SECTION 00300
BID FORMS
00310
Bid Proposal Form
00320
Quantity Schedule
SECTION 00310
BID PROPOSAL FORM
POUDRE SCHOOL DISTRICT
BID PROPOSAL FORM
TO:
Board of Education
Poudre School District
c/o Planning, Design & Construction
2445 LaPorte Avenue
Fort Collins, CO 80521
FROM:
PROJECT IDENTIFICATION: Poudre High School Parking Lot Pavement Project
ACKNOWLEDGMENTS:
The undersigned Bidder acknowledges examination of the following:
a)
Contract Documents
• Drawings dated February 2013
• Contract Documents and Specifications dated February 2013
• Schedule restrictions outlined in the Instructions to Bidders, Agreement and
General Conditions
b)
Project Sites/Existing Conditions
c)
Receipt of Addenda Numbers: #
#
#
, dated
, dated
, dated
AGREEMENTS: The undersigned Bidder agrees to the following:
a)
b)
c)
d)
e)
f)
g)
h)
To hold bid open for 45 calendar days from date of Bid Opening.
To enter into and execute the Construction Agreement within fifteen (15) calendar days of
award, including identified Bonds of Insurance.
To accomplish the Work in accordance with the Contract Documents.
Poudre School District reserves the right to reject any or all bids and to waive informalities.
Poudre School District reserves the right to award separate or single contracts.
Poudre School District reserves the right to award the contract on the basis of either cost or
schedule.
The Contractor agrees to pay the Poudre School District Liquidated Damages according to
the terms, amount(s) and date(s) defined in the Instructions to Bidders, Agreement and
General Conditions.
To reinstate or omit Alternates at the amounts submitted herein for sixty days after Contract
Date.
TOTAL BASE BID PRICE:
Poudre High School Phase 1
Dollars ($
)
Dollars ($
)
Dollars ($
)
Section 00310 Page 1
Poudre High School Phase 2
Poudre High School Phase 3
UNIT PRICING:
Unit Price #1:
Remove Concrete
Dollars ($
)
Per SF
Unit Price #2:
Remove Asphalt Pavement
Dollars ($
)
Per SF
Unit Price #3:
New Vertical Curb and Gutter (18" Outfall)
Dollars ($
)
Per LF
Unit Price #4:
New Vertical Curb and Gutter (30" Infall)
Dollars ($
)
Per LF
Unit Price #5:
New Concrete Drain Pan
Dollars ($
)
Per SF
Unit Price #6:
New Concrete Sidewalk
Dollars ($
)
Per SF
Unit Price #7:
New Concrete Flatwork (6" Thick)
Dollars ($
)
Per SF
Unit Price #8:
New Concrete Flatwork (8" Thick)
Dollars ($
)
Per SF
Unit Price #9:
Aggregate Base Course
Dollars ($
)
Per TON
Unit Price #10:
Hot Bituminous Pavement
Dollars ($
)
Per TON
Unit Price #11:
Fly Ash Stabilization
Dollars ($
)
Per SY
BID CONDITIONS:
1.
In compliance with your Invitation to Bid dated
, and subject to all conditions
thereof, the undersigned
a **(Corporation, Limited Liability Company,
Partnership, Joint Venture, or Sole Proprietor)** authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract Documents to which this refers
for the construction of all items shown in the Drawings, listed on the following Quantity Schedule and
in the Measurement and Payment Section (01270).
2.
The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith,
without collusion or connection with any other person or persons Bidding for the same Work, and that
it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and
Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the
Work to be done, all of which have been examined by the undersigned.
3.
All the various phases of Work enumerated in the Drawings and Contract Documents with their
individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant
thereto, are to be performed by the CONTRACTOR and included in the Total Bid Price.
5.
The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering,
overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for.
Section 00310 Page 2
6.
Unit Prices provided on this Bid Proposal Form will be used in conjunction with actual quantities of
work performed to determine the price of additional work requested by the OWNER, in writing, that is
not included in the present Drawings or Contract Documents.
7.
