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Specification Part 3 - Road & Bridge Works - Urban Administration ...

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2003.2. Construction Operations<br />

a) All work shall conform strictly lo the drawings and shall be in accordance with the provisions of this<br />

section. Care shall be taken lo ensure that all parts of an assembly fit accurately together. The<br />

workmanship shall satisfy all relevant provisions laid down in Section 1900.<br />

b) Knuckle pins, rolling surf aces of the rollers and bearing surface of the bearing plates shall be<br />

machined and all boll holes shall be drilled. The whole bearings shall be fitted and finished as<br />

required for good quality machined work to the satisfaction of the Engineer. However, in case of<br />

bearings which arc to be grouted or bedded on a suitable yielding material on any surface which is<br />

to be in permanent contract with the grout or the yielding material may be left unmachined.<br />

c) In prestressed concrete construction where launching of girders is employed, in order to avoid<br />

slipping or jumping of rollers due lo vibration or jolts, adequate measures may be taken to ensure<br />

that the roller assembly is not disturbed. It is normal practice lo provide rocker bearings on the<br />

bunching end and place the beam on Iris rocker end slightly in advance of placing on the roller.<br />

d) During concreting of girders, the bearings shall he held in position securely by providing temporary<br />

connection between the top and bottom plates in cast of fined bearings and between top plate,<br />

base plate and saddle plate in case of roller cum-rocker bearing or by any other suitable<br />

arrangement which prevents the relative displacement of the components.<br />

e) In prestressed precast girders, where recesses arc left on the underside of girders receive the<br />

anchor bolts, grout holes extending to the beam sides or to the deck level shall be provided. The<br />

cement sand grout shall have a mix of 1. 1<br />

2003.3. Workmanship<br />

a) Fabrication shall be carried out by an organization experienced and qualified in undertake precision<br />

engineering of this type and be approved by the Engineer<br />

b) Workmanship shall be of good quality, neatly finished and of good appearance<br />

c) Castings shall be true to the forms and dimensions shown on the drawings and stall be free from<br />

pouring faults, sponginess, cracks, blow holts and other defeat on position, affecting their<br />

appearance or strength Warped or distorted castings will not be accepted. Exposed surfaces shall<br />

be smooth and dense.<br />

d) All castings shall be cleaned by sand or shot blasting to remove sand or scale and to present to<br />

clean uniform surface.<br />

e) All irregularities fins or risers shall be ground off flush with the adjacent surface. Castings with<br />

visible cracks, blow holes or similar blemishes shall be rejected if the imperfections are located in<br />

bearing surface or cannot be remedied to the approval of the Engineer.<br />

f) Imperfections which are not located in bearing surface shall be cleaned out, filled with weld metal of<br />

the appropriate composition and ground flush.<br />

g) All surfaces of major components like top plates, saddle plates, base plates, rollers of the bearings<br />

shall be machined all over for correct alignment, interchangeability, proper fittings, etc.<br />

2003.4. Tolerances<br />

Tolerances for its individual components or of the assembled bearings shall be as shown on the<br />

drawings or subject to the approval of the Engineer.<br />

Unless otherwise specified, the following tolerances shall be maintained:<br />

Diameter of Rollers, Knuckle Pins and Bores<br />

Tolerances on diameter of rollers and all convex surfaces s hall conform lo K7 of 15:919.<br />

Tolerances on diameter of all concave surfaces shall conform 10 D8 of IS: 919.<br />

Height of Bearings

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