PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 242,855.75 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 242,855.75 $ $
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 include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E).
9/23/2020
Signature Date
Grant Becklund 23737 12/31/2021
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.
IP18-003S
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
CUP 2018-199E 9/23/2020
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**50% of Estimated
Construction Costs) Construction Costs)
243,000.00 121,500.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
243,000.00 121,500.00
24,300.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Grant Becklund
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEMENTS
UNIT
PALOMAR ROAD - 30 FT SECTION 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 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
MATTHEWS ROAD - 16 FOOT LANE Area = S.F.
Excavation
2. Projects without a Grading Plan: 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 $ 12,234.24
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 335.64
MATTHEWS ROAD - 6 FOOT SHOULDER Area = S.F.
Excavation
2. Projects without a Grading Plan: Cut (c) = C.Y.
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 $ 15,290.35
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 16,572.44
Thickness in Feet =
Ton $ 600.00 $ 125.87
MATTHEWS ROAD - 16 FOOT LANE Area = S.F.
Excavation
0.00$25.00
0 - (b.) Excavate and Export
- (a.) Excavate and Fill
- (c.) Import and Fill
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)
ITEM QUANTITY UNIT AMOUNT
COST
2. Projects without a Grading Plan
15,104
1. Projects with Grading Plan for Roadway
C.Y. $
1. Projects with Grading Plan for Roadway
7,020
Area x 0.50' (hinge point to hinge point)
Asphalt Concrete (144 lbs/cu.ft)
0.125
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.)
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) 15,104
1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 136
0.125
Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
0.6 5,664
1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 170
0.4166
Agg Base Class II 331
(a.) Excavate and Fill -
(b.) Excavate and Export -
1.58 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
0.2 2. Projects without a Grading Plan: Cut (c) = C.Y.
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 $ 40,774.28
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 44,193.19
Thickness in Feet =
Ton $ 600.00 $ 335.64
L.F. $ 1.00 $ 0.00
S.F. $ 0.50 $ 3,510.00
S.Y. $ 0.60 $ 9,062.40
S.Y. $ 8.00 $ 0.00
L.F. $ 18.00 $ 900.00
L.F. $ 3.00 $ 0.00
L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 0.00
EA. $ 250.00 $ 0.00
S.F. $ 0.90 $ 0.00
L.F. $ 14.00 $ 0.00
L.F. $ 16.00 $ 800.00
L.F. $ 12.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 3,000.00
S.F. $ 6.00 $ 1,200.00
S.F. $ 8.00 $ 22,400.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 2,500.00 $ 2,500.00
L.F. $ 100.00 $ 0.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 1,600.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 0.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
Agg Base Class II 884
1.58 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
0.6 (a.) Excavate and Fill -
Asphalt Concrete (144 lbs/cu.ft) 453
0.4166
(b.) Excavate and Export -
(c.) Import and Fill -
Grinding A.C. , in place MATTHEWS ROAD 19-INCHES 15,104 Remove A.C. Pavement
Remove Curb and Gutter 50
Sawcut Exist. A.C. Pavement
Cold Plane A.C. Pavement PALOMAR ROAD 7,020
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
Type "D" Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type A-8) 50
Type "C" Curb
Type "D-1" Curb
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction)
ADA Access Ramp (in existing improvements) 1
P.C.C. Cross Gutter and Spandrels 300
P.C.C. Sidewalk 200
P.C.C. Driveway Approach 2,800
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets)
Adjust MH to Grade ( if no sewer plan ) 4
Relocate Power Pole
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan )
LANDSCAPING
Maintenance Walk STD 113
Colored Stamped Concrete
Street Trees ( 15 Gallon )
S.F. $ 3.50 $ 0.00
C.Y. $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
S.F. $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 300.00 $ 0.00
C.Y. $ 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 $ 0.00
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 0.00
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
C.Y. $ 140.00 $ 0.00
L.F. $ 113.00 $ 0.00
L.F. $ 132.00 $ 0.00
L.F. $ 153.00 $ 0.00
L.F. $ 178.00 $ 0.00
L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 40.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
L.F. $ 80.00 $ 0.00
L.F. $ 100.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 4,000.00 $ 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. $ 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
C.Y. $ 400.00 $ 0.00
Landscape Fill Material
Water Meter
Electric Meter
Landscape and Irrigation
Remove trees
Cut Off Wall ( Std 2' )
A. C. Overside Drain
Under Sidewalk Drain Std 309
DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
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" R.C.P. round, arch or elliptical
30" R.C.P. round, arch or elliptical
36" R.C.P. round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
18" C.S.P. or HDPE N12
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" C.S.P. or HDPE N12
48" C.S.P. or HDPE N12
Catch Basin W=4'
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
Manhole No. 2
Manhole No. 3
Manhole No. 4
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
Structural Reinforcement Concrete
EA. $ 3,500.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.21 $ 0.00
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 0.00
L.F. $ 0.82 $ 0.00
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.52 $ 1,040.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 1,260.00
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 97.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 0.00
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 0.00
EA. $ 50.00 $ 0.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 0.00
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 $ 0.00
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
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
Headwall for 36" or smaller storm drain
SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
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
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes 2,000
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 100
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes 2,000
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement MarkingsThermoplastic 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
Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Pavement Marker, Reflective
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 )
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)
Design/submittals/review
3" PVC Conduit & Fiber Optic Cable
Survey
LS $ 2,500.00 $ 2,500.00
LS $ 10,000.00 $ 10,000.00
A. $ 189,731.05
B. Administrative Contingency (20% x A) $ 37,946.21
C. CM - Inspection - LC (8%) $ 15,178.48
D Streets/Drainage Total (A + B) $ 242,855.75
Subtotal
Mobilization 1
Traffic Control 1