PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 112,482.30 $ $
*Flood Control $ 0.00 $ $
Total 112,482.30 $ $
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
David Sloan 82595 9/30/2020
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.
19-048S
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
10/14/2019
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**50% of Estimated
Construction Costs) Construction Costs)
112,500.00 56,250.00
0.00 0.00
112,500.00 56,250.00
11,250.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
REVIEWED BY HARRIS &
ASSOCIATES
PC3 APPROVED 10/18/2019
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 $ 1,350.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 1,200.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 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 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 3 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 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
ITEM QUANTITY UNIT AMOUNT
COST
25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
610
1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 15
0.33 Agg Base Class II 24
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.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)
1.05 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -
0.39 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)
0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -
0.39 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
0.5 Ton $ 600.00 $ 0.00
L.F. $ 1.00 $ 326.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 544.00
L.F. $ 18.00 $ 5,454.00
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 $ 574.00
L.F. $ 16.00 $ 0.00
L.F. $ 12.00 $ 612.00
L.F. $ 15.00 $ 0.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 4,224.00
S.F. $ 8.00 $ 18,776.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
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 $ 5,000.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
L.F. $ 1.00 $ 25.00
S.Y. $ 8.00 $ 1,184.00
L.F. $ 1.00 $ 40.00
$ $ 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
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
Grinding A.C. , in place
Remove A.C. Pavement 68
Remove Curb and Gutter 303
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
Sawcut Exist. A.C. Pavement 326
Cold Plane A.C. Pavement
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type 6) 41
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
Type 8A Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type 8)
Type 6A Curb 51
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction)
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk 704
P.C.C. Driveway Approach 2,347
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard Railing
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets)
Adjust MH to Grade ( if no sewer plan )
Sawcut Concrete Curb and Gutter 25
Remove Concrete Concrete Pavement/Sidewalk 148
Relocate Power Pole
Street Lights (including conduit) 1
Adjust Water Valve to Grade ( if no water plan )
Sawcut Ex. Concrete Sidewalk 40
LANDSCAPING
Maintenance Walk STD 113
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation
EA $ 3,000.00 $ 15,000.00
$ $ 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 $ 8,475.00
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 $ 9,000.00
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
Remove trees 5
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 75
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 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
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
EA. $ 6,500.00 $ 0.00
C.Y. $ 400.00 $ 0.00
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 $ 111.80
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 81.00
S.F $ 2.50 $ 0.00
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 0.00
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
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 $ 900.00
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
Manhole No. 4
Structural Reinforcement Concrete
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 30
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
12" Painted Crosswalk & Limit Line 86
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
Install Sign ( Strap and Saddle Bracket Method) 6
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 )
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
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
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 15,000.00
A. $ 87,876.80
B. Administrative Contingency (20% x A) $ 17,575.36
C. CM - Inspection - LC (8%) $ 7,030.14
D Streets/Drainage Total (A + B) $ 112,482.30
Install Pull Box (#6)
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Subtotal
Design/submittals/review
Mobilization
Traffic Control 1
3" PVC Conduit & Fiber Optic Cable
Survey