK: Typical On-Site Grading: C.Y. $27.50 C.Y. $ ,001-20,000 C.Y. $22.00 C.Y. $ , ,000 C.Y. $16.50 C.Y. $ , ,000 C.Y. $11.00 C.Y. $ ,001 and above $7.15 C.Y. $0.00 Special Grading: 13. Clearing and Grubbing $0.45 S.F. $ Roadway Excavation $28.00 C.Y. $ Structural Excavation $70.00 C.Y. $0.00 Import or Export: ,000 $28.00 C.Y. $ ,001-19,999 $22.00 C.Y. $ >20,000 $12.00 C.Y. $0.00 Erosion Control: 19. Sand or Gravel Bag $3.00 EA. $ Jute Mat $0.40 S.F. $ Straw Mat $0.28 S.F. $ Straw Bales $5.00 EA. $ of 13

2 23. Silt Fence $1.60 L.F. $ Fiber Rolls $3.00 L.F. $ Fiber Mat $0.40 S.F. $ Hydroseed (for erosion control only - not landscaping) $0.33 S.F. $ Wood Fiber Mat $0.25 S.F. $ Coconut Fiber Mat $0.40 S.F. $ Bonded Fiber Matrix $0.09 S.F. $ Stablilized Construction Entrance $5.25 S.F. $ Hydraulic Mulch $0.30 S.F. $ Concrete Washout $ EA. $ Inlet Protection (Sediment) $ EA. $ Guar Binder $0.03 S.F. $0.00 Subdrains: 35. 4"-6" $30.00 L.F. $ " $35.00 L.F. $ Subdrain Headwall $2, EA. $ Shoring (Subsurface Structure) $25.00 S.F. $0.00 SECTION 3: DRAINAGE 39. D-1,2,3 Type "A,B,C" Inlet (L=4'-6') $5, EA. $ D-1,2,3 Type "A,B,C" Inlet (L=7'-10') $5, EA. $ D-1,2,3 Type "A,B,C" Inlet (L=11'-14') $5, EA. $ D-1,2,3 Type "A,B,C" Inlet (L=15'-20') $5, EA. $ D-4 Type D Curb Inlet $3, L.F. $ D-7 Type "F" Catch Basin $4, EA. $ D-8 Type "G" Catch Basin $4, EA. $ D-9 Type "A" Storm Drain Cleanout $4, EA. $ D-10 Type "B" Storm Drain Cleanout $4, EA. $ D-16 Types "A" & "B" Corrugated Steel Pipe Inlets $2, EA. $ D-22 A.C. Spillway $ EA. $ Box Culvert P.C.C. $1, C.Y. $ D-25 Type "A" Curb/Sidewalk Outlet $2, EA. $ D-27 Sidewalk Underdrain Pipe $ EA. $ D-29 Type "I" Catch Basin $4, EA. $ D-32 Type "B" Straight Headwall (12"- 36" circular pipe) $3, EA. $ D-30&31 Type "A" Straight Headwall $5, EA. $ D-32&33 Type "A-GRAVITY" Straight Headwall $3, EA. $ D-34 Wing & Type "U" Headwall (18" - 60" circular pipe) $4, EA. $ of 13

