BID FORM 16
SUBCONTRACTOR FORM 18
PRICE PAGE 20
DISADVANTAGED BUSINESS ENTERPRISE (DBE) PARTICIPATION FORM 30
VERIFICATION OF MINIMUM QUALIFICATIONS FORM 31
BID FORM
Failure to properly complete this form shall result in your Bid being deemed nonresponsive and rejected without any further evaluation.
OFFER
TO: WAYNE COUNTY AIRPORT AUTHORITY:
The Undersigned hereby offers and agrees to furnish the goods and/or services in compliance with all terms, scope of work, conditions, specifications, and addenda in the Request for Bids.
RFB DOCUMENTS AND ADDENDA:
The undersigned has read, understands and is fully cognizant of the Information to Bidders, Offer and Form of Agreement, all Exhibits thereto, together with any written addendum issued in connection with any of the above. The undersigned hereby acknowledges receipt of the following addendum(s): _____, _____, _____, _____ (write “none” if none). In addition, the undersigned has completely and appropriately filled out all required forms.
OBLIGATION:
The undersigned, by submission of this Bid Form, hereby agrees to be obligated, if selected as the Contractor, to provide the stated goods and/or services to the Authority, for the term as stated herein, and to enter into an Agreement with the Authority, in accordance with the Conditions, Scope and Terms, as well as the Form of Agreement, together with any written addendum as specified above.
COMPLIANCE:
By submitting this Bid Form, the Bidder represents that: 1) the Bidder is in compliance with any applicable provisions of the Authority’s Ethics Ordinance, and 2) if awarded a contract to provide the Construction, Goods or Services required in the RFB, the Bidder will comply with the Authority’s Ethics Ordinance.
NONCOLLUSION:
The undersigned, by submission of this Bid Form, hereby declares that this Bid is made without collusion with any other business making any other Bid, or which otherwise would make a Bid.
BID PRICE:
The undersigned agrees to abide by the pricing contained on the Price Page.
BID FORM Continued
I certify, under penalty of perjury, that I have the legal authorization to bind the firm hereunder:
For clarification of this offer, contact:
Company Name
Name:
Address
Phone:
City State Zip
Fax:
Signature of Person Authorized to Sign
Printed Name
Title
Federal Tax ID
Date
Acknowledged before me by ________________________ (name) as _________________________ (title)
of __________________________ (company) this _________ (day) of ___________________, 2008.
Notary Signature: ______________________________________________
My Commission Expires: ______________________________________________
Affix Seal
SUBCONTRACTOR FORM
Failure to complete this form and/or provide the information requested will result in your Bid being deemed nonresponsive and rejected without any further evaluation.
Are there any subcontractors to be utilized under this contract?
YES - You must complete both pages.
NO - You must complete only this page.
ACKNOWLEDGED BY:
Firm:
Name: Title: (Authorized Representative)
Signature: Date:
SUBCONTRACTOR FORM Continued
(If you have more than one Subcontractor, make additional copies as needed)
Prime Contractor
State relationship, if any, between Prime Contractor and each Subcontractor:
NOTE: Both the Prime Contractor/Consultant and Subcontractor must sign this form appropriately.
Subcontractor: Fed Tax ID
Address: P.O. Box
City: County State Zip:
Phone( ) Fax( )
Owners/Partners/Corporate Directors/Principal Stockholders (>5% stock holdings):
Work to perform:
Subcontract Amount $ Percent of Contract %
ACKNOWLEDGED BY:
I acknowledge that all the above information has been completely filled out and is true.
SUBCONTRACTOR
Authorized Signature Name & Title Date
I acknowledge that all the above information has been completely filled out and is true.
PRIME CONTRACTOR Authorized Signature Name & Title Date
PRICE PAGE
Failure to complete this form shall result in your Bid being deemed nonresponsive and rejected without any further evaluation.
The Airport Authority reserves the right to change the Estimated Quantities and their respective Sub-total and Total Price based on requirements of the Project. The successful Bidder (Contractor) will be paid for quantities installed and authorized by the Airport Authority. Unit Prices provided on the Price Page will be the prices used for any quantity additions and deductions required.
Bidders must provide a Unit Price for all Base and Alternate Bid items.
