PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 1,613,893.38 $ $
RCFC $ 0.00 $ $
Dom Wtr EMWD $ 368,265.60 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 205,552.80 $ $
Total 2,187,711.78 $ $
Warranty Retention (10%) $
Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs
Signature Date
Amir H. Fallahi 55534
Name Typed or printed RCE#
Civil Engineer's Stamp
2,188,000.00 1,094,000.00
218,800.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS 368,500.00 184,250.00
0.00 0.00
205,500.00 102,750.00
Construction Costs) Construction Costs)
1,614,000.00 807,000.00
0.00 0.00
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(120% of Estimated (**50% of Estimated
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
IP23-028S / IP23-028U
37671-2 3/13/2024
3/13/2024
Chris Heron
USED FOR
BONDS
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.
1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.
3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as provided by the Design Engineer should be used.
*** PLEASE READ INSTRUCTIONS BELOW ***
UNIT
ROADWAY SECTION 1 Area = SF
Excavation
Cut (c) = CY
Road area and side slopes to daylight Fill (f) = CY
CY $ 0.40 $ 0.00
CY $ 1.10 $ 0.00
CY $ 2.80 $ 0.00
TON $ 90.00 $ 368,127.44
CY $ 50.00 $ 169,121.65
Ton $ 600.00 $ 0.00
SF $ 0.90 $ 0.00
LF $ 1.00 $ 177.00
SF $ 0.50 $ 177.00
SY $ 0.60 $ 0.00
SY $ 8.00 $ 0.00
LF $ 18.00 $ 9,738.00
LF $ 16.00 $ 2,688.00
LF $ 3.00 $ 0.00
LF $ 7.50 $ 0.00
LF $ 10.00 $ 0.00
EA $ 250.00 $ 0.00
SF $ 0.90 $ 0.00
LF $ 14.00 $ 45,920.00
LF $ 16.00 $ 36,208.00
LF $ 12.00 $ 21,792.00
LF $ 12.00 $ 0.00
LF $ 10.00 $ 0.00
LF $ 15.00 $ 0.00
LF $ 8.00 $ 0.00
LF $ 10.00 $ 0.00
SF $ 10.00 $ 8,500.00
SF $ 6.00 $ 119,748.00
SF $ 8.00 $ 138,656.00
SF $ 6.00 $ 0.00
EA $ 1,500.00 $ 9,000.00
EA $ 2,500.00 $ 0.00
LF $ 100.00 $ 0.00
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET & DRAINAGE IMPROVEMENTS
Barricades
PCC Dip Section Std 307
ADA Access Ramp (w/ new construction)
6 ADA Access Ramp (in existing improvements)
PCC Cross Gutter and Spandrels 850
PCC Sidewalk 19,958
PCC Driveway Approach 17,332
Type "D" Curb
AC Dike (6")(incl material & labor)
AC Dike (8")(incl material & labor)
Curb and Gutter (Type A-8)
2,263
Type "C" Curb
Type "D-1" Curb
Relocate Mailbox
AC overlay (Min 0.10')
Curb and Gutter (Type A-6)
3,280
Curb (Type A-8)
Remove AC Dike
Remove Chain Link Fence
Remove Barricade
Grinding AC, in place
Remove AC Pavement
Remove Curb & Gutter
541
Remove Curb
Sawcut Exist AC Pavement 177
Cold Plane AC Pavement 354
Secondary Access Pavement
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
Thickness in Feet (0.50' MIN) =
Asphalt Concrete (144 lbs/cu.ft) 4,090
Agg Base Class II 3,382
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% of actual costs
to assure that work will be corrected to eliminate
hazardous conditions.)
