PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 235,578.88 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 78,976.80 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 92,152.80 $ $
Total 406,708.48 $ $
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).
51512 6/30/2020
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.
12-006
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
36299-1 3/2/2020
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**50% of Estimated
Construction Costs) Construction Costs)
235,500.00 117,750.00
0.00 0.00
79,000.00 39,500.00
0.00 0.00
92,000.00 46,000.00
406,500.00 203,250.00
40,650.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Mike Ghalbi
3/2/2020
Name Typed or printed
Signature Date
UNIT
ROADWAY SECTION 1 Area = S.F.
Excavation
Cut (c) = C.Y.
Road area and side slopes to daylight Fill (f) = C.Y.
40 C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 44.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 2,340.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 1,067.00
Thickness in Feet =
Ton $ 600.00 $ 19.80
L.F. $ 1.00 $ 125.00
S.F. $ 0.50 $ 325.00
S.Y. $ 0.60 $ 130.20
S.Y. $ 8.00 $ 2,080.00
L.F. $ 18.00 $ 1,800.00
L.F. $ 14.00 $ 420.00
S.F. $ 6.00 $ 5,040.00
S.F. $ 8.00 $ 4,000.00
EA. $ 5,000.00 $ 5,000.00
EA. $ 150.00 $ 300.00
S.F. $ 3.50 $ 4,725.00
EA $ 3,000.00 $ 3,000.00
L.F. $ 113.00 $ 11,413.00
L.F. $ 132.00 $ 17,292.00
L.F. $ 235.00 $ 106,925.00
EA. $ 2,500.00 $ 2,500.00
EA. $ 5,000.00 $ 5,000.00
EA. $ 6,500.00 $ 6,500.00
C.Y. $ 400.00 $ 4,000.00
A. $ 184,046.00
B. Administrative Contingency (20% x A)$ 36,809.20
C. CM - Inspection - LC (8%) $ 14,723.68
D Streets/Drainage Total (A + B) $ 235,578.88
Asphalt Concrete (144 lbs/cu.ft) 26
0.42 Agg Base Class II 21
Area x 0.50' (hinge point to hinge point)
- (a.) Excavate and Fill
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.)
(c.) Import and Fill -
(b.) Excavate and Export
$ 0.00$25.00
Cold Plane A.C. Pavement 650
ITEM QUANTITY UNIT AMOUNT
COST
2. Projects without a Grading Plan 40
860
1. Projects with Grading Plan for Roadway
C.Y.
Street Lights (including conduit) 1
Adjust Water Valve to Grade ( if no water plan ) 2
40 0.67
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
0.0 Grinding A.C. , in place 217
Remove A.C. Pavement 260
Remove Curb and Gutter 100
Sawcut Exist. A.C. Pavement 125
Curb and Gutter (Type A-6) 30
P.C.C. Sidewalk 840
P.C.C. Driveway Approach 500
24" R.C.P. round, arch or elliptical 131
18" R.C.P. round, arch or elliptical 101
48" R.C.P. round, arch or elliptical 455
Subtotal
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEMENTS
Junction Structure No. 6 1
Manhole No. 2 1
Structural Reinforcement Concrete 10
Landscape and Irrigation 1,350
Remove trees 1
Catch Basin W=4' 1
UNIT
L.F. $ 25.00 $ 1,500.00
L.F. $ 30.00 $ 480.00
L.F. $ 35.00 $ 2,800.00
EA. $ 715.00 $ 1,430.00
EA. $ 830.00 $ 830.00
EA. $ 1,340.00 $ 1,340.00
EA. $ 4,500.00 $ 4,500.00
EA. $ 2,400.00 $ 2,400.00
EA. $ 2,200.00 $ 2,200.00
LS $ 500.00 $ 500.00
L.F. $ 20.00 $ 9,640.00
EA. $ 750.00 $ 5,250.00
EA. $ 5,000.00 $ 5,000.00
L.F. $ 35.00 $ 16,975.00
A. $ 54,845.00
B. $ 10,969.00
C. $ 65,814.00
D. $ 13,162.80
E. $ 78,976.80
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
4" Gate Valve RS 2
8" Waterline PVC C-900 DR-18 80
COST
OFF-SITE IMPROVEMENTS
4" Waterline PVC C-900 DR-18 60
6" Waterline PVC C-900 DR-18 16
1" Air and Vacuum Valve. 1
6" Fire Hydrant (Super) 1
6" Gate Valve RS 1
8" Gate Valve RS 1
8" Hot Tap 1
Remove Plug and Connect 2" line 1
6" Fire-Line PVC C-900 485
Service Line & Sub-Meter to Unit 7
8" Private RPDA 1
ON-SITE IMPROVEMENTS
2" Potable Water PVC C-900 482
20% x C
Water Total (C + D)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
UNIT
L.F. $ 55.00 $ 3,575.00
EA. $ 3,140.00 $ 6,280.00
L.F. $ 55.00 $ 3,575.00
EA. $ 25.00 $ 32,875.00
EA. $ 150.00 $ 2,250.00
EA. $ 3,140.00 $ 3,140.00
EA. $ 12,000.00 $ 12,000.00
EA. $ 300.00 $ 300.00
A. $ 63,995.00
B. $ 12,799.00
C. $ 76,794.00
D. $ 15,358.80
E. $ 92,152.80
COST
OFF-SITE SEWER IMPROVEMENTS
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
Standard Manhole 48" 2
ON-SITE SEWER IMPROVEMENTS
8" VCP 65
8" VCP 65
4" HDPE 1315
Temporary Cap 15
Standard Manhole 48" 1
Grease Interceptor 1
4" Drain Inlet 1
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 (