KEY: LSUM = Lump Sum SYD= Square Yard CYD = Cubic Yard SFT=Square Foot LFT=Lineal Feet
ITEM NO.
|
WORK ITEM DESCRIPTION
|
ESTIMATED
QUANTITY
|
UNIT PRICE IN NUMBERS
|
TOTAL PRICE PER ITEM
|
M-101.1
|
MOBILIZATION
|
1 LSUM
|
$
|
$
|
M-102.1
|
SAFETY AND SECURITY
|
1 LSUM
|
$
|
$
|
M-104.1
|
PROJECT SURVEY AND STAKEOUT
|
1 LSUM
|
$
|
$
|
M-106.1
|
PAVEMENT MARKING REMOVAL
|
15,500 SFT
|
$
|
$
|
M-107.1
|
REMOVAL OF EXISTING PAVEMENT
|
28,950 SYD
|
$
|
$
|
M-107.2
|
REMOVAL OF EXISTING ROAD PAVEMENT
|
16,900 SYD
|
$
|
$
|
M-107.3
|
REMOVAL OF EXISTING CONCRETE SIDEWALK
|
71 SYD
|
$
|
$
|
M-107.4
|
CURB AND GUTTER DEMOLITION
|
538 LFT
|
$
|
$
|
M-110.1
|
TEST PITS FOR UTILITY STRUCTURES
|
8 EACH
|
$
|
$
|
M-800.1
|
MDOT GUARDRAIL, TYPE B
|
1034 LFT
|
$
|
$
|
M-800.2
|
MDOT GUARDRAIL, TYPE BD
|
685 LFT
|
$
|
$
|
M-800.3
|
MDOT GUARDRAIL, CURVED, TYPE B
|
514 LFT
|
$
|
$
|
M-800.4
|
MDOT GUARDRAIL APPROACH TERMINAL, TYPE 2B
|
3 EACH
|
$
|
$
|
M-800.5
|
MDOT GUARDRAIL, TERMINAL END SHOE, TYPE B
|
11 EACH
|
$
|
$
|
M-800.6
|
MDOT GUARDRAIL, BACKED, TYPE G2
|
1 EACH
|
$
|
$
|
M-800.7
|
MDOT GUARDRAIL REFLECTOR
|
118 EACH
|
$
|
$
|
M-810.1
|
MDOT SIGN, TYPE IIB
|
9 SFT
|
$
|
$
|
M-810.2
|
MDOT SIGN, TYPE IIIB
|
43 SFT
|
$
|
$
|
M-810.3
|
MDOT SIGN, TYPE IIA
|
116 SFT
|
$
|
$
|
M-810.4
|
MDOT SIGN, TYPE IIIA
|
73 SFT
|
$
|
$
|
M-810.5
|
MDOT POST, STEEL, TYPE 3IB
|
313 LFT
|
$
$
|
$
|
M-810.6
|
MDOT POST, WOOD, 6 INCH BY 8 INCH
|
132 LFT
|
$
$
|
$
|
M-820.1
|
SLOPE STABILIZATION
|
1 LSUM
|
$
|
$
|
P-151.1
|
CLEARING
|
9.50 ACRE
|
$
|
$
|
P-151.2
|
CLEAR AND GRUB ISOLATED TREE, 0' TO 2.5', BUTT DIAMETER
|
37 EACH
|
$
|
$
|
P-151.3
|
CLEAR AND GRUB ISOLATED TREE, GREATER THAN 2.5', BUTT DIAMETER
|
1 EACH
|
$
|
$
|
P-151.4
|
CLEARING AND GRUBBING
|
5.80 ACRE
|
$
|
$
|
P-151.5
|
YPSILANTI TOWNSHIP TREE ALLOWANCE NOT TO EXCEED $55,000.00
|
1 LSUM
|
$
|
$
| Note: See next page for continuation of Prices
BASE BID Continued
|
|
ITEM NO.