(a) Excavate and Fill
(b) Excavate and Export
Thickness in Feet (0.33' MIN) =
2. Projects without a Grading Plan
-
1. Projects with Grading Plan for Roadway
- CY $
(c) Import and Fill
ITEM QUANTITY UNIT AMOUNT
COST
25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 1,816
168
UNITITEM QUANTITY UNIT AMOUNT
LF $ 35.00 $ 0.00
LF $ 10.00 $ 0.00
LF $ 15.00 $ 0.00
LF $ 12.00 $ 0.00
EA $ 1,000.00 $ 0.00
EA $ 10,000.00 $ 0.00
EA $ 5,000.00 $ 110,000.00
EA $ 150.00 $ 0.00
EA $ 400.00 $ 0.00
LF $ 16.00 $ 0.00
EA $ 1,000.00 $ 4,000.00
SF $ 4.00 $ 0.00
SF $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
SF $ 3.50 $ 0.00
CY $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
SF $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 300.00 $ 0.00
CY $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 6,000.00
SF $ 6.50 $ 0.00
SF $ 6.50 $ 0.00
CY $ 200.00 $ 0.00
CY $ 80.00 $ 0.00
CY $ 80.00 $ 0.00
CY $ 90.00 $ 0.00
CY $ 100.00 $ 0.00
CY $ 110.00 $ 0.00
CY $ 100.00 $ 0.00
CY $ 120.00 $ 0.00
CY $ 130.00 $ 0.00
CY $ 140.00 $ 0.00
LF $ 35.00 $ 0.00
LF $ 113.00 $ 0.00
LF $ 132.00 $ 0.00
LF $ 153.00 $ 0.00
LF $ 178.00 $ 0.00
LF $ 204.00 $ 0.00
LF $ 235.00 $ 0.00
LF $ 350.00 0.00
LF $ 350.00 $ 0.00
LF $ 40.00 $ 0.00
Facing Rock Rip Rap
42" RCP round, arch or elliptical
48" RCP round, arch or elliptical
18" CSP or HDPE N12
3'x5' Reinforced Concrete Box
6'x2' Reinforced Concrete Box
24" RCP round, arch or elliptical
30" RCP round, arch or elliptical
36" RCP round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" RCP round, arch or elliptical
8" PVC SDR 35 Drainage Pipe
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap ( 1/4 Ton ) Method B
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
Interceptor Drain
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 304
3 Terrace Drain & Down Drain
DRAINAGE
Cut Off Wall ( Std 2' )
A C Overside Drain
Under Sidewalk Drain Std 309
Concrete Bulkhead
Slope Anchors for Pipes
Landscape and Irrigation
LANDSCAPING
Maintenance Walk STD 113
Remove trees
Landscape Fill Material
Water Meter
Electric Meter
Adjust MH to Grade ( if no sewer plan )
6" to 11" Curb Transition
Gutter Depression for Curb Opening Catch Basin
4 Colored Stamped Concrete
Street Trees ( 15 Gallon )
Relocate Power Pole
Street Lights (including conduit)
22 Adjust Water Valve to Grade ( if no water plan )
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Metal Beam Guard Railing
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets)
UNITITEM QUANTITY UNIT AMOUNT
LF $ 50.00 $ 0.00
LF $ 60.00 $ 0.00
LF $ 70.00 $ 0.00
LF $ 80.00 $ 0.00
LF $ 100.00 $ 0.00
EA $ 3,000.00 $ 0.00
EA $ 4,000.00 $ 0.00
EA $ 6,000.00 $ 0.00
EA $ 7,500.00 $ 0.00
EA $ 11,000.00 $ 0.00
EA $ 14,500.00 $ 0.00
EA $ 2,500.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 5,000.00 $ 0.00
EA $ 5,000.00 $ 0.00
EA $ 12,500.00 $ 0.00
EA $ 12,500.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 5,000.00 $ 0.00
EA $ 6,500.00 $ 0.00
EA $ 2,700.00 $ 0.00