Bidder acknowledges that the OWNER has the right to delete items of Work or change quantities at
his sole discretion without affecting the Agreement or prices of any item so long as the deletion or
change does not exceed twenty-five percent (25%) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
Signature
Date
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest
Address
Telephone
Section 00310 Page 3
SECTION 00320
QUANTITY SCHEDULE
Project:
Date:
Item
Number
Poudre High School Parking Lot Pavement Project
February 2013
Phase 1 Quantity Schedule
Description
Measurement
Unit
Estimated
Quantity
LS (NA)
LS (NA)
LS (NA)
SF
SF
LF
LF
SF
SF
SF
SF
-------
---
1
2
3
4
5
6
7
8
9
10
11
Mobilization
Traffic Control
Surveying
Remove Concrete
Remove Asphalt Pavement
New Vertical Curb & Gutter (18" Outfall)
New Vertical Curb & Gutter (30" Infall)
New Concrete Drain Pan
New Concrete Sidewalk
New Concrete Flatwork (6" Thick)
New Concrete Flatwork (8" Thick)
12
13
14
New Curb Access Ramp
Pipe Bollards (6" Dia.)
Security Camera Pole Base (1 Total)
NA
EA
EA
15
Aggregate Base Course
TON
16
17
18
19
20
21
Hot Bituminous Pavement - Grade S and SX
(incl. Striping)
Fly Ash Stabilization
Fence (6' Chain Link)
Signage
BMP Inlet Filters
Silt Fence
TON
SY
NA
LS (NA)
EA
NA
-------
Section 00320 Page 1
SECTION 00320
QUANTITY SCHEDULE
Project:
Date:
Item
Number
Poudre High School Parking Lot Pavement Project
February 2013
Phase 2 Quantity Schedule
Description
Measurement
Unit
Estimated
Quantity
LS (NA)
LS (NA)
LS (NA)
SF
SF
LF
LF
SF
SF
SF
NA
-------
-------
1
2
3
4
5
6
7
8
9
10
11
Mobilization
Traffic Control
Surveying
Remove Concrete
Remove Asphalt Pavement
New Vertical Curb & Gutter (18" Outfall)
New Vertical Curb & Gutter (30" Infall)
New Concrete Drain Pan
New Concrete Sidewalk
New Concrete Flatwork (6" Thick)
New Concrete Flatwork (8" Thick)
12
13
14
New Curb Access Ramp
Pipe Bollards (6" Dia.)
Security Camera Pole Base (1 Total)
NA
NA
NA
15
Aggregate Base Course
TON
16
17
18
19
20
21
Hot Bituminous Pavement - Grade S and SX
(incl. Striping)
Fly Ash Stabilization
Fence (6' Chain Link)
Signage
BMP Inlet Filters
Silt Fence
---
TON
SY
NA
LS (NA)
EA
NA
-------
Section 00320 Page 2
SECTION 00320
QUANTITY SCHEDULE
Project:
Date:
Item
Number
Poudre High School Parking Lot Pavement Project
February 2013
Phase 3 Quantity Schedule
Description
Measurement
Unit
Estimated
Quantity
LS (NA)
LS (NA)
LS (NA)
SF
SF
LF
LF
SF
SF
SF
SF
-------
1
2
3
4
5
6
7
8
9
10
11
Mobilization
Traffic Control
Surveying
Remove Concrete
Remove Asphalt Pavement
New Vertical Curb & Gutter (18" Outfall)
New Vertical Curb & Gutter (30" Infall)
New Concrete Drain Pan
New Concrete Sidewalk
New Concrete Flatwork (6" Thick)
New Concrete Flatwork (8" Thick)
12
13
14
New Curb Access Ramp
Pipe Bollards (6" Dia.)
Security Camera Pole Base (1 Total)
SF
EA
NA
15
Aggregate Base Course
TON
16
17
18
19
20
21
Hot Bituminous Pavement - Grade S and SX
(incl. Striping)
Fly Ash Stabilization
Fence (6' Chain Link)
Signage
BMP Inlet Filters
Silt Fence
---
TON
SY
LF
LS (NA)
EA
LF
---
Section 00320 Page 3