CA NO CWE/AMB/NORTH-06 OF 2026-27 SPECIAL REPAIR TO 16 X OR MD ACCN AT JADUNATH SINGH LINES (FAFA) UNDER GE (SOUTH) AMBALA CANTT

SCHEDULE 'A' PART-I (B/R WORKS): Material and labour for cutting holes exc 400 Sq. cm but not exc 0.10 sqm into or through brick walls built in cement mortar and making good in cement concrete 1:2:4 type B-0 as required complete all as specified and as directed.

Demolition of brick work built in CM incl all quions arches, pillar etc complete all as specified and as directed.

Material and labour for brick work withold size sub class ‘B’ bricks,straight or curved on plan to any radiousl built in cement mortar (1:4) complete all as specified and as directed.

All as per Item No 3 above but except bricks.

Material and labour for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 etc complete all as specified and as directed.

Taking down Cement plaster on brick or stone walls incl raking out joints hacking for key & scrubbing down with water etc complete all as specified and as directed.

Material and labour for 5 mm thick cement plaster in CM 1:3 as in soffits of slabs/Ceiling/Chajja/ Sunshade finishing the plastered surface even & smooth w/o using extra cement etc complete all as specified and as directed.

Material and labour for Rendering 10 mm thick on fair faces of brick work or concrete surfaces, finished even and fair (without using extra cement) on walls in cement mortar (1:6),complete all as specified and as directed.

Material and labour for Rendering 15mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:4), using water proofing compound complete all as specified and as directed. NOTE:WPC will be measured and paid for separately.

Material and labour for rough cast plastering over and incl 10 mm thick rendering in cement mortar 1:3 and while it is still in plastic state the roughcast mixture consisting of crushed stone or fine gravel aggregate (which is generally of size between 6 to 12 mm depending on the texture required) mixed with coarse sand and cement in the ratio of 1: 1: 1 shall be applied and finished even. The mix of cement and sand shall be made slightly wetter than normal for rendering to ensure that larger aggregates are thoroughly covered. complete all as specified and as directed. Rough cast plaster shall be applied as specified clause 14.22 of SSR Part-I .