3 Wing & Type "U" Headwall (60" - 84" circular 58. D-35 (A&B) pipe) $7, EA. $ D-36&37 L Type Headwall $4, EA. $ D-38 Curtain Wall $ EA. $ D-39 Inlet Apron $1, EA. $ Concrete Structural $ C.Y. $0.00 D-40 Rip-Rap Energy Dissipator: Ton $ C.Y. $ Ton $ C.Y. $ Ton $ C.Y. $ Ton $ C.Y. $ Ton $ C.Y. $ D-41 Concrete Energy Dissipator $8, EA. $ D-62 Pipe Collar $2, EA. $ D-63 Concrete Lug (24"-72") $1, EA. $ D Minor/Major Reinforced P.C.C. Drainage Channel $1, L.F. $ D-72 Cutoff Wall for Drainage Channel $ EA. $ D-74 Graded Earth Channel. $70.00 C.Y. $ D-75 Drainage Ditch $25.00 L.F. $ D Single, Double, or Triple) Reinforced Box Culvert $1, C.Y. $ G-12,-13 3' Wide by 6" deep P.C.C. Cross Gutter $10.25 L.F. $ Private Drain Inlet (12" x 12") $ EA. $ Private Drain Inlet (18" x 18") $ EA. $ Private Drain Inlet (24" x 24") $ EA. $0.00 Private PVC/CMP/HDPE Culverts 80. 4" Private Storm Drain (PVC/HDPE) $20.00 L.F. $ " Private Storm Drain (PVC/HDPE) $20.00 L.F. $ " Private Storm Drain (PVC/HDPE) $30.00 L.F. $ " Private Storm Drain (PVC/HDPE) $35.00 L.F. $ " Private Storm Drain (PVC/HDPE) $40.00 L.F. $ " Private Storm Drain (PVC/HDPE) $45.00 L.F. $ " Private Storm Drain (PVC/HDPE) $60.00 L.F. $ " Private Storm Drain (PVC/HDPE) $80.00 L.F. $ " Private Storm Drain (PVC/HDPE) $90.00 L.F. $ " Private Storm Drain (PVC/HDPE) $ L.F. $ " Private Storm Drain (PVC/HDPE) $ L.F. $ " Private Storm Drain (PVC/HDPE) $ L.F. $ " or less Culvert Pipe $60.00 L.F. $ of 13

4 18" Public Storm Drain 93. (RCP, Lined CMP, ACP, CIPP) $95.00 L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ " Public Storm Drain (RCP, Lined CMP, ACP, CIPP) $ L.F. $ HEC-2 Study and FEMA Revision $30, L.S. $ Connect to S.D $ EA. $0.00 RCP Storm Drain (Water Tight Joints) " RCP Storm Drain (Water Tight Joints) $99.75 L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $ " RCP Storm Drain (Water Tight Joints) $ L.F. $0.00 Miscellaneous Private Drainage 114. CDS Unit (Small) $20, EA. $ CDS Unit (Medium) $35, EA. $ CDS Unit (Large) $700, EA. $ BIO-SWALE $5.50 L.F. $ "x12" Box Inlet (PVT) $1, EA. $ "x18" Box Inlet (PVT) $2, EA. $ "x24" Box Inlet (PVT) $2, EA. $ Filter Insert $2, EA. $ ' Ribbon Gutter $10.00 L.F. $0.00 SECTION 4: GENERAL SURFACE IMPROVEMENTS: 123. Grind & Overlay $2.50 S.F. $ of 13

5 124 Pavement Design Schedule J $5.00 S.F. $ Preparation of Subgrade $0.50 S.F. $ Engineered Filter Fabric $1.50 S.Y. $ A.C. Paving 144 lbs./cu.ft. $75.00 Ton $ " A.C. Paving $0.45 S.F. $ ½" A.C. Paving (overlay) $0.68 S.F. $ " A.C. Paving $1.00 S.F. $ " A.C. Paving $1.50 S.F. $ " A.C. Paving $2.00 S.F. $ " A.C. Paving $2.50 S.F. $ Class 2 Agg. Base (140 lbs/cu/ft) $20.00 Ton $ " Class Agg. Base $0.08 S.F. $ Cement Treated Base (CTB) (150 lbs./cu.ft.) $40.00 Ton $ " Cement Treated Base (CTB) $1.00 S.F. $ " Cement Treated Base (CTB) $1.10 S.F. $ " Cement Treated Base (CTB) $1.25 S.F. $ " Cement Treated Base (CTB) $1.60 S.F. $ " Cement Treated Base (CTB) $1.65 S.F. $ " Cement Treated Base (CTB) $1.70 S.F. $ " Cement Treated Base (CTB) $1.75 S.F. $ " Cement Treated Base (CTB) $1.80 S.F. $ "+ Cement Treated Base (CTB) $1.85 S.F. $ " A.C. over 6" Class 2 Agg. Base $2.83 S.F. $ " A.C. over 6" Class 2 Agg. Base $3.28 S.F. $ " A.C. over 6" Class 2 Agg. Base $3.73 S.F. $ " A.C. over 8" Class 2 Agg. Base $3.89 S.F. $0.00 Paving P.C.C " Thick PCC Paving $5.00 S.F. $ " Thick PCC Paving $5.50 S.F. $ " Thick PCC Paving $6.00 S.F. $ " Thick PCC Paving $6.50 S.F. $ " Thick PCC Paving $7.50 S.F. $ " x 4" Redwood Header $5.00 L.F. $0.00 Curb & Gutter 156 Removal $3.00 L.F. $ G-1 6" Curb Only $16.00 L.F. $ G-1 8" Curb Only $18.00 L.F. $ G-2 6" Type "G" Curb and Gutter $22.00 L.F. $ G-2 8" Type "G" Curb and Gutter $24.00 L.F. $ of 13

