LCI Preconstruction & Estimating Training Manual

LCI #10-2620 – Scottish Rite Cathedral Association, Bloomingdale, IL April 19, 2010 Page 6 of 11

c. Wellpointing or major site dewatering (define ___________________). d. Lime stabilization or other treatments used to absorb ground moisture. e. Extended General Conditions costs related to the above. 3. We have not included removal, replacement, or reconnection of existing field drainage tiles or other site utilities. 4. Trees above ___” diameter shall be removed by ____________________. (includes stump, wood chip, and root removal). 5. Waste material from job site will be exported to general use dumpsite. Sheeting and Shoring 1. Sheeting, shoring, and underpinning of existing improvements is not included/limited to the following (define:_______________________) Connection to existing utilities shall be as follows:___________(define when depth/location of existing utilities is not shown or indicated as “verify in field”. Address auguring requirements, connection types, connection fees, --see also exclusions—assumed materials we are connecting to, etc.) 2. This proposal does not include any removal, relocation, resetting, or modification to existing street lighting systems, utility poles, streetlights, telephone lines, fuel lines, natural gas lines, or other municipal utilities. Caissons 1. Caissons, piles, or other structural support are not included for site utility structures or lines. 2. Piles and caisson work is based on the following: a. Maximum depth of piles/caissons to be:___’-___” b. Caisson shaft diameters are estimated to be: _____’-____” c. Caisson bell diameters are estimated to be: _____’- _____” d. We do not include permanent caisson liners unless specifically shown on the drawings or clearly indicated as being required within the documents. e. (___)ea. test piles are included. f. Spoil removal for piles/caissons to be by _______________________ g. Leopardo Companies, Inc. is not responsible for damage to any structures/finishes on or off-site resulting from any pile or caisson related work. h. All caissons will be installed in one continuous operation, once our equipment has moved onto the site. i. Caissons will be installed in accordance with conventional equipment and standard installation procedures. No allowances are included for special installation procedures required by existing and adjacent structures, soil instability or water inflow below surface casing. Site Utilities 1. Asphalt Paving 1. Asphalt surface course shall be installed in same season as binder course. Leopardo Companies, Inc. shall not be responsible for damage to binder used for temporary parking or roadways.

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