|
WORK ITEM DESCRIPTION
|
ESTIMATED
QUANTITY
|
UNIT PRICE IN NUMBERS
|
TOTAL PRICE PER ITEM
|
P-151.6
|
REMOVE EXISTING CHAIN LINK FENCE
|
5950 LFT
|
$
|
$
|
P-151.7
|
REMOVE STREET SIGN
|
24 EACH
|
$
|
$
|
P-151.8
|
REMOVE EXISTING GUARD RAIL
|
390 LFT
|
$
|
$
|
P-151.9
|
REMOVE PCC FOUNDATION
|
1 LSUM
|
$
|
$
|
P-151.10
|
REMOVE EXISTING RUNWAY DESIGNATOR
|
3 EACH
|
$
|
$
|
P-151.11
|
REMOVE METAL SIGN AND FOUNDATIONS
|
1 EACH
|
$
|
$
|
P-151.12
|
FAA PAR BUILDING DEMOLITION
|
1 LSUM
|
$
|
$
|
P-151.13
|
POLE BARN DEMOLITION
|
1 LSUM
|
$
|
$
|
P-152.1
|
UNCLASSIFIED EXCAVATION
|
122965 CYD
|
$
|
$
|
P-152.2
|
MUCK EXCAVATION AND CLASS II BACKFILL
|
2430 CYD
|
$
|
$
|
P-154.1
|
MDOT CLASS II GRANULAR SUBBASE
|
39580 CYD
|
$
|
$
|
P-154.2
|
MDOT CLASS II AGGREGATE SHOULDER, 6"
|
893 SYD
|
$
|
$
|
P-156.1
|
TEMPORARY GRAVEL ACCESS
|
3 EACH
|
$
|
$
|
P-156.2
|
SILT FENCE
|
11150 LFT
|
$
|
$
|
P-156.3
|
ROCK CHECK DAM
|
15 EACH
|
$
|
$
|
P-156.4
|
CATCH BASIN INSERT
|
9 EACH
|
$
|
$
|
P-156.5
|
LOW POINT INLET FILTER
|
24 EACH
|
$
|
$
|
P-156.6
|
RIP RAP AT 84" HEADWALL
|
160 SYD
|
$
|
$
|
P-156.7
|
RIP RAP
|
728 SYD
|
$
|
$
|
P-156.8
|
TURF REINFORCEMENT MAT, AS SPECIFIED
|
15050 SYD
|
$
|
$
|
P-156.9
|
CONSTRUCTION FENCING, ORANGE
|
2000 LFT
|
$
|
$
|
P-156.10
|
PARKING LOT LANDSCAPING
|
1 LSUM
|
$
|
$
|
F-162.1
|
CHAIN LINK FENCE, 6' HEIGHT, CLASS E, WITH BARBED WIRE
|
1235 LFT
|
$
|
$
|
F-162.2
|
CHAIN LINK FENCE, 10' HEIGHT, CLASS E, WITH BARBED WIRE
|
3408 LFT
|
$
|
$
|
P-209.1
|
AGGREGATE BASE COURSE, FENCE MAINTENANCE STRIP
|
172 CYD
|
$
|
$
|
P-209.2
|
AGGREGATE BASE COURSE FROM OFF-SITE, MATERIAL PROVIDED BY CONTRACTOR
|
3485 CYD
|
$
|
$
|
P-411.1
|
BITUMINOUS SURFACE COURSE, MDOT 4C, WITH BITUMINOUS TACK COAT
|
1621 TON
|
$
|
$
|
P-411.2
|
BITUMINOUS LEVELING COURSE, MDOT 3C, WITH BITUMINOUS TACK COAT
|
4582 TON
|
$
|
$
|
P-610.1
|
MDOT SIDEWALK, CONCRETE, 4 INCH
|
780 SFT
|
$
|
$
|
P-610.2
|
MDOT SIDEWALK RAMP, ADA
|
62 SFT
|
$
|
$
|
P-610.3
|
MDOT CURB AND GUTTER, TYPE C4
|
1222 LFT
|
$
|
$
|
P-610.4
|
MDOT DRIVEWAY OPENING, CONCRETE, DETAIL M
|
233 LFT
|
$
|
$
|
P-620.1
|
INSTALL BLACK PAVEMENT MARKINGS
|
9500 SFT
|
$
|
$
|
P-620.2
|
INSTALL YELLOW PAVEMENT MARKINGS
|
5890 SFT
|
$
|
$
|
P-620.3
|
INSTALL WHITE PAVEMENT MARKINGS
|
14085 SFT
|
$
|
$
| PRICE PAGE Continued
Note: See next page for continuation of Prices
PRICE PAGE Continued
BASE BID Continued
|
ITEM NO.
