Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 1 1 2 The price reduction shall be computed by multiplying the percent price reduction in Table 3 2 by the unit Contract price by the volume of pavement represented by the thickness test 4 lot. I 5 6 Additional cores may be taken by the Contractor to determine the limits of an area that 7 has a thickness deficiency greater than 0.04 feet. Cores shall be taken at the approximate I 8 center of the panel. Only the panels within the limits of the deficiency area as determined 9 by the cores will be subject to a price reduction or corrective action. The cores shall be 10 taken in the presence of the Engineer and delivered to the Engineer for measurement. All 11 costs for the additional cores including filling the core holes with patching material meeting 12 the requirements of Section 9-20 will be the responsibility of the Contractor. 13 14 5-05.5(1)A Thickness Deficiency of 0.05 Foot or Less I 15 This section, including title, is revised to read: 16 17 5-05.5(1)A Vacant I 18 19 5-05.5(1)B Thickness Deficiency of More Than 0.05 Foot 20 This section, including title, is revised to read: I 21 22 5-05.5(1)B Vacant 23 I 24 6-01.AP6 25 Section 6-01, General Requirements for Structures 26 January 7, 2019 I 27 This section is supplemented with the following new subsections: 28 29 6-01.16 Repair of Defective Work I 30 6-01.16(1) General 31 When using repair procedures that are described elsewhere in the Contract 32 Documents, the Working Drawing submittal requirements of this Section shall not I 33 apply to those repairs unless noted otherwise. 34 35 Repair procedures for defective Work shall be submitted as Type 2 Working 36 T 2E Working shall Drawings. Type Drawings be submitted when required by the I37 Engineer. As an alternative to submitting Type 2 or 2E Working Drawings.. defective 38 Work within the limits of applicability of a pre-approved repair procedure may be 39 repaired using that procedure. Repairs using a pre-approved repair procedure shall I 40 be submitted as a Type 1 Working Drawing. 41 42 Pre-approved repair procedures shall consist of the following: I 43 44 • The procedures listed in Section 6-01.16(2) 45 46 • For precast concrete, repair procedures in the annual plant approval I47 process documents that have been approved for use by the Contracting 48 Agency. 49 I 50 All Working Drawings for repair procedures shall include: 51 ICITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PBI7(014); COE#PW3688 Page AM-31