Laserfiche WebLink
EXHIBIT "B" <br />ON BROADWAY -PARKING GARAGE <br />CLARIFICATIONS & EXCLUSIONS <br />2of8 <br /> 'including those for businesses on west side of Middlefield /Theater <br /> Way. <br /> • Soldier beams, tiebacks and lagging to be left in place after <br /> construction except for designated locations for future utility tie-in. <br /> Tiebacks will not be de-tensioned but will loose effectiveness over <br /> time and are not permanent. <br /> • Winterization costs for shoring are not included in the GMP. <br /> • Shoring is based on a continuous and uninterrupted flow of work over <br /> the entire site. Impacts for additional move ins or delays to access <br /> areas of work or buildings are not included in the GMP. <br /> • Bond for Shorin subcontractor is included. <br />2230 GRADING & All grading and paving work is excluded from the Scope of Work and <br /> PAVING is to be accomplished under the Site Contract or by RWC (see below). <br /> • All new paving, decorative pavers, resurfacing or patching at <br /> Broadway, Jefferson or Middlefield Road /Theater Way is excluded <br /> and to be b others. <br />2235 MASS • Mass excavation based on cut of 23'-3" from existing grade to bottom <br /> EXCAVATION of base rock as noted in plans. Over excavation below elevation of <br /> subgrade is excluded. <br /> • Excavation is based on use of shoring and lagging at building line and <br /> shotcrete or one-sided forms. Over excavation or backfill beyond line <br /> of building is excluded. <br /> • Temporary access ramp into excavation for trucks, equipment and <br /> cranes through structural steel erection. <br /> • Assume that new concrete culvert installed by others will support <br /> (after 27 day cure time) equipment loads for all trades needing access <br /> to lower level of garage including pile rig, excavation equipment and <br /> trucks, concrete and pump trucks, rubber tired crane for steel erection, <br /> etc. <br /> • Demolition of existing box culvert to limits of excavation is included <br /> in Mass Excavation. <br /> • Filling of existing culvert beyond limits of work is excluded. <br /> • Mass excavation is based on a continuous and uninterrupted flow of <br /> work over the entire site. Impacts for delays to access areas of work <br /> are not included in the GMP. <br /> • Impacts for adverse winter conditions, mud removal, contaminated <br /> soils; archeological finds, etc. aze excluded. <br /> • Bond for Earthwork subcontractor is included. <br />2355 PILING • 15 -55' indicator piles are included. <br /> • We assumed one mobilization and continuous flow of work with one <br /> rig using normal work hours (OT is excluded). <br /> • We have included the following pile quantity and length: <br /> ^ 327 12" SQ PCP's @ 45' <br /> ^ 446 14" SQ PCP's @ 45' <br /> • 120 18" SQ PCP's @ 45' <br /> • Pile cap connection exposed strands. <br /> • Included pre-drilling. <br /> • Subcontractor bond is included. <br /> • Pile cut-offs are excluded. <br /> • Piles at perimeter continuos footings are excluded. <br /> • Schedule based on using one pile-driving rig. <br /> • Noise and vibration monitoring is excluded. <br />