EA $ 6,500.00 $ 0.00
EA $ 3,000.00 $ 0.00
CY $ 400.00 $ 0.00
EA $ 1,000.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 300.00 $ 0.00
EA $ 500.00 $ 0.00
EA $ 5,000.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 6,000.00 $ 0.00
SF $ 4.00 $ 0.00
SF $ 6.00 $ 0.00
SF $ 10.00 $ 0.00
EA $ 7,500.00 $ 0.00
LF $ 113.00 $ 0.00
LF $ 300.00 $ 0.00
LF $ 300.00 $ 0.00
LF $ 375.00 $ 0.00
EA $ 2,700.00 $ 0.00
EA $ 6,000.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 200.00 $ 0.00
CY $ 80.00 $ 0.00
LF $ 20.00 $ 0.00
4" Thick PCC Access Road
Caltrans Wingwall/Headwall
Transition Structure No. 3
Trash Rack
Class II Base Access Road
Concrete Drop Inlet
Concrete Collar
Special Connection to Catch Basin
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain
4'x6' Reinforced Concrete Box
66" RCP round, arch or elliptical
Manhole No. 3
Basin Outlets/Inlets
6" Thick Reinforced PCC Overflow
Junction Structure No. 3
Concrete Bulkhead
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
FLOOD DRAINAGE Facilities
60" RCP round, arch or elliptical
Cable Fencing
18" RCP round, arch or elliptical
Manhole No. 3
Manhole No. 4
Concrete Flared End Section
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
Manhole Safety Ledge
Manhole No. 2
RCP Riser
Timber Bulkhead
Bio-Clean MWS
Junction Structure No. 2
Junction Structure No. 6
Transition Structure No. 1
Catch Basin W=28'
Inlet Type IX or X
Junction Structure No. 1
Junction Structure No. 4
Junction Structure No. 3
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" CSP or HDPE N12
48" CSP or HDPE N12
Catch Basin W=5'
Catch Basin W=10'
24" CSP or HDPE N12
30" CSP or HDPE N12
36" CSP or HDPE N12
UNITITEM QUANTITY UNIT AMOUNT
CY $ 400.00 $ 0.00
SF $ 10.00 $ 0.00
SF $ 2.50 $ 0.00
LF $ 0.21 $ 0.00
LF $ 0.30 $ 0.00
LF $ 0.16 $ 0.00
LF $ 0.47 $ 0.00
LF $ 0.65 $ 0.00
LF $ 0.82 $ 0.00
LF $ 1.30 $ 0.00
LF $ 0.36 $ 0.00
LF $ 0.82 $ 0.00
SF $ 2.70 $ 0.00
SF $ 2.50 $ 0.00
LF $ 0.52 $ 0.00
LF $ 0.47 $ 0.00
LF $ 0.83 $ 0.00
LF $ 0.63 $ 0.00
LF $ 0.78 $ 0.00
LF $ 0.97 $ 0.00
LF $ 1.13 $ 0.00
LF $ 2.83 $ 0.00
SF $ 3.61 $ 0.00
SF $ 2.25 $ 0.00
SF $ 3.00 $ 0.00
EA $ 50.00 $ 0.00
EA $ 100.00 $ 0.00
EA $ 275.00 $ 825.00
EA $ 150.00 $ 0.00
EA $ 425.00 $ 0.00
EA $ 250.00 $ 0.00
EA $ 150.00 $ 0.00
EA $ 300.00 $ 0.00
EA $ 60.00 $ 0.00
EA $ 40.00 $ 0.00
EA $ 45.00 $ 0.00
EA $ 3.75 $ 33.75
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
EA $ 450.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
LF $ 25.00 $ 0.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
Cut Off Wall ( 4' )
Design/submittals/review
Mobilization
3" PVC Conduit & Fiber Optic Cable
Survey
Install Pull Box (#6)
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
Pavement Marker, Reflective
9 New Traffic Signal & Lighting (Major Intersection)
New Traffic Signal & Lighting (Minor Intersection)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Stop Sign & Post
Road Sign on existing pole / post (One Post)
Road Sign on existing pole / post (Two Post)