6 161 G-2 6" Type "H" Curb and Gutter $25.00 L.F. $ G-2 8" Type "H" Curb and Gutter $30.00 L.F. $ G-4 Rolled Curb and Gutter $26.00 L.F. $ G-5 4" Type "E" A.C. Dike $8.00 L.F. $ G-5 6" Type "A" A.C. Dike $9.50 L.F. $ G-5 8" Type "B" A.C. Dike $11.00 L.F. $ A.C. Overlay 1"-2" $1.00 S.F. $ AC Slurry Seal $0.60 S.F. $ G-6 Type "B-1" Median Curb $12.00 L.F. $ G-6 Type "B-2" Median Curb $18.00 L.F. $ G-6 Type "B-3" Median Curb $21.00 L.F. $ G-7 P.C.C. Sidewalk (4" nominal depth) $5.00 S.F. $ "Solidified" D.G. Walkway (6" nominal depth) $5.00 S.F. $ Stamped Concrete $5.00 S.F. $ Decorative Concrete $6.50 S.F. $ Interlocking Pavers $10.50 S.F. $ G-12,-13 P.C.C. Cross Gutter $8.00 S.F. $ G-14A,B,&C P.C.C. Driveway $7.00 S.F. $ G-17 Alley Apron $8.00 S.F. $ G-22,-23 Cutoff Wall for Drainage Channel $1, EA. $ G-24 Type "B" Trench Resurfacing $25.00 S.F. $ G Types "A", "B", "C" & "D" Curb Ramp $1, EA. $ G-31 Alley $1, EA. $ G Narrow Trenching $11.50 L.F. $ Adjust To Grade $1, E.A. $ of 13

7 SECTION 5: TRAFFIC/ELECTRICAL: Traffic Signal System (based on # of lanes at intersection x 2 (Tee) $160, L.S. $ x 3 $165, L.S. $ x 2 $175, L.S. $ x 4 $180, L.S. $ x 6 $195, L.S. $ x 6 $210, L.S. $ x 6 $295, L.S. $ Detector Loops $ EA. $ Bike Lane Signing And Striping $2, M.I. $ Video Detection Per approach $8, EA. $ Signal Ahead Flasher $4, EA. $ Traffic Signal Interconnection $20.00 L.F. $0.00 Street Striping: 198. Remove Striping $3.00 L.F. $ $0-4,000 $1.00 L.F. $ $4,001 + $0.60 L.F. $0.00 Traffic Control: 201. $0-1,000,000 of estimated improvement 5.0% $ $1,000,001 + of estimated improvement 3.0% $0.00 Electrical Systems: E-1 LPSV Street Light: Watt $4, EA. $ Watt $4, EA. $ Watt $4, EA. $ Watt $4, EA. $ E-1, E-2 Per SDE-101, L.P. SODIUM $6, EA. $ E-1, E-2 Per SDE-101, H.P. SODIUM $6, EA. $ Overhead Utility Undergrounding $ L.F. $ SDM-102 Street Name Sign $ E.A. $0.00 Pull Box: 211 Type 3 1½" $ EA. $ Type 5" $ EA. $ Type 6" $ EA. $ Relocate Pullbox (and associated conduit) $ E.A. $ Per SDI-105 (ALL TYPES) $ E.A. $0.00 SECTION 6: LANDSCAPING: Planting 7 of 13

