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1 damaging the existing steel reinforcing bars. All damage caused by the <br /> 2 Contractor's operations shall be repaired by the Contractor at no cost to the <br /> I <br /> 3 Contracting Agency and the repair shall be as approved by the Engineer. <br /> 4 <br /> 5 Steel reinforcing bars shall be set into the holes noted in the Plans with epoxy <br /> I <br /> 6 resin. The holes shall be cleaned before placing the resin. <br /> 7 <br /> 8 The Contractor shall demonstrate, to the satisfaction of the Engineer, that the <br /> 9 method used for setting the steel reinforcing bars completely fills the void <br /> I10 between the steel reinforcing bar and the concrete with epoxy resin. Dams shall <br /> 11 be placed at the front of the holes to confine the epoxy and shall not be removed <br /> 12 until the epoxy has cured in the hole. <br /> I 13 <br /> 14 6-02.4.G R6 <br /> 15 Measurement <br /> I 16 <br /> 17 6-02.4.INST1.GR6 <br /> 18 Section 6-02.4 is supplemented with the following: <br /> I 19 <br /> 20 6-02.4.0PT26.GB6 <br /> 21 (June 26, 2000) <br /> I 22 Modify bridge drain will be measured per each for each bridge drain modified. <br /> 23 <br /> 24 6-02.4.0PT44.FB6.DOCX <br /> 25 (April 6, 2015) <br /> I26 Seismic retrofit contains the following approximate quantities of materials and work: <br /> 27 <br /> 28 ** <br /> I <br /> 29 Holes Drilled into Existing Concrete 168 EA. <br /> 30 Concrete Cl 4000 12 C.Y. <br /> 31 St. Reinf. Bar 1877 LB <br /> I 32 *** <br /> 33 <br /> 34 The quantities are listed only for the convenience of the Contractor in determining the <br /> I 35 volume of work involved and are not guaranteed to be accurate. The prospective bidders <br /> 36 shall verify these quantities before submitting a bid. No adjustments other than for <br /> 37 approved changes will be made in the lump sum contract price for "Seismic Retrofit - <br /> 38 " even though the actual quantities required may deviate from those listed. <br /> I 39 <br /> 40 6-02.5.GR6 <br /> 41 Payment <br /> 111 42 <br /> 43 6-02.5.INST4.GR6 <br /> 44 Section 6-02.5 is supplemented with the following: <br /> I 45 <br /> 46 6-02.5.0PT72.GB6 <br /> 47 (April 6, 2015) <br /> I 48 "Seismic Retrofit - ", lump sum. <br /> 49 <br /> I <br /> MAPLE HEIGHTS BRIDGE SEISMIC RETROFIT PAGE 91 OF 106 SPECIAL PROVISIONS—Addendum 1 <br /> WORK ORDER#3693 MAY 4,2020 FEDERAL AID#BHM-2776(008) <br />