PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 249,307.20 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 249,307.20 $$
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
Victor Elia, PE 64803 6/30/2023
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.
249,500.00 124,750.00
24,950.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
2/9/2022
0.00 0.00
0.00 0.00
0.00 0.00
Construction Costs) Construction Costs)
249,500.00 124,750.00
0.00 0.00
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**50% of Estimated
IP21-067
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
29835 8/8/2022
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 $ 39,600.00
Thickness in Feet (0.50' min.) =
C.Y. $ 50.00 $ 18,800.00
Thickness in Feet =
L.F. $ 1.00 $ 1,560.00
S.F. $ 0.50 $ 1,560.00
S.Y. $ 8.00 $ 696.00
S.F. $ 6.00 $ 600.00
LF $ 2.50 $ 4,482.50
L.F. $ 0.16 $ 72.00
L.F. $ 0.47 $ 23.50
L.F. $ 0.65 $ 507.00
L.F. $ 0.82 $ 738.00
L.F. $ 1.30 $ 234.00
L.F. $ 0.36 $ 558.00
L.F. $ 0.82 $ 180.40
L.F. $ 0.83 $ 556.10
S.F. $ 2.25 $ 303.75
EA. $ 50.00 $ 150.00
EA. $ 150.00 $ 150.00
LS $ 100,000.00 $ 100,000.00
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
LS $ 10,000.00 $ 10,000.00
LS $ 1,000.00 $ 1,000.00
LS $ 5,000.00 $ 5,000.00
LS $ 3,000.00 $ 3,000.00
A. $ 194,771.25
B. Administrative Contingency (20% x A) $ 38,954.25
C. CM - Inspection - LC (8%) $ 15,581.70
D Streets/Drainage Total (A + B) $ 249,307.20
Subtotal
Mobilization 1
Traffic Control 1
Survey 1
SIGNING, STRIPING AND SIGNALS
Signing and Striping 1
Remove Painted Traffic Stripes and Markings 1,793
6" Painted Broken Stripes 450
6" Solid White Line Type G 50
0.83 Remove A.C. Pavement 87
Sawcut Exist. A.C. Pavement 1,560
Cold Plane A.C. Pavement 3,120
P.C.C. Sidewalk 100
0.5 Agg Base Class II 376
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.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 440
6" Double Yellow Median Stripe 780
8" Painted Channelizing Line 900
12" Painted Crosswalk & Limit Line 180
5,000.00
12,208
ITEM QUANTITY UNIT AMOUNT
COST
C.Y. $ $ Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
1. Projects with Grading Plan for Roadway
6" Solid White Right Edgeline 1,550
Painted Two-Way Left Turn Lane 220
6" Thermoplastic Double Solid Stripes 670
Remove, Sign, Salvage 3
pg
Marking 135.0
Install Sign ( Strap and Saddle Bracket Method) 1
Retrofit of Ex. Traffic Signal & Lighting 1
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
3" PVC Conduit & Fiber Optic Cable
6' Round Signal Loops
Install Pull Box (#5)
Install Pull Box (#6)