Redwood Engineering Construction is bidding as a prime contractor on the Regnart Creek Trail Project in the City of Cupertino on January 8, 2021. We invite all subcontractors and suppliers, especially any DBE, WBE, DVBE, or SBE firms to submit quotes by 1/7/21. Complete plans and specs can be downloaded from the city’s website at https://apps.cupertino.org/bidmanagement/Details.aspx. Please contact us to indicate your interest or if you have any questions or need assistance. Quotes can be sent to
Project Number |
2020-13 |
Project Name |
Regnart Creek Trail Project |
Project Type |
Project Bids |
Status |
Active |
Date Issued |
12/11/2020 2:50:00 PM |
Date Due |
1/8/2021 2:00:00 PM |
Engineer's Estimate |
$1,650,000.00 |
Scope of Work |
Construction of a multi-use trail adjacent to Regnart Creek from Pacifica Drive to East Estate Drive. |
Potential subcontractor and supplier scopes of work include, but are not limited to:
- Fence and gates
- Survey and construction staking
- Trucking
- Soil off-haul and disposal
- Aggregate import (base rock, decomposed granite, etc)
- Prefabricated bridge
- Concrete flatwork
- Asphald grinding & paving
- Supply of drain inlets
- Hydroseed
- Electrical
- Tree removal
ITEM NO. |
ITEM DESCRIPTION |
QUANTITY |
UNIT |
1 |
Mobilization |
1.0 |
LS |
2 |
Field Engineering and Survey Work |
1.0 |
LS |
3 |
Traffic Control and Construction Area Signs |
1.0 |
LS |
4 |
Tree Protection |
1.0 |
LS |
5 |
Utility Location |
1.0 |
LS |
6 |
Remove Tree |
3.0 |
EA |
7 |
Remove PCC Concrete |
1,700.0 |
SF |
8 |
Remove Curb & Gutter |
165.0 |
LF |
9 |
Remove Fence and Gates |
475.0 |
LF |
10 |
Adjust Manhole Frame and Cover to Grade |
1.0 |
EA |
11 |
Site Clearing |
1.0 |
LS |
12 |
Earthwork (Final Pay Item) |
1,583.0 |
CY |
13 |
Class 2 Aggregate Base |
612.0 |
CY |
14 |
Grind Asphalt Concrete Pavement |
1,010.0 |
SF |
15 |
HMA (Type A) |
73.0 |
TON |
16 |
Construct Sidewalk |
3,255.0 |
SF |
17 |
Construct Type A2-6 Curb & Gutter |
175.0 |
LF |
18 |
Construct Curb Ramp |
4.0 |
EA |
19 |
Decomposed Granite |
395.0 |
CY |
20 |
12" Reinforced Concrete Pipe |
60.0 |
LF |
21 |
Hooded Curb Inlet |
2.0 |
EA |
22 |
24" X 24" Inlet |
6.0 |
EA |
23 |
Chain Link Fence |
260.0 |
LF |
24 |
Chain Link Gate |
4.0 |
EA |
25 |
Removable Split Railing |
2,200.0 |
LF |
26 |
Relocate Scoreboard |
1.0 |
LS |
27 |
Restore Irrigation and Planting Systems |
1.0 |
LS |
28 |
Drop Rod |
17.0 |
EA |
29 |
Bender Board |
8,200.0 |
LF |
30 |
Adjust Existing Utility Boxes to Grade |
6.0 |
EA |
31 |
Hydroseed |
######## |
SF |
32 |
Temporary Fiber Roll |
8,400.0 |
LF |
33 |
Temporary Inlet Protection |
7.0 |
EA |
34 |
Temporary Concrete Washout |
1.0 |
EA |
35 |
Temporary Construction Entrance |
5.0 |
EA |
36 |
Street Sweeping |
1.0 |
LS |
37 |
Storm Water Pollution Prevention Plan Implementation |
1.0 |
LS |
38 |
Removable Bollard |
10.0 |
EA |
39 |
Iron Pipe Boundary Marker |
2.0 |
EA |
40 |
Biaxial Geogrid |
100.0 |
SY |
41 |
Obliterate Concrete |
730.0 |
SF |
42 |
Concrete Slope Paving |
100.0 |
CY |
43 |
Concrete Grid Pavement |
1,700.0 |
SF |
44 |
Sand |
8.0 |
CY |
45 |
Aggregate Base Concrete Grid Pavement |
70.0 |
CY |
46 |
Install Decorative Steel Fence |
430.0 |
LF |
47 |
Remove Fence |
165.0 |
LF |
48 |
Cap and Abandon Irrigation System |
2.0 |
EA |
49 |
Concrete Masonry Unit Wall |
20.0 |
LF |
50 |
Decorative Steel Gate |
4.0 |
EA |
51 |
Decorative Steel Gate (Automatic Vehicular) |
1.0 |
EA |
52 |
Caltrans Modified Type D4 Curb |
140.0 |
LF |
53 |
Parcel Locker |
1.0 |
EA |
54 |
Channelizers |
10.0 |
EA |
55 |
Plant Tree |
2.0 |
EA |
56 |
Structure Excavation (Bridge) (Final Pay Item) |
41.0 |
CY |
57 |
Structure Backfill (Bridge) (Final Pay Item) |
29.0 |
CY |
58 |
30" Cast-In-Drilled-Hole Concrete Piling |
110.0 |
LF |
59 |
Structural Concrete, Bridge (Final Pay Item) |
28.0 |
CY |
60 |
Prefabricated Steel Pedestrian Bridge 1 |
1.0 |
LS |
61 |
Prefabricated Steel Pedestrian Bridge Erection |
1.0 |
LS |
62 |
Bar Reinforcing Steel (Bridge) (Final Pay Item) |
5,319.0 |
LB |
63 |
Miscellaneous Metal (Bridge) (Final Pay Item) |
71.0 |
LB |