AgdaPkt 2003-10-13 - Laserfiche WebLink

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EXHIBIT "B" � . � �3�- ON BROADWAY - PARKING GARAGE CLARIFICATIONS & EXCLUSIONS 2 of s including those for businesses on west side of Middlefield / Theater T Way. • Soldier beams, tiebacks and lagging to be left in place after construction except for designated locations for future utility tie-in. Tiebacks will not be de-tensioned but will loose effectiveness over time and are not permanent. • Winterization costs for shoring are not included in the GMP. • Shorin; is based on a continuous and uninterrupted flow of work over the entire site. Impacts for additional move ins or delays to access areas of work or buildings are not included in the GMP. • Bond for Shorin subcontractor is included. ?230 GRADING & • All grading and paving work is excluded from the Scope of Work and PAVING is to be accomplished under the Site Contract or by RWC (see below). • All new paving, decorative pavers, resurfacing or patchin; at Broadway, 7efferson or Middlefield Road / Theater Way is excluded and to be b others. 2235 � MASS • Mass excavation based on cut of 23'-3" from existing grade to bottom EXCAVATION of base rock as noted in plans. Over excavation below elevation of subo ade is excluded. � • Excavation is based on use of shoring and ]agging at building line and I shoterete or one-sided forms. Over excavation or backfill beyond line of building is excluded. • Temporary access ramp into excavation for trucks, equipment and ' cranes through svuctural steel erection. i • Assume that new concrete culvert installed by others will support ' (afrer 27 day cure time) equipment loads for all vades needing access to lower level of garage including pile zig, excavation equipment and -- trucks, concrete and pump �ucks, rubber tired crane for steel erection, eu. • Demolition of existing box culvert to limits of excavation is included � i in Mass Excavation. • Filling of existing culvert beyond limits of work is excluded. '� • Mass excavation is based on a continuous and uninterrupted flow of I work over the entire site. Impacts for delays to access areas of work aze not included in the GMP. �I • Impacts for adverse winter conditions, mud removai, contaminated soils; archeolo�ical finds, etc. are excluded. I j • Bond for Earthwork subcontractor is included. '355 �, PILING • 15 —55' indicator piles are included. 'I • We assumed one mobilizadon and continuous tlow of work with one ; rig using normal work hours (OT is exc]uded). • We have included the following pile quantity and ]ength: � • 327 12" SQ PCP's @ 45' ' • 446 14" SQ PCP's @ 45' ' • 120 18" SQ PCP's C� 45' • Pile cap connection exposed strands. � • Included pre-drilfine. I • Subcontracror bond is included. I • Pile cut-offs are excluded. I . Piles at perimeter continuos foorings are excluded. • Schedule based on using one pile-driving rig. I • Noise and vibration monitorin is excluded.