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PACKAGE : I Bid Document VOLUME : II - Public Health Engineering

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Design shall be based on Criteria for Design of RCC Staging for Overhead Water<br />

Tank as per IS11682-1985 reaffirmed 1998 as well as the provisions of the latest<br />

edition of relevant IS. 456-1978 third revision Amendment-2, I.S. 3370 Part-I & <strong>II</strong><br />

of 1965 and Part-3 and Part-4 of 1967, being reaffirmed 1991along with subsequent<br />

amendments, I.S. 875 (1987) Part-I to Part-5, second revision being reaffirmed in<br />

1992 with all up-to-date amendments, I.S. 1893 (1984) Fourth revision amendment-<br />

1 being reaffirmed in 1991 with subsequent amendments if any, I.S. 1904 (1986)<br />

third revision being reaffirmed in 1995 including up-to-date amend if any.<br />

Design Calculation & Drawings.<br />

The design calculation and drawings shall be worked out in metric or S.I. units. The<br />

drawings shall comprise of the following.<br />

General arrangement drawing showing clearly all the elements of the structure and<br />

other appurtenances. The relative levels shall be shown clearly.<br />

Structural drawings showing details of reinforcement of all elements,<br />

Constructions joints, movement joints, Architectural & building drawing Code of<br />

practice etc, confirming to I.S. 962 (1989) Second Revision, I.S. 7973-1976 being<br />

reaffirmed during 1991, I.S. 2502-1963 being reaffirmed during 1990, I.S. 5525-1969<br />

being reaffirmed during 1990 and other relevant I.S. Standards of latest edition with up-todate<br />

amendment shall be furnished. Detailed drawings showing the handrails stainless steel<br />

ladders, fixing of pipes, specials in floor manhole cover etc. shall be furnished.<br />

25.6 Testing for water tightness<br />

For water retaining structures above ground level, the requirement of the test shall<br />

be deemed to be satisfied if the external face shows no sign of leakage and remain<br />

apparently dry over a period of observation of seven days after filling upto<br />

maximum water level and allowing seven days period for absorption.<br />

In case of ground structures with top covered, the tanks shall be deemed to be water<br />

tight if the total drop in water level over a period of seven days does not exceed<br />

40mm.<br />

If the structure does not satisfy the condition of the test period, the test may be<br />

extended for a further period of seven days and if the specified conditions of the test<br />

are satisfied the structures shall be considered to be water tight.<br />

In case of unsatisfactory test results, the contractor shall ascertain the cause, make<br />

all necessary repairs and repeat the procedure until the test has been passed<br />

satisfactory at no extra cost to the employer.<br />

DTS : Detailed Tender Specification. Page 284

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