Street Name Sign
3 Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings
Thermoplastic Channelizing Limit Line and Pavement
Marking
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes
8" Painted Channelizing Line
4" Painted Solid Stripes
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes
SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
6" Concrete Apron
UNITITEM QUANTITY UNIT AMOUNT
LS $ 15,000.00 $ 0.00
A $ 1,050,711.84
B $ 210,142.37
C $ 84,056.95
D $ 1,344,911.15
E $ 268,982.23
F $ 1,613,893.38
Subtotal
Traffic Control
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
20% x D
Streets/Drainage Total (D + E)
CM - Inspection - LC (8%)
Administrative Contingency (20% x A)
Streets/Drainage Total (A + B + C)
UNIT
LF $ 25.00 $ 0.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 51,450.00
LF $ 55.00 $ 57,970.00
LF $ 90.00 $ 0.00
LF $ 135.00 $ 0.00
LF $ 180.00 $ 0.00
LF $ 235.00 $ 0.00
LF $ 235.00 $ 0.00
EA $ 715.00 $ 0.00
EA $ 830.00 $ 0.00
EA $ 1,340.00 $ 8,040.00
EA $ 2,300.00 $ 0.00
EA $ 6,270.00 $ 0.00
EA $ 14,300.00 $ 0.00
EA $ 15,000.00 $ 0.00
EA $ 4,000.00 $ 28,000.00
EA $ 4,500.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 4,000.00 $ 4,000.00
EA $ 2,400.00 $ 9,600.00
EA $ 4,000.00 $ 0.00
EA $ 500.00 $ 16,500.00
EA $ 1,300.00 $ 58,500.00
EA $ 2,480.00 $ 2,480.00
EA $ 2,780.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 200.00 $ 200.00
EA $ 500.00 $ 2,500.00
EA $ 2,500.00 $ 7,500.00
EA $ 2,500.00 $ 7,500.00
EA $ 1,000.00 $ 0.00
EA $ 1,430.00 $ 0.00
EA $ 1,750.00 $ 0.00
EA $ 2,200.00 $ 0.00
EA $ 3,150.00 $ 0.00
EA $ 1,660.00 $ 0.00
EA $ 500.00 $ 1,000.00
EA $ 250.00 $ 500.00
A $ 255,740.00
B $ 51,148.00
C $ 306,888.00
D $ 61,377.60
E $ 368,265.60
12" Misc Fittings 2
8" Misc Fittings 2
20% x C
Water Total (C + D)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( ORD.460, SEC. 10.3E)
Water Total (A + B)
Subtotal
Administrative Contingency (20% x A)
4" Hot Tap
6" Hot Tap
8" Hot Tap
12" Hot Tap
4" Service Connection ( No Meter)
Adjust Water Valve to Grade 1
Removal of Blowoff 5
Join at existing end of 8" pipe 3
1" Hot Tap
Join at existing end of 12" pipe 3
1" Air and Vacuum Valve 4
2" Air and Vacuum Valve
1" Service Connection with 1" meter 45
1-1/2" Service Connection ( No Meter) 1
2" Service Connection ( No Meter)
1" Meter 33
6" Fire Hydrant (Standard) 7
24" Butterfly Valve
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff 1
6" Gate Valve RS
8" Gate Valve RS 6
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
18" Waterline PVC C-905 DR-18
20" Waterline PVC C-905 DR-18
4" Gate Valve RS
24" Waterline PVC C-905 DR-18
8" CML&C w/full weld double pass
4" Waterline PVC C-900 DR-18
6" Waterline PVC C-900 DR-18
8" Waterline PVC C-900 DR-18 1,470
12" Waterline PVC C-900 DR-18 1,054
16" Waterline PVC C-905 DR-18
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
COST
UNIT
LF $ 25.00 $ 0.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 0.00
LF $ 55.00 $ 0.00
LF $ 90.00 $ 0.00
