2023-02-14_REVISION - M2008082

• Permit No: M2008082
• IBM Index Class Name: Revision
• Doc Date: 2/14/2023
• Doc Name: Request for Technical Revision
• From: Ready Mix Concrete Company, LLC
• To: DRMS
• Type & Sequence: TR8
• Email Name: ECS
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

FORM OF PROPOSAL
Name of Bidder: Hall-Irwin,Corporation Phone: [phone]
Address: 5586 W 19th Street#2000 Greeley 80634
It is understood by all Bidders that the Owner reserves the right to eliminate or reject any and all bids.
Owner will pay as indicated on the Proposal on a Unit Costs basis for all items in this contract. Quantities and unit costs will be used to
determine pay amounts for Change Orders.
The Contractor shall perform the Work described in these Contract Documents in accordance with the following Unit Price. Overheads,
profits,fuel surcharges,and all other non-direct costs shall be included in the Unit Price and will not be paid as separate items.
Contract Price Morton Lakes Stage 7B-Slurry Wall
Construction Item Quantity Unit Unit Extended
Price Cost
1 Mob/Demob 1 LS $ 79,083.02 $ 79 083.02
2 Slurry Wall Design include Sloe Stability Analysis 1 LS $ 88,816.31 $ 88 816.31
3 Review and Update Flood Control Plan N/A N/A
4 Clearing and Grubbing tree removal&shredding) N/A N/A
5 Platform Construction 5000 CY $ 7.73 $ 38,650.60
Supplemental Fines(assumes on-site borrow&
6 100%cast out on supplemental fines) 18156 CY $ 5.90 $ 107 120.40
7 Construction of Slurry Wall 163404 SF $ 5.85 $ 955,913.40
8 Liner Leak Test 1 LS $ 26.158.23 $ 26 158.23
9 Project Management 1 LS $ 78,389.88 $ 78 389.88
10 Site Restoration 1 LS $ 11,923.29 $ 11,923.29
11 ISlurry Wall Crossings 3 Ea $ 7,299.97 1 $ 21,899.91
12 1 Other-Dewatering for leak test 1 LS $ 79,083.02 1 $ 79 083.02
Total Construction Items $ 1,487,037.46
Each bid proposal shall include a project schedule.
Each bid proposal shall include a completed"Subcontractor/Supplier List"form
Notes
NOTES:
1) This proposal assumes a maximum 4 foot key into claystone and or clay per bore logs.
2)Assumes no cement is required with the slurry mix
3) This proposal assumes a 1 %Dry Bentonite Mix.
4) Assumes PC-800 Excavator can be utilized
5) Import fines material assumed to be found in the overburden material
6) Depth to bedrock is assumed to be between 28 ft and 45 ft and no farther than 45 ft
7) Quantity for slurry wall square footage is per the provided information and includes 4'key
8) Quantity will be paid on final design and constructed quantities
9) Clear and Grub is assumed by others per addendum