PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 208,593.19
*Flood Control $ 0.00
Dom Wtr EMWD $ 0.00
Rec Wtr EMWD $ 0.00
Sewer EMWD $ 0.00
Total 208,593.19
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).
Signature Date
Richard Valdez 48060
Name Typed or printed RCE#
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.
20,850.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Construction Costs) Construction Costs)
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated ( % of Estimated
IP23-021S/SD
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
CUP 2019-013 8/16/2024
C 48060
8/16/2024
$
$
$
$
$
$
208,500.00
0.00 0.00
0.00 208,500.00
0.00 $
$
$
$
$
$
208,500.00
0.00 0.00
0.00 208,500.00
0.00 100
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEMENTS
UNIT
ROADWAY SECTION 1 - BAILEY PARK Area = S.F.
Excavation
TON $ 90.00 $ 37,350.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 14,750.00
Thickness in Feet =
Ton $ 600.00 $ 300.00
L.F. $ 1.00 $ 200.00
S.Y. $ 0.60 $ 7.80
S.Y. $ 8.00 $ 4,448.00
L.F. $ 7.50 $ 2,250.00
S.F. $ 0.90 $ 9,405.00
L.F. $ 14.00 $ 4,270.00
S.F. $ 6.00 $ 10,980.00
S.F. $ 8.00 $ 16,800.00
EA. $ 1,500.00 $ 6,000.00
L.F. $ 10.00 $ 3,100.00
EA. $ 5,000.00 $ 5,000.00
DRIVEWAY RECONSTRUCTION - BAILEY PARK Area =
S.F.
TON $ 90.00 $ 4,950.00
Thickness in Feet =
EA $ 17.00 $ 71.40
LS $ 2,000.00 $ 2,000.00
LF $ 27.00 $ 3,267.00
SF $ 0.50 $ 301.00
20% Contingency (Unsigned Plans) 1,127.88
L.F. $ 80.00 $ 1,600.00
EA. $ 11,000.00 $ 11,000.00
L.F. $ 0.52 $ 150.80
L.F. $ 0.83 $ 734.55
EA. $ 250.00 $ 500.00
L.F. $ 60.00 $ 20,400.00
EA $ 500.00 $ 1,000.00
0.00 EA. $ 200.00 $ 1,000.00
$ $ 0.00
A. $ 162,963.43
B. Administrative Contingency (20% x A) $ 32,592.69
C. CM - Inspection - LC (8%) $ 13,037.07
D Streets/Drainage Total (A + B) $ 208,593.19
Subtotal
Install Pull Box (#6) 2
Adjust Water Valve to Grade 5
Stop Sign & Post 2
2" Schedule 80 PVC Conduit w/AWG wire 340
4" Thermoplastic Double Solid Stripes 885
602
DRAINAGE
4" Thermoplastic Solid Stripes 290
SIGNING, STRIPING AND SIGNALS
Catch Basin W=21' 1
Street Lights (including conduit) 1
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets) 310
ADA Access Ramp (w/ new construction) 4
P.C.C. Sidewalk 1,830
P.C.C. Driveway Approach 2,100
AC overlay - ZEIDERS (min. 0.10') 10,450
Curb and Gutter (Type A-6) 305
Remove Chain Link Fence 300
Grinding A.C. , in place 13
Remove A.C. Pavement 556
Sawcut Exist. A.C. Pavement 200
0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
0.5 Asphalt Concrete (144 lbs/cu.ft) 415
0.5 Agg Base Class II 295
11,300
ITEM QUANTITY UNIT AMOUNT
COST
Asphalt Concrete (144 lbs/cu.ft) 55
0.25 3,040
MISC.
Shrubs ( 5 Gallon ) 21
Landscape and Irrigation (Extend 3/4" line + emitters) 1
LANDSCAPING
18" R.C.P. 20
Mow Curb 121
Bark
UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 55.00 $ 0.00
EA. $ 3,140.00 $ 0.00
EA. $ 500.00 $ 0.00
$ $ 0.00
A. $ 0.00
B. $ 0.00
C. $ 0.00
D. $ 0.00
E. $ 0.00
20% x C
Sewer Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Sewer Total (A + B)
PRIOR TO HAVING SIGNED PLAND (
Adjust M.H. to grade
Standard Manhole 48"
8" VCP
COST
4" PVC SDR 35 (Use it for Residential Laterals)
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
PARCEL MAP OR TRACT NO. SCH: DATE:
PP, CU, PU, MS OR VL NO.
$ 9,573.00
$ 0.00
$ 0.00
$ 36,216.00
$
$ 287.19
Total
INSPECTION DEPOSIT CALCULATION
Street/DrainageA. Street/Drainage ( % x I.)
NOTE: Use 3% for Inspection
IV. Sewer (Line C from Sewer Improvement Calculations)
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
CUP 2019-013
IMPROVEMENT COSTS (Including Contingencies)
I. Streets/Drainage (Line C from Street Improvement Calculations) II. Domestic Water (Line C from Domestic Water Improvement Calculations) III. Recycled Water (Line C from Recycled Water Improvement Calculations) 8/16/2024