LF $ 135.00 $ 0.00
LF $ 180.00 $ 0.00
EA $ 715.00 $ 0.00
EA $ 830.00 $ 0.00
EA $ 1,340.00 $ 0.00
EA $ 2,300.00 $ 0.00
EA $ 6,270.00 $ 0.00
EA $ 14,300.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 4,000.00 $ 0.00
EA $ 2,400.00 $ 0.00
EA $ 4,000.00 $ 0.00
EA $ 800.00 $ 0.00
EA $ 2,480.00 $ 0.00
EA $ 2,780.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 1,000.00 $ 0.00
EA $ 1,430.00 $ 0.00
EA $ 1,750.00 $ 0.00
EA $ 2,200.00 $ 0.00
EA $ 3,150.00 $ 0.00
EA $ 900.00 $ 0.00
EA $ 500.00 $ 0.00
EA $ 900.00 $ 0.00
EA $ 500.00 $ 0.00
A $ 0.00
B $ 0.00
C $ 0.00
D $ 0.00
E $ 0.00
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLAND
( ORD.460, SEC. 10.3E)
20% x C
Water Total (C + D)
8" Misc Fittings
8" Hot Tap
12" Hot Tap
12" Misc Fittings
1" Hot Tap
4" Hot Tap
6" Hot Tap
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 12" pipe
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter)
4" Service Connection ( No Meter)
1" Air and Vacuum Valve
2" Air and Vacuum Valve
1" Service Connection ( No Meter)
18" Gate Valve RS
4" Blowoff
6" Blowoff
8" Gate Valve RS
12" Gate Valve RS
16" Gate Valve RS
20" Waterline PVC C-905 DR-18 Purple
4" Gate Valve RS
6" Gate Valve RS
12" Waterline PVC C-900 DR-18 Purple
16" Waterline PVC C-905 DR-18 Purple
18" Waterline PVC C-905 DR-18 Purple
4" Waterline PVC C-900 DR-18 Purple
6" Waterline PVC C-900 DR-18 Purple
8" Waterline PVC C-900 DR-18 Purple
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
RECYCLED WATER IMPROVEMENTS
COST
ITEM QUANTITY UNIT AMOUNT
UNIT
LF $ 25.00 $ 39,500.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 51,625.00
LF $ 46.00 $ 0.00
LF $ 54.00 $ 0.00
LF $ 90.00 $ 0.00
LF $ 55.00 $ 0.00
LF $ 62.00 $ 0.00
LF $ 72.00 $ 0.00
LF $ 81.00 $ 0.00
LF $ 162.00 $ 0.00
LF $ 183.00 $ 0.00
LF $ 195.00 $ 0.00
LF $ 215.00 $ 0.00
LF $ 236.00 $ 0.00
EA $ 3,140.00 $ 40,820.00
EA $ 4,500.00 $ 0.00
EA $ 3,300.00 $ 0.00
EA $ 730.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 2,100.00 $ 0.00
EA $ 1,500.00 $ 0.00
EA $ 1,200.00 $ 0.00
EA $ 1,500.00 $ 4,500.00
EA $ 2,000.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
LF $ 35.00 $ 0.00
EA $ 650.00 $ 0.00
EA $ 700.00 $ 6,300.00
A $ 142,745.00
B $ 28,549.00
C $ 171,294.00
D $ 34,258.80
E $ 205,552.80
20% x C
Sewer Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Sewer Total (A + B)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLAND (
ORD.460, SEC. 10.3E)
Concrete Encasement
8" End Cap
Backwater Valves 9
Join Existing 12" Pipe
Chimney
Adjust MH to grade
Tie to Existing Manhole
Rechannel Existing Manhole
Join Existing 8" Pipe 3
Join Existing 4" Pipe
Shallow Manhole (5' or less)
Clean out
Clean out Lateral
30" VCP
Standard Manhole 48" 13
Standard Manhole 60"
21" VCP
24" VCP
27" VCP
12" VCP
15" VCP
18" VCP
15" PVC SDR 35 Green
8" VCP
10" VCP
8" PVC SDR 35 Green 1475
10" PVC SDR 35 Green
12" PVC SDR 35 Green
COST
4" PVC SDR 35 (Use it for Residential Laterals) 1580
6" PVC SDR 35 Green
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT