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BID FORM
PROJECT IDENTIFICATION: KUMC Cambridge Garage Topping Repairs
THIS BID IS SUBMITTED TO: Bryan ThomasAssociate Director of PurchasingUniversity of Kansas Medical CenterEmail: [email protected]
1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. This Bid shall remain subject to acceptance for thirty (30) days after the day of Bid opening.
3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
3.1 BIDDER has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged):
Addendum No. ______ Addendum Date ____________ Initials _________
Addendum No. ______ Addendum Date ____________ Initials _________
Addendum No. ______ Addendum Date ____________ Initials _________
3.2 BIDDER has familiarized itself with the nature and extent of the Contract Documents proposed Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work.
3.3 BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER.
3.4 This Bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.
4. POSSIBLE CHANGES IN QUANTITY OF WORK
4.1 BIDDER understands that the quantities specified herein for the repairs are approximate and that actual quantities over the course of the project may increase or decrease from the quantities estimated. BIDDER herby agrees to perform Work in accordance with the provisions of the Construction Documents.
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 1WALTER P MOORE PROJECT NO. D08.17003.00
The final payment to the BIDDER shall be based on the Lump Sum/Unit Prices bid and the actual quantities completed (for items that are not lump sum).
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 2WALTER P MOORE PROJECT NO. D08.17003.00
Table 4.1 – Base Bid for KUMC Cambridge Garage Topping Repairs is based on Phasing Plans provided within the Repair Drawings.
Construction
Phase No.
Special Inspection
Task No. Special Inspection Task Description
No. of Trips to Site
(1)
No. Hours Per Trip
(2)Hourly Rate/Unit Price
(3)Total
(1) x (2) x (3) =1
1.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 4 $ $
1.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 4 $ $
1.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 7 $ $
1.4Field Testing and Sampling During Concrete Pour (Continuous) 7 $ $
1.5 Concrete Cylinder Pick Up 7 $ $
1.6Review New Concrete Topping Substrate Prep for Traffic Coating 3 $ $
1.7
Observation of Traffic Coating Installation - Heavy Duty System (Periodic) 2 $ $
1.8
Observation of Traffic Coating Installation - Extra Heavy Duty System (Periodic) 2 $ $
1.9
Adhesion Testing of Traffic Coating within Mockup Per ASTM D4541 (3 Tests) 1 $ $
1.10Adhesion Testing of Traffic Coating Per ASTM D4541 (9 Tests) 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 3WALTER P MOORE PROJECT NO. D08.17003.00
1.11Compressive Strength Testing of Concrete Cylinders (ASTM C39) 70 Breaks - $ $
Phase 1 Subtotal $
2
2.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
2.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
2.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
2.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
2.5 Concrete Cylinder Pick Up 1 $ $
2.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 2 Subtotal $
3
3.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
3.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
3.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
3.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 4WALTER P MOORE PROJECT NO. D08.17003.00
3.5 Concrete Cylinder Pick Up 1 $ $
3.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 3 Subtotal $
4
4.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
4.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
4.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
4.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
4.5 Concrete Cylinder Pick Up 1 $ $
4.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 4 Subtotal $
5
5.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
5.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
5.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 5WALTER P MOORE PROJECT NO. D08.17003.00
5.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
5.5 Concrete Cylinder Pick Up 2 $ $
5.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 5 Subtotal $
6
6.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
6.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
6.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
6.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
6.5 Concrete Cylinder Pick Up 2 $ $
6.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 6 Subtotal $
7
7.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
7.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
7.3 Review Steel Reinforcement Layout & 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 6WALTER P MOORE PROJECT NO. D08.17003.00
Periodic Inspection of Adhesive Anchors
7.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
7.5 Concrete Cylinder Pick Up 2 $ $
7.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 7 Subtotal $
8
8.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
8.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
8.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
8.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
8.5 Concrete Cylinder Pick Up 2 $ $
8.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 8 Subtotal $
9
9.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
9.2 Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges
1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 7WALTER P MOORE PROJECT NO. D08.17003.00
(Periodic)
9.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
9.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
9.5 Concrete Cylinder Pick Up 2 $ $
9.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 9 Subtotal $
10
10.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
10.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
10.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
10.4Field Testing and Sampling During Concrete Pour (Continuous) 2 $ $
10.5 Concrete Cylinder Pick Up 2 $ $
10.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 20 Breaks $ $
