PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 1,061,168.86 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 236,419.20 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 306,604.80 $ $
Total 1,604,192.86 $ $
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
Above amounts do G do not G include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E).
12/3/2025
Signature Date
AMIR H. FALLAHI 55534
Name Typed or printed RCE# Exp. Date
Civil Engineer's Stamp
*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.
21-085S
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
TR 37409-2 1/13/2025
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**100% of Estimated
Construction Costs) Construction Costs)
1,061,000.00 1,061,000.00
0.00 0.00
236,500.00 236,500.00
0.00 0.00
306,500.00 306,500.00
1,604,000.00 1,604,000.00
160,400.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Approved for bonding
A. Backlund
1/16/25
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEMENTS
UNIT
ROADWAY SECTION 1 Area = S.F.
Excavation
Cut (c) = C.Y.
Road area and side slopes to daylight Fill (f) = C.Y.
C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 236,293.20
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 2,455.56
L.F. $ 14.00 $ 96,600.00
L.F. $ 10.00 $ 460.00
S.F. $ 10.00 $ 33,000.00
S.F. $ 6.00 $ 199,500.00
S.F. $ 8.00 $ 144,000.00
EA. $ 1,500.00 $ 15,000.00
EA. $ 5,000.00 $ 90,000.00
EA $ 2,500.00 $ 10,000.00
S.F $ 3.61 $ 79.42
EA. $ 275.00 $ 1,650.00
$ $ 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
A. $ 829,038.18
B. Administrative Contingency (20% x A) $ 165,807.64
C. CM - Inspection - LC (8%) $ 66,323.05
D Streets/Drainage Total (A + B) $ 1,061,168.86
0.00 110,500
ITEM QUANTITY UNIT AMOUNT
COST
C.Y. $ 25.00 $ Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
1. Projects with Grading Plan for Roadway
0.33 Agg Base Class II
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 -
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 2,625
0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
4.1 Curb Only (Type 6A) 46
Curb and Gutter (Type 6) 6,900
ADA Access Ramp (w/ new construction) 10
P.C.C. Cross Gutter and Spandrels 3,300
P.C.C. Sidewalk 33,250
P.C.C. Driveway Approach 18,000
Gutter Depression 4
Street Lights (including conduit) 18
SIGNING, STRIPING AND SIGNALS
Thermoplastic Pavement Markings 22
Street Name Sign 6
Survey
Subtotal
Design/submittals/review
Mobilization
Traffic Control
UNIT
L.F. $ 35.00 $ 112,525.00
EA. $ 1,340.00 $ 16,080.00
EA. $ 4,000.00 $ 40,000.00
EA. $ 4,000.00 $ 12,000.00
EA. $ 2,400.00 $ 9,600.00
EA. $ 1,200.00 $ 76,800.00
EA. $ 800.00 $ 3,200.00
EA. $ 500.00 $ 1,500.00
EA. $ 500.00 $ 1,000.00
EA. $ 2,000.00 $ 4,000.00
A. $ 164,180.00
B. $ 32,836.00
C. $ 197,016.00
D. $ 39,403.20
E. $ 236,419.20
6" Fire Hydrant (Standard) 10
8" Gate Valve RS 12
COST
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
Removal of Blowoff & AV&AR 2
Join at existing end of 8" pipe 2
8" Waterline PVC C-900 DR-18 3,215
1" Air and Vacuum Valve. 4
1" Service Connection (no Meter) 4
6" Blowoff 3
1" Service with 1" Meter Connection 64
1" Service Meter 3
20% x C
Water Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
UNIT
L.F. $ 25.00 $ 52,500.00
L.F. $ 35.00 $ 101,080.00
EA. $ 3,140.00 $ 34,540.00
EA. $ 1,500.00 $ 3,000.00
EA. $ 500.00 $ 20,500.00
EA. $ 650.00 $ 1,300.00
A. $ 212,920.00
B. $ 42,584.00
C. Sewer Total (A + B) $ 255,504.00
D. 20% x C $ 51,100.80
E. Sewer Total (C + D) $ 306,604.80
COST
4" PVC SDR 35 (Use it for Residential Laterals) 2,100
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
Join Existing 8" Pipe 2
Standard Manhole 48" 11
8" PVC SDR 35 Green 2,888
Backwater Valve. 41
Subtotal
Administrative Contingency (20% x A)
Temporary End Plugs 2
CITY OF MENIFEE
OFFICE OF THE CITY SURVEYOR
MONUMENT BOND COMPUTATION
MAP # 37409-2 SCHEDULE MAP CHECKER
Cost per Monument
$2500.00* $300
$2500.00* $600
x + 20% = Total Bond Amount
x x 120% = $75,960.00
$
Date:
REVISED 2010
211 $300
Monument Inspection Fee (Deposit Based)
( ) Set monuments
( ) Monuments will need to be recovered and/or reset at time of inspection Submitted Monument Bond Computation to Planning Dept. Plan Check Review * Based on a crew of, 1) Registered Principal Eng. Technician, 1) Senior Eng. Technician.
Total Monuments to be Bonded
Schedule "I" Maps
Minimum Cost
Schedule "A" through "H" Maps
Cost per Monument
Approved for bonding
A. Backlund
1/16/25