|
WORK ITEM DESCRIPTION
|
ESTIMATED
QUANTITY
|
UNIT PRICE IN NUMBERS
|
TOTAL PRICE PER ITEM
|
P-620.4
|
INSTALL SURFACE PAINTED SIGN MARKINGS
|
8 EACH
|
$
|
$
|
P-620.5
|
INSTALL BLUE PAVEMENT MARKINGS
|
128 SFT
|
$
|
$
|
D-701.1
|
REMOVE EXISTING STORM DRAINAGE PIPE (12"-18" DIA.)
|
4875 LFT
|
$
|
$
|
D-701.2
|
REMOVE EXISTING 6" CAST IRON SANITARY SEWER FORCE MAIN
|
350 LFT
|
$
|
$
|
D-701.3
|
6", PVC, SCHEDULE 80
|
1530 LFT
|
$
|
$
|
D-701.4
|
12", C76, CLASS IV RCP
|
801 LFT
|
$
|
$
|
D-701.5
|
15", C76, CLASS IV RCP
|
684 LFT
|
$
|
$
|
D-701.6
|
18", C76, CLASS IV RCP
|
167 LFT
|
$
|
$
|
D-701.7
|
18", C76, CLASS V RCP
|
915 LFT
|
$
|
$
|
D-701.9
|
84", C76, CLASS V RCP
|
155 LFT
|
$
|
$
|
D-701.10
|
INSTALL 6" SANITARY SEWER PIPE
|
238 LFT
|
$
|
$
|
D-701.11
|
REMOVE & REPLACE EXISTING HYDRANT
|
2 EACH
|
$
|
$
|
D-705.1
|
6" UNDERDRAIN W/ GEOTEXTILE FABRIC PIPE WRAP WITH POROUS UNDERDRAIN BACKFILL AND CLEANOUTS AS SPECIFIED
|
1160 LFT
|
$
|
$
|
D-751.1
|
REMOVE EXISTING DRAINAGE STRUCTURE
|
24 EACH
|
$
|
$
|
D-751.2
|
REMOVE EXISTING SANITARY MANHOLE
|
1 EACH
|
$
|
$
|
D-751.3
|
RECONSTRUCT EXISTING DRAINAGE STRUCTURE
|
2 EACH
|
$
|
$
|
D-751.4
|
ADJUST EXISTING DRAINAGE STRUCTURE
|
3 EACH
|
$
|
$
|
D-751.5
|
ADJUST EXISTING UTILITY STRUCTURE
|
13 EACH
|
$
|
$
|
D-751.6
|
ADJUST EXISTING SANITARY STRUCTURE
|
4 EACH
|
$
|
$
|
D-751.7
|
CATCHBASIN, TYPE B, 4' DIAMETER WITH FRAME AND COVER
|
2 EACH
|
$
|
$
|
D-751.8
|
MANHOLE, TYPE A, 4' DIAMETER WITH FRAME AND COVER
|
9 EACH
|
$
|
$
|
D-751.9
|
MANHOLE, TYPE D, 4' DIAMETER WITH FRAME AND COVER
|
7 EACH
|
$
|
$
|
D-751.10
|
CATCHBASIN, TYPE B, 5' DIAMETER WITH FRAME AND COVER
|
1 EACH
|
$
|
$
|
D-751.11
|
MANHOLE, TYPE D, 5' DIAMETER WITH FRAME AND COVER
|
1 EACH
|
$
|
$
|
D-751.12
|
CATCHBASIN, TYPE B, 6' DIAMETER WITH FRAME AND COVER
|
1 EACH
|
$
|
$
|
D-751.15
|
CATCHBASIN, TYPE B, 10' DIAMETER WITH FRAME AND COVER
|
1 EACH
|
$
|
$
|
D-751.16
|
CATCHBASIN, TYPE B, 12' DIAMETER WITH FRAME AND COVER
|
1 EACH
|
$
|
$
|
D-751.17
|
STORMWATER TREATMENT MANHOLE, 4' DIAMETER WITH FRAME AND COVER
|
2 EACH
|
$
|
$
|
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