Phase 10 Subtotal $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 8WALTER P MOORE PROJECT NO. D08.17003.00
11
11.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
11.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
11.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
11.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
11.5 Concrete Cylinder Pick Up 1 $ $
11.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 11 Subtotal $
12
12.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
12.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
12.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
12.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
12.5 Concrete Cylinder Pick Up 1 $ $
12.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 9WALTER P MOORE PROJECT NO. D08.17003.00
Phase 12 Subtotal $
13
13.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
13.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
13.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
13.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
13.5 Concrete Cylinder Pick Up 1 $ $
13.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 13 Subtotal $
14
14.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
14.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
14.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
14.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
14.5 Concrete Cylinder Pick Up 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 10WALTER P MOORE PROJECT NO. D08.17003.00
14.6Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 14 Subtotal $
15
15.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
15.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
15.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
15.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
15.5 Concrete Cylinder Pick Up 1 $ $
15.6Review New Concrete Topping Substrate Prep for Traffic Coating 3 $ $
15.7
Observation of Traffic Coating Installation - Heavy Duty System (Periodic) 2 $ $
15.8
Adhesion Testing of Traffic Coating within Mockup Per ASTM D4541 (3 Tests) 1 $ $
15.9Adhesion Testing of Traffic Coating Per ASTM D4541 (3 Tests) 1 $ $
15.10Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 15 Subtotal $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 11WALTER P MOORE PROJECT NO. D08.17003.00
16
16.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
16.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
16.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
16.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
16.5 Concrete Cylinder Pick Up 1 $ $
16.6Review New Concrete Topping Substrate Prep for Traffic Coating 3 $ $
16.7
Observation of Traffic Coating Installation - Heavy Duty System (Periodic) 2 $ $
16.8
Adhesion Testing of Traffic Coating within Mockup Per ASTM D4541 (3 Tests) 1 $ $
16.9Adhesion Testing of Traffic Coating Per ASTM D4541 (3 Tests) 1 $ $
16.10Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 16 Subtotal $
17
17.1
Review Existing Substrate Surface Prep - Concrete and Existing Exposed Steel 1 $ $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 12WALTER P MOORE PROJECT NO. D08.17003.00
17.2
Observe Installation of Surface Applied Corrosion Inhibitor on Top Surface of Exposed Double Tee Flanges (Periodic) 1 $ $
17.3
Review Steel Reinforcement Layout & Periodic Inspection of Adhesive Anchors 1 $ $
17.4Field Testing and Sampling During Concrete Pour (Continuous) 1 $ $
17.5 Concrete Cylinder Pick Up 1 $ $
17.6Review New Concrete Topping Substrate Prep for Traffic Coating 1 $ $
17.7
Observation of Traffic Coating Installation - Heavy Duty System (Periodic) 1 $ $
17.8
Adhesion Testing of Traffic Coating within Mockup Per ASTM D4541 (3 Tests) 1 $ $
17.9Adhesion Testing of Traffic Coating Per ASTM D4541 (3 Tests) 1 $ $
17.10Compressive Strength Testing of Concrete Cylinders (ASTM C39) 10 Breaks $ $
Phase 17 Subtotal $
Project Management
PM.1 Project Management - Senior PM - $ $
PM.2Project Management - Assistant PM *(if applicable) - $ $
PM.3 Project Coordination Meetings - $ $
Project Management Subtotal $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 13WALTER P MOORE PROJECT NO. D08.17003.00
Miscellaneous
M.1Observation and Conformance Verification of Concrete Panel Repairs 4
M.2
Visual Inspection of Welded Double Tee Flange-to-Flange Connection Repairs - (Denoted as T.I. 6.8.2) 17
M.3Misc. Site Visit to Address Field Corrections 5
Miscellaneous Subtotal $
Grand Total $
Description of Abbreviations:L.F. = Lineal FeetS.F. = Square FeetL.S. = Lump Sum
EA = Each
The Total Base Bid for the KUMC Cambridge Parking Garage based upon the above estimated quantities is:
TOTAL BID (Use words)
$ ___________ (Use figures)
Table 4.2 – Unit Pricing for selective Special Inspection Tasks
Special Inspection Task Description Unit Unit PriceAdhesion Test for Traffic Coating EA $Compressive Strength Test for Concrete Cylinder EA $Field Testing and Sampling During Concrete Pour *(Assume 8 Hours on Site) EA $Additional Trip to Site to Pick Up Concrete Cylinders EA $Slab Moisture Testing (for Traffic Coating) EA $
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 14WALTER P MOORE PROJECT NO. D08.17003.00
5. Communications concerning this Bid shall be addressed to (Contractor):
SUBMITTED on , 20____
6. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions provided by the Owner.
7. We plan to sub-contract the following items of work (please list):
Description Sub-contractor Value
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
If BIDDER is:
An Individual
By (SEAL)(Individual's Name)
doing business as
Business Address:
Phone No.:
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 15WALTER P MOORE PROJECT NO. D08.17003.00
A Partnership
By (SEAL)(Firm Name)
(General Partner)
Business Address:
Phone No.:
A CorporationBy (Corporate Seal)
(Corporation Name)
(State of Incorporation)
By (Name of Person Authorized to Sign)
(Title)
Attest (Secretary)
Business Address:
Phone No.:
END OF DOCUMENT
KUMC CAMBRIDGE GARAGE TOPPING REPAIRS BID FORMKANSAS CITY, KS P. 16WALTER P MOORE PROJECT NO. D08.17003.00