8 Shrubs: gallon $6.00 EA. $ gallon $20.00 EA. $0.00 Parkway or Median Trees: gallon $15.00 EA. $ gallon $85.00 EA. $ " Box $ EA. $ " Box $ EA. $ " Box $ EA. $ Slope Planting (Ground Cover) $0.48 S.F. $ Slope Planting (Ground Cover + Trees & Shrubs) $0.79 S.F. $ Slope Hydroseeding $0.13 S.F. $ Tree Grate with frame $ EA. $ Tree Maintenance (per tree) $ YR. $0.00 Irrigation: 228 Backflow Prevention Assembly w/enclosure $1, EA. $ Slope Irrigation $0.59 S.F. $0.00 SECTION 7: MISCELLANEOUS: M-6 Chain Link Fence: 230 4' high $40.00 L.F. $ ' high $50.00 L.F. $ ' high $60.00 L.F. $ Wood Fence $6.00 S.F. $ M-9 Guard Post $ EA. $ M-9 Continuous Barricade $ EA. $ M-10 Street Survey Monument $ EA. $ M Metal Beam Guard Rail $30.00 L.F. $ DS-13 Street Name Sign $ EA. $0.00 Bridge: 239 Vehicular $ S.F. $ Pedestrain $ S.F. $ Excavation for structure $31.00 C.Y. $0.00 Shoring: feet deep $11.20 L.F. $ feet deep $17.40 L.F. $ feet deep $25.00 L.F. $ Bridge (Vehicular) $8.00 S.F. $ Bridge (Pedestrian) $7.00 S.F. $ Median Barrier (Type 50, PCC) $55.00 EA. $ of 13

9 248 Crash Cushion (G.R.E.A.T) $36, EA. $0.00 Concrete Structures: 249 C-1 to C-6 Masonry Retaining Wall (Types 1-6) $29.65 S.F. $ C-11, C-12 Reinforced Concrete (cast-in-place) Retaining Wall $ C.Y. $ Gravity Retaining Wall $22.00 S.F. $ Crib Retaining Wall $25.00 S.F. $0.00 SECTION 8: WET UTILITIES Sewer (Bonding thru VWD) (2002): 253 S-1 Sewer Manhole (4' Diameter) $3, EA. $ S-1 Sewer Manhole (5' Diameter) $4, EA. $ S-2,-3 Sewer Manhole Drop (4' Diameter) $3, EA. $ S-2 Sewer Manhole (3'x5') $3, EA. $ S-2 Sewer Manhole (3'x5' W/ Locking Cover) $4, EA. $ S-2 Sewer Manhole (3'x5' PVC-LINER) $5, EA. $ S-2 Sewer Manhole (3'x5' PVC-Liner & Locking Cover) $6, EA. $ S-17 Sewer Manhole (3'x4') $3, EA. $ S-17 Sewer Manhole (3'x4' W/ Locking Cover) $4, EA. $ S-17 Sewer Manhole (3'x4' PVC-LINER) $3, EA. $ S-17 Sewer Manhole (3'x4' PVC-Liner & Locking Cover) $5, EA. $ M-4 Sewer Manhole Locking Cover $ EA. $0.00 Concrete Cradle: 265 8" Sewer $13.95 L.F. $ S-6 10" Sewer $15.40 L.F. $ " Sewer $17.60 L.F. $ " Sewer $20.35 L.F. $ S-6 18" Sewer $24.85 L.F. $ S-6 21" Sewer $29.00 L.F. $ " Sewer $30.00 L.F. $ S-6 27" Sewer $34.40 L.F. $ S-6 30" Sewer $41.20 L.F. $ S-6 36" Sewer $52.95 L.F. $ S-6 42" Sewer $68.70 L.F. $ " Sewer $78.25 L.F. $ S-8 Sewer Main Clean-out $1, EA. $ S-11 Sewer Concrete Encasement $19.00 L.F. $ S-7 8" Sewer Concrete Encasement $21.95 L.F. $ " Sewer Concrete Encasement $25.60 L.F. $ S-7 12" Sewer Concrete Encasement $29.20 L.F. $ of 13

