PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 826,103.50 $ $
RCFC $ 0.00 $ $
Dom Wtr EMWD $ 283,212.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 217,022.40 $ $
Total 1,326,337.90 $ $
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
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
IP23-027S / IP23-027U
37671-F 3/13/2024
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(120% of Estimated (**50% of Estimated
Construction Costs) Construction Costs)
826,000.00 413,000.00
0.00 0.00
283,000.00 141,500.00
0.00 0.00
217,000.00 108,500.00
1,326,000.00 663,000.00
132,600.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS 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 $ 140,080.17
CY $ 50.00 $ 60,654.63
Ton $ 600.00 $ 0.00
SF $ 0.90 $ 0.00
LF $ 1.00 $ 0.00
SF $ 0.50 $ 0.00
SY $ 0.60 $ 0.00
SY $ 8.00 $ 0.00
LF $ 18.00 $ 0.00
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 $ 50,680.00
LF $ 16.00 $ 0.00
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 $ 15,900.00
SF $ 6.00 $ 93,378.00
SF $ 8.00 $ 93,280.00
SF $ 6.00 $ 0.00
EA $ 1,500.00 $ 6,000.00
EA $ 2,500.00 $ 0.00
LF $ 100.00 $ 0.00
LF $ 35.00 $ 0.00
ITEM QUANTITY UNIT AMOUNT
COST
25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
-
1. Projects with Grading Plan for Roadway
- CY $
(c) Import and Fill
Asphalt Concrete (144 lbs/cu.ft)
1,556
Agg Base Class II 1,213
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) =
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
Thickness in Feet (0.33' MIN) =
Sawcut Exist AC Pavement
Cold Plane AC Pavement
Secondary Access Pavement
Remove AC Dike
Remove Chain Link Fence
Remove Barricade
Grinding AC, in place
Remove AC Pavement
Remove Curb & Gutter
Curb and Gutter (Type A-8)
Type "C" Curb
Type "D-1" Curb
Relocate Mailbox
AC overlay (Min 0.10')
Curb and Gutter (Type A-6)
3,620
PCC Cross Gutter and Spandrels 1,590
PCC Sidewalk 15,563
PCC Driveway Approach 11,660
Type "D" Curb
AC Dike (6")(incl material & labor)
AC Dike (8")(incl material & labor)
Barricades
Metal Beam Guard Railing
PCC Dip Section Std 307
ADA Access Ramp (w/ new construction)
4 ADA Access Ramp (in existing improvements)
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET & DRAINAGE IMPROVEMENTS
UNITITEM QUANTITY UNIT AMOUNT
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 $ 70,000.00
EA $ 150.00 $ 0.00
EA $ 400.00 $ 0.00
LF $ 16.00 $ 0.00
EA $ 1,000.00 $ 5,000.00
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 $ 2,000.00
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
LF $ 50.00 $ 0.00
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets)
Relocate Power Pole
Street Lights (including conduit)
14 Adjust Water Valve to Grade ( if no water plan )
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Adjust MH to Grade ( if no sewer plan )
6" to 11" Curb Transition
Gutter Depression for Curb Opening Catch Basin
5 Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation
LANDSCAPING
Maintenance Walk STD 113
Remove trees
Landscape Fill Material
Water Meter
Electric Meter
DRAINAGE
Cut Off Wall ( Std 2' )
A C Overside Drain
Under Sidewalk Drain Std 309
Concrete Bulkhead
Slope Anchors for Pipes
Interceptor Drain
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 304
1 Terrace Drain & Down Drain
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
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
24" CSP or HDPE N12
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
Facing Rock Rip Rap
UNITITEM QUANTITY UNIT AMOUNT
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
CY $ 400.00 $ 0.00
30" CSP or HDPE N12
36" CSP or HDPE N12
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'
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
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
FLOOD DRAINAGE Facilities
60" RCP round, arch or elliptical
Cable Fencing
18" RCP round, arch or elliptical
66" RCP round, arch or elliptical
Manhole No. 3
Basin Outlets/Inlets
Cut Off Wall ( 4' )
6" Thick Reinforced PCC Overflow
Junction Structure No. 3
Concrete Bulkhead
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
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
UNITITEM QUANTITY UNIT AMOUNT
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 $ 30.00
