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FORM OF PROPOSAL <br /> Name of Bidder: Hall-Irwin,Corporation Phone: 970-587-7299 <br /> Address: <br /> 5586 W 19th Street#2000 Greeley,Co 80634 <br /> It is understood by all Bidders that the Owner reserves the right to eliminate or reject any and all bids. <br /> 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 <br /> determine pay amounts for Change Orders. <br /> The Contractor shall perform the Work described in these Contract Documents in accordance with the following Unit Price. Overheads, <br /> profits,fuel surcharges,and all other non-direct costs shall be included in the Unit Price and will not be paid as separate items. <br /> Contract Price Morton Lakes Stage 7A -Slurry Wall <br /> Construction Item Quantity Unit Unit Extended <br /> Price Cost <br /> 1 Mob/Demob 1 LS $ 74,398.54 $ 74,398.54 <br /> 2 Slurry Wall Design include Slope Stability Analysis) 1 LS $ 91,659.00 $ 91,659.00 <br /> 3 Review and Update Flood Control Plan 1 LS $ 14,284.52 $ 14,284.52 <br /> 4 Clearing and Grubbing tree removal&shredding) 0 CY $ - $ - <br /> 5 Platform Construction 3544 CY $ 7.56 $ 26,792.64 <br /> Supplemental Fines(assumes on-site borrow& <br /> 6 100%cast out on supplemental fines) 16554 CY $ 5.85 $ 96,840.90 <br /> 7 Construction of Slurry Wall 147600 SF $ 6.55 $ 966,780.00 <br /> 8 Liner Leak Test 1 LS $ 25,593.10 $ 25,593.10 <br /> 9 Project Management 1 LS $ 43,142.49 $ 43,142.49 <br /> 10 Site Restoration 1 LS $ 8,094.56 $ 8,094.56 <br /> 11 Slurry Wall Crossings 3 Ea $ 7,142.26 $ 21,426.78 <br /> 12 Other-Dewatering for leak test 1 LS $ 71,422.59 $ 71,422.59 <br /> Total Construction Items $ 1,440,435.12 <br /> Each bid proposal shall include a project schedule. <br /> Each bid proposal shall include a completed"Subcontractor/Supplier List"form <br /> Notes <br /> NOTES: <br /> 1) This proposal assumes a maximum 4 foot key into claystone and or clay per bore logs. <br /> 2) Assumes no cement is required with the slurry mix <br /> 3) This proposal assumes a 1 %Dry Bentonite Mix. <br /> 4) Assumes PC-800 Excavator can be utilized <br /> 5) Import fines material assumed to be found in the overburden material <br /> 6) Depth to bedrock is assumed to be between 28 ft and 45 ft and no farther than 45 ft <br /> 7) Quantity for slurry wall square footage is per the provided information and includes 4'key <br /> 8) Quantity will be paid on final design and constructed quantities <br /> 9) Clear and Grub is assumed by others per addendum <br />