10 282 15" Sewer Concrete Encasement $34.35 L.F. $ " Sewer Concrete Encasement $40.20 L.F. $ " Sewer Concrete Encasement $45.10 L.F. $ " Sewer Concrete Encasement $50.40 L.F. $ " Sewer Concrete Encasement $59.60 L.F. $ " Sewer Concrete Encasement $73.30 L.F. $ " Sewer Concrete Encasement $84.20 L.F. $ " Sewer Concrete Encasement $95.60 L.F. $ " Sewer Concrete Encasement $ L.F. $ Concrete Anchor $1, L.F. $ Cut Off Wall (Type B) $1, EA. $ Concrete Protective Slab $11.00 L.F. $ S-4,-5 4" VCP Sewer Lateral (30 ft. long to existing Main) $1, EA. $ S-4,-5 4" DIP Sewer Lateral (30 ft. long to existing Main) $1, EA. $ S-4,-5 6" VCP Sewer Lateral (30 ft. long to existing Main) $2, EA. $ S-13 4", 40' Long Street Sewer Lateral $1, E.A. $ ", 40' Long Street Sewer Lateral $2, EA. $ ", 40' Long Street Sewer Lateral $3, EA. $ ", 40' Long Alley Sewer Lateral $1, EA. $ ", 40' Long Alley Sewer Lateral $1, E.A. $0.00 * S-4 PVC Sewer Main 302 6" VCP/PVC Sewer Main $61.85 L.F. $ S-12 8" VCP/PVC Sewer Main $50.00 L.F. $ S-12 10" VCP/PVC Sewer Main $72.20 L.F. $ S-12 12" VCP/PVC Sewer Main $88.65 L.F. $ S-12 15" VCP/PVC Sewer Main $97.90 L.F. $ S-12 18" VCP/PVC Sewer Main $ L.F. $ S-4,-5 21" VCP/PVC Sewer Main $ L.F. $ " VCP/PVC Sewer Main $ L.F. $ " VCP/PVC Sewer Main $ L.F. $ " VCP/PVC Sewer Main $ L.F. $ " VCP/PVC Sewer Main $ L.F. $0.00 ESVC Sewer Main Per S " ESVC Sewer Main $75.00 L.F. $ " ESVC Sewer Main $85.00 L.F. $ " ESVC Sewer Main $90.00 L.F. $ " ESVC Sewer Main $95.00 L.F. $ " ESVC Sewer Main $ L.F. $ of 13

11 318 21" ESVC Sewer Main $ L.F. $ " ESVC Sewer Main $ L.F. $ " ESVC Sewer Main $ L.F. $ " ESVC Sewer Main $ L.F. $ " ESVC Sewer Main $ L.F. $ " ESVC Sewer Main $ L.F. $ " DIP Sewer Main (Poly Wrap) Detail $8.00 L.F. $ " DIP Sewer Main (Poly Wrap) Detail $7.00 L.F. $ " Stub & Plug $8.00 EA. $ Adjust Manhole Rim to grade $ EA. $ S-8 Remove Existing Clean-out $ EA. $ S-1 Rechannel Existing Manhole $ EA. $0.00 Pressure Sewer Pipe 330 4" PVC Pipe $52.70 L.F. $ " PVC Pipe $71.75 L.F. $0.00 Steel Casing " Steel Casing $97.50 L.F. $ " Steel Casing $ L.F " Steel Casing $ L.F " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ " Steel Casing $ L.F. $ Sewer Pump Station (Multiple Units) $250, E.A. $0.00 Sewer Access Road: 345 4" Decomposed Granite $5.25 S.F. $ Concrete Surface $45.00 S.F. $ SDG-113 AC Sewer Access Road $11.30 S.F. $0.00 * Add 2% for every foot of cover over 5 feet Water (Bonding thru VWD (2002): 348 W-6 1" Water Service $1, EA. $ W-6,2,-7 1½" or 2" Water Service $1, EA. $ W-8 3" Water Service $5, EA. $ W-2 1" Air and Vacuum Valve $1, EA. $ of 13