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
LS $ 15,000.00 $ 0.00
6" Concrete Apron
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
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
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
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
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)
Install Pull Box (#5)
Pavement Marker, Reflective
8 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 )
Design/submittals/review
Mobilization
Traffic Control
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
UNITITEM QUANTITY UNIT AMOUNT
A $ 537,827.80
B $ 107,565.56
C $ 43,026.22
D $ 688,419.58
E $ 137,683.92
F $ 826,103.50
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)
Subtotal
UNIT
LF $ 25.00 $ 0.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 61,180.00
LF $ 55.00 $ 0.00
LF $ 90.00 $ 0.00
LF $ 135.00 $ 0.00
LF $ 180.00 $ 0.00
LF $ 235.00 $ 0.00
LF $ 35.00 $ 2,625.00
LF $ 235.00 $ 0.00
LF $ 200.00 $ 9,000.00
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 $ 32,000.00
EA $ 4,500.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 4,000.00 $ 0.00
EA $ 2,400.00 $ 4,800.00
EA $ 4,000.00 $ 0.00
EA $ 500.00 $ 500.00
EA $ 1,300.00 $ 67,600.00
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 $ 1,000.00
EA $ 2,500.00 $ 5,000.00
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 $ 500.00 $ 0.00
EA $ 250.00 $ 2,250.00
A $ 196,675.00
B $ 39,335.00
C $ 236,010.00
D $ 47,202.00
E $ 283,212.00
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
COST
4" Waterline PVC C-900 DR-18
6" Waterline PVC C-900 DR-18
8" Waterline PVC C-900 DR-18 1,748
12" Waterline PVC C-900 DR-18
16" Waterline PVC C-905 DR-18
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
16" Pipe Casing 45
8" Waterline Fusible PVC 75
6" Gate Valve RS
8" Gate Valve RS 6
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
6" Fire Hydrant (Standard) 8
24" Butterfly Valve
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff
1" Air and Vacuum Valve 2
2" Air and Vacuum Valve
1" Service Connection with meter 52
1-1/2" Service Connection ( No Meter) 1
2" Service Connection ( No Meter)
1" Meter 1
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 2
Join at existing end of 8" pipe 2
1" Hot Tap
12" Misc Fittings
8" Misc Fittings 9
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)
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
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
RECYCLED WATER IMPROVEMENTS
COST
ITEM QUANTITY UNIT AMOUNT
4" Waterline PVC C-900 DR-18 Purple
6" Waterline PVC C-900 DR-18 Purple
8" Waterline PVC C-900 DR-18 Purple
12" Waterline PVC C-900 DR-18 Purple
16" Waterline PVC C-905 DR-18 Purple
18" Waterline PVC C-905 DR-18 Purple
20" Waterline PVC C-905 DR-18 Purple
4" Gate Valve RS
6" Gate Valve RS
8" Gate Valve RS
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
4" Blowoff
6" Blowoff
1" Air and Vacuum Valve
2" Air and Vacuum Valve
1" Service Connection ( No Meter)
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter)
4" Service Connection ( No Meter)
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 12" pipe
1" Hot Tap
4" Hot Tap
6" Hot Tap
8" Hot Tap
12" Hot Tap
12" Misc Fittings
8" Misc Fittings
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)
UNIT
LF $ 25.00 $ 42,075.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 66,395.00
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 $ 34,540.00
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 $ 0.00
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 $ 7,700.00
A $ 150,710.00
B $ 30,142.00
C $ 180,852.00
D $ 36,170.40
E $ 217,022.40
COST
4" PVC SDR 35 (Use it for Residential Laterals) 1683
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
6" PVC SDR 35 Green
8" PVC SDR 35 Green 1897
27" VCP
24" VCP
10" PVC SDR 35 Green
12" PVC SDR 35 Green
30" VCP
15" PVC SDR 35 Green
8" VCP
10" VCP
12" VCP
15" VCP
18" VCP
21" VCP
Standard Manhole 48" 11
Standard Manhole 60"
Shallow Manhole (5' or less)
Concrete Encasement
8" End Cap
Clean out
Clean out Lateral
Tie to Existing Manhole
Rechannel Existing Manhole
Join Existing 8" Pipe
Join Existing 4" Pipe
Join Existing 12" Pipe
Chimney
Adjust MH to grade
Backwater Valves 11
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)