UNIT
ROADWAY SECTION 1 Area = SF
Excavation
Cut (c) = CY
Road area and side slopes to daylight Fill (f) = CY
CY $ 0.40 $ 0.00
CY $ 1.10 $ 0.00
CY $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
CY $ 50.00 $ 0.00
Ton $ 600.00 $ 0.00
SF $ 0.90 $ 0.00
LF $ 1.00 $ 0.00
SF $ 0.50 $ 0.00
SY $ 0.60 $ 0.00
SY $ 8.00 $ 0.00
LF $ 18.00 $ 0.00
LF $ 16.00 $ 0.00
LF $ 3.00 $ 0.00
LF $ 7.50 $ 0.00
LF $ 7.50 $ 0.00
LF $ 10.00 $ 0.00
EA $ 250.00 $ 0.00
SF $ 0.90 $ 0.00
LF $ 14.00 $ 0.00
LF $ 16.00 $ 0.00
LF $ 12.00 $ 0.00
LF $ 12.00 $ 0.00
LF $ 10.00 $ 0.00
LF $ 15.00 $ 0.00
LF $ 8.00 $ 0.00
LF $ 10.00 $ 0.00
SF $ 10.00 $ 0.00
SF $ 6.00 $ 0.00
SF $ 8.00 $ 0.00
SF $ 6.00 $ 0.00
ITEM QUANTITY UNIT AMOUNT
COST
25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
-
1. Projects with Grading Plan for Roadway
- CY $
(c) Import and Fill
Asphalt Concrete (144 lbs/cu.ft)
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
Thickness in Feet (0.33' MIN) =
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
Thickness in Feet (0.50' MIN) =
Sawcut Exist AC Pavement
Cold Plane AC Pavement
Secondary Access Pavement
Remove AC Dike
Remove Chain Link Fence
Remove Barricade
Grinding AC, in place
Remove AC Pavement
Remove Curb & Gutter
Remove Curb
Remove Guard Rail
Curb and Gutter (Type A-8)
Type "C" Curb
Type "D-1" Curb
Relocate Mailbox
AC overlay (Min 0.10')
Curb and Gutter (Type A-6)
Curb (Type A-8)
PCC Cross Gutter and Spandrels
PCC Sidewalk
PCC Driveway Approach
Type "D" Curb
AC Dike (6")(incl material & labor)
AC Dike (8")(incl material & labor)
PCC Dip Section Std 307
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET & DRAINAGE IMPROVEMENTS
UNIT ITEM QUANTITY UNIT AMOUNT
EA $ 1,500.00 $ 0.00
EA $ 2,500.00 $ 0.00
LF $ 100.00 $ 0.00
LF $ 35.00 $ 0.00
LF $ 10.00 $ 0.00
LF $ 15.00 $ 0.00
LF $ 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 $ 0.00
LF $ 16.00 $ 0.00
LF $ 16.00 $ 0.00
EA $ 1,000.00 $ 0.00
SF $ 4.00 $ 0.00
SF $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
SF $ 3.50 $ 0.00
CY $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
SF $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 300.00 $ 0.00
CY $ 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
SF $ 6.50 $ 0.00
SF $ 6.50 $ 0.00
CY $ 200.00 $ 0.00
CY $ 80.00 $ 0.00
CY $ 80.00 $ 0.00
CY $ 90.00 $ 0.00
CY $ 100.00 $ 0.00
CY $ 110.00 $ 0.00
CY $ 100.00 $ 0.00
CY $ 120.00 $ 0.00
CY $ 130.00 $ 0.00
CY $ 140.00 $ 0.00
LF $ 35.00 $ 0.00
LF $ 113.00 $ 0.00
LF $ 132.00 $ 0.00
LF $ 153.00 $ 0.00
LF $ 178.00 $ 0.00
Barricades
Metal Beam Guard Railing
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets)
ADA Access Ramp (w/ new construction)
ADA Access Ramp (in existing improvements)
Relocate Power Pole
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan )
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Adjust MH to Grade ( if no sewer plan )
6" to 11" Curb Transition
Gutter Depression for Curb Opening Catch Basin
Colored Stamped Concrete
Street Trees ( 15 Gallon )
6" to 8" Curb Transition
Landscape and Irrigation
LANDSCAPING
Maintenance Walk STD 113
Remove trees
Landscape Fill Material
Water Meter
Electric Meter
DRAINAGE
Cut Off Wall ( Std 2' )
A C Overside Drain
Under Sidewalk Drain Std 309
Concrete Bulkhead
Slope Anchors for Pipes
Interceptor Drain
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 304
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" RCP round, arch or elliptical
30" RCP round, arch or elliptical
36" RCP round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" RCP round, arch or elliptical
8" PVC SDR 35 Drainage Pipe
Facing Rock Rip Rap
UNIT ITEM QUANTITY UNIT AMOUNT
LF $ 204.00 $ 0.00
LF $ 235.00 $ 0.00
LF $ 350.00 0.00
LF $ 350.00 $ 0.00
LF $ 40.00 $ 0.00
LF $ 50.00 $ 0.00
LF $ 60.00 $ 0.00
LF $ 70.00 $ 0.00
LF $ 80.00 $ 0.00