12 352 2" Air and Vacuum Valve $2, EA. $ " Air and Vacuum Valve $5, EA. $ Relocate Air and Vacuum Valve $1, EA. $ W-1 2" Blow-off Assembly $1, EA. $ W-7 SDW-106 2" Type B,C,D $1, EA " Blow-off Assembly $3, EA. $ " Blow-off Assembly $5, EA. $ W-4,-5 Fire Hydrant Assembly $3, EA. $ W-4,-5 Relocate Fire Hydrant $2, EA. $ W-10 Fire Hydrant New, 2-way $3, EA. $ Fire Hydrant New, 3-way $4, EA. $ W-23 Multiple Service $ EA. $ W-14,-16 4" GateValve $ EA. $ W-14,-16 6" Gate Valve $1, EA. $ W-14,-16 8" Gate Valve $1, EA. $ W-14,-16 10" Gate Valve $2, EA. $ W-14,-16 12" Gate Valve $3, EA. $ W-14,-16 16" Gate Valve $4, EA. #VALUE! " Gate Valve $5, EA. #VALUE! 371 W-14,-16 14" Butterfly Valve $2, EA. $ W-14,-16 16" Butterfly Valve $3, EA. $ W-14,-16 18" Butterfly Valve $3, EA. $ W-14,-16 24" Butterfly Valve $6, EA. $ W-14,-16 36" Butterfly Valve $7, EA. $ Protection Post $ EA. $ W-15 Concrete Thrust Block $ EA. $ W-17 Thrust Block $ S.F. $ W-19 2" & Smaller Backflow Device $1, EA. $ W-12 Below Ground Detector Check $5, EA. $ W-13 Above Ground Detector Check $3, EA. $ W-16 End Cap $50.00 EA. $ W-14 Adjust Gate Valve to grade $ EA. $ W-21 4" ACP Main (PVC) $38.00 L.F. $ W-21 6" ACP Main (PVC) $50.00 L.F. $ W-17,-18 8" ACP Main $58.00 L.F. $ W-17,-18 10" ACP Main $63.00 L.F. $ W-17,-18 12" ACP Main $70.00 L.F. $ W-21 16" ACP Main (PVC) $89.00 L.F. $ W-21 20" ACP Main (CL-150) $ $ of 13

13 391 W-17,-18 6" CML & C Steel Pipe Ductile Iron Main $50.50 L.F. $ W-17,-18 8" CML & C Steel Pipe Ductile Iron Main $61.00 L.F. $ W-17,-18 10" CML & C Steel Pipe Ductile Iron Main $67.00 L.F. $ W-17,-18 12" CML & C Steel Pipe Ductile Iron Main $73.00 L.F. $ W-17,-18 14" CML & C Steel Pipe Ductile Iron Main $79.00 L.F. $ W-17,-18 16" CML & C Steel Pipe Ductile Iron Main $92.00 L.F. $ W-17,-18 18" CML & C Steel Pipe Ductile Iron Main $ L.F. $ W-17,-18 24" CML & C Steel Pipe Ductile Iron Main $ L.F. $ W-17,-18 30" CML & C Steel Pipe Ductile Iron Main $ L.F. $ W-21 1" Water Test Station $1, EA. $ W-23 8" Pressure, Reducing w/ box $9, EA. $ W-1 1" W/ 1x0.75" meter $2, EA. $ W-1 1" w/ 1" meter $2, EA. $ W-2 2" w/ 1.5 meter $2, EA. $ W-2 2" w/ 2" meter $2, EA. $ " w 2-2" meter, manifold $4, EA. $ W-1 1" water service w/o meter $2, EA. $ W-2 2" water service w/o meter $2, EA. $ W-2 2-2" water service w/o meter $3, EA. $ Adjust Water Meter to grade $ EA. $ Relocate Water Meter $ EA. $ Tab Existing Main & Saddle $2, EA. $ Cathodic Test Station $ EA. $ Perform Pipe Jacking $ L.F. $0.00 GRADING SUB- IMPROVEMENTS SUB- IMPROVEMENTS 15% CONTINGENCY IMPROVEMENTS GRAND 1 : Reference 1) San Diego Area Regional Standard Drawing (SDARSD) or 2) Vallecitos Water District's Standard Specifications for Construction of Water and Sewer Facilities (VWD) Note: An item in ( ) indicates a VWD Standard Drawing 13 of 13