LF $ 100.00 $ 0.00
EA $ 3,000.00 $ 0.00
EA $ 4,000.00 $ 0.00
EA $ 6,000.00 $ 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 $ 4,500.00 $ 0.00
EA $ 5,000.00 $ 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
EA $ 3,000.00 $ 0.00
CY $ 400.00 $ 0.00
EA $ 1,000.00 $ 0.00
EA $ 3,500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 300.00 $ 0.00
EA $ 500.00 $ 0.00
EA $ 5,000.00 $ 0.00
EA $ 200.00 $ 0.00
EA $ 6,000.00 $ 0.00
SF $ 4.00 $ 0.00
SF $ 6.00 $ 0.00
SF $ 10.00 $ 0.00
EA $ 7,500.00 $ 0.00
EA $ 2,200.00 $ 0.00
LF $ 113.00 $ 0.00
LF $ 300.00 $ 0.00
LF $ 300.00 $ 0.00
LF $ 375.00 $ 0.00
24" CSP or HDPE N12
30" CSP or HDPE N12
36" CSP or HDPE N12
42" RCP round, arch or elliptical
48" RCP round, arch or elliptical
18" CSP or HDPE N12
3'x5' Reinforced Concrete Box
6'x2' Reinforced Concrete Box
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" CSP or HDPE N12
48" CSP or HDPE N12
Catch Basin W=5'
Catch Basin W=10'
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
Junction Structure No. 4
Junction Structure No. 3
Manhole No. 3
Manhole No. 4
Concrete Flared End Section
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
Manhole Safety Ledge
Manhole No. 2
RCP Riser
Timber Bulkhead
Bio-Clean MWS
FLOOD DRAINAGE Facilities
60" RCP round, arch or elliptical
18" RCP round, arch or elliptical
66" RCP round, arch or elliptical
6" Thick Reinforced PCC Overflow
Caltrans Wingwall/Headwall
4" Thick PCC Access Road
Concrete 10'X10' Concrete Pad
Class II Base Access Road
Concrete Drop Inlet
Concrete Collar
Special Connection to Catch Basin
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain
4'x6' Reinforced Concrete Box
UNIT ITEM QUANTITY UNIT AMOUNT
EA $ 2,700.00 $ 0.00
EA $ 6,000.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 4,500.00 $ 0.00
EA $ 200.00 $ 0.00
CY $ 80.00 $ 0.00
LF $ 20.00 $ 0.00
CY $ 400.00 $ 0.00
SF $ 10.00 $ 0.00
SF $ 2.50 $ 0.00
LF $ 0.21 $ 0.00
LF $ 0.30 $ 0.00
LF $ 0.16 $ 0.00
LF $ 0.47 $ 0.00
LF $ 0.65 $ 0.00
LF $ 0.82 $ 0.00
LF $ 1.30 $ 0.00
LF $ 0.36 $ 0.00
LF $ 0.82 $ 0.00
SF $ 2.70 $ 0.00
SF $ 2.50 $ 0.00
LF $ 0.52 $ 0.00
LF $ 0.47 $ 0.00
LF $ 0.83 $ 0.00
LF $ 0.63 $ 0.00
LF $ 0.78 $ 0.00
LF $ 0.97 $ 0.00
LF $ 1.13 $ 0.00
LF $ 2.83 $ 0.00
SF $ 3.61 $ 0.00
SF $ 2.25 $ 0.00
SF $ 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 $ 250,000.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
6" Concrete Apron
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
SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
Cable Fencing
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
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
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)
Install Sign (Mast Arm Hanger Method)
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
1 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
Manhole No. 3
Basin Outlets/Inlets
Cut Off Wall ( 4' )
Junction Structure No. 3
Concrete Bulkhead
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
Transition Structure No. 3
Trash Rack
UNIT ITEM QUANTITY UNIT AMOUNT
EA $ 450.00 $ 24,300.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 8,500.00
LF $ 25.00 $ 0.00
LF $ 30.00 $ 0.00
LF $ 35.00 $ 0.00
LS $ 8,000.00 $ 8,000.00
LS $ 40,000.00 $ 40,000.00
LS $ 30,000.00 $ 30,000.00
LS $ 15,000.00 $ 15,000.00
A $ 375,800.00
B $ 75,160.00
C $ 30,064.00
D $ 481,024.00
E $ 96,204.80
F $ 577,228.80
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
20% x D
Streets/Drainage Total (D + E)
CM - Inspection - LC (8%)
Administrative Contingency (20% x A)
Streets/Drainage Total (A + B + C)
Install Pull Box (#5)
Subtotal
Design/submittals/review
1 Mobilization 1
Traffic Control 1
3" PVC Conduit & Fiber Optic Cable
Survey
1 Install Pull Box (#6) 17
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
6' Round Signal Loops
54