BRICK WORK Sample Clauses
The 'BRICK WORK' clause defines the standards, materials, and methods required for constructing brickwork within a project. It typically outlines the types of bricks to be used, mortar specifications, workmanship quality, and any necessary curing or finishing processes. For example, it may specify that only certain grades of bricks are acceptable or that joints must be of a particular thickness. The core function of this clause is to ensure that all brickwork meets consistent quality and safety standards, thereby preventing disputes over construction quality and ensuring the durability of the finished structure.
BRICK WORK. The external walls will be of 1:5 Cement and sand, brick work with 200 mm thickness with hollow bricks. All the internal walls will be 100 mm, except the flat separating walls, stair walls and balcony walls which will be 100 mm. thick.
BRICK WORK. All interior and exterior brick wall shall be 5”thick (1:5) with 1” class brick as per Siliguri Market.
BRICK WORK. All out side brick work will be made of 8 inches thick first class burnt clay brick and interior walls will be of 5 inches/3 inches thick first class ▇▇▇▇ ▇▇▇▇▇ bricks.
BRICK WORK. 3.1 The brickwork shall be carried out with good quality well common burnt clay machine moulded modular bricks of class designation 12.5 as per CPWD Specifications-2019 with amendments issued on date.
3.2 The rate shall also include for leaving chases / notches for dowels / cramps for all kinds of cladding to come over brick work.
3.3 Brick work provided around shaft or lift walls or around slab cutouts shall be measured in the brick for corresponding floor level. Nothing extra shall be paid on this account.
BRICK WORK. (i) 75 designation brick work shall consist of first class bricks laid in cement mortar and as hereinafter specified.
(ii) No bricks may be used until after they have been soaked under water for at least one hour.
(iii) Care must be taken that the bricks are perfectly clean and free from lime, ▇▇▇▇ or dirt of any kind. If necessary they must be scrubbed before use.
(iv) Great care must be taken to masonry in progress of construction damp. When work is left off for the day troughs shall be formed, by means of fillets of mortar 51mm high all round the unfinished work and shall be kept filled with water. Vertical or inclined surfaces must be frequently watered from a rose headed can. Water should not be dashed with violence against new work as this washes out the mortar. Should the work be delayed owing to holidays or for other reason, the contractor must make adequate arrangements for keeping the work wetted, and shall continue to do so for at least ten days or such longer time as directed, after the brickwork has been completed.
(A) Brick work in cement mortar with 75 designation brick including racking out joints and curing complete as directed, in sub structure and superstructure in prop. 1:3.
(B) 112mm thick 75 designation brick nogged wall in cement mortar embedded with protruding M.S. rod 6mm dia in column including racking out joint and curing complete as directed in super structure above plinth in prop. 1:4.
(C) 112mm thick reinforced brick wall in prop. 1:5 reinforced with two lines of M.S. rods 6mm dia as specified embedded in 38mm thick concrete course in prop. 1:2:4 with coarse agg. 12mm down at every fourth course embedded with protruding rod in column including curing etc. complete as directed in super structure above plinth level. Brick work in cement mortar with 1st class local bricks, the quality of which is to be approved by the Engineer Incharge. Bricks are to be thoroughly cleaned, soaked in fresh water for a period of atleast 6 hrs. before use. Bricks to be tested for its compressive strength as per relevent IS: code and it shall not absorb water more than 20% of its dry weight. A good bond shall be maintained both laterally and transversely. Bricks joints shall not exceed 12mm. No broken bricks shall be used except as closers. After the days work all joints shall be raked to 12mm depth so as to provide a good grip for plastering. Brick work to be properly cured till mortar has set. Brick work in sub structure up to plinth level to be do...
BRICK WORK. Brickwork shall be in C.M. 1:6 constructed with second class bricks. Brick masonry in arches and arching over the pipe shall be in C.M.
BRICK WORK. 10.1 Bricks shall be kiln burnt sub-class ‘B’ best quality locally available conforming to the samples kept in the office of the GE. Irrespective of whatever is specified in Schedule-‘A’, bricks shall have average compressive strength of not less than 75kg/cm2. Water absorption of bricks shall not exceed 20% when tested in accordance to IS-3495. Sampling and testing of bricks shall be carried out as per IS: 5454 and IS: 3495. The size of the brick shall be 230x115x75mm. The tolerance in size of bricks shall be ±8%.
10.2 Half brick thick wall shall be constructed over PCC sub-base with reinforcement details as specified hereinbefore in ground floor and on top of RCC slab in upper floor. Half brick thick wall of height more than 90cm shall be reinforced with two 8mm dia TMT bars horizontally at every fourth course starting from floor level and anchored in walls at junctions. The anchorage length provided shall be not less than 100mm.
BRICK WORK. Brick work will all outside wall.
BRICK WORK. 9.1 Bricks shall be normal size common burnt clay sub class ‘B’ bricks with frog, best locally available and as approved by GE with the crushing strength not less than 35 Kilogram per Square centimeter. The normal size of bricks shall be 230 mm long, 115 mm wide and 75mm height with a tolerance of ± 8% in each dimension. The Accepting officer at his sole discretion may permit, use of bricks (without any price adjustment) which may not strictly conform to the said tolerance limits in sizes, provided he is satisfied that the bricks conform to the specifications in all other aspects as specified in MES Sch.. For the purpose of measurement irrespective of the size of bricks locally available, the unit rates in Sch. ‘A’ are deemed to have worked out on the basis of width / thickness with bricks as specified above and no price adjustment shall be made for any variation (as stated above in sizes/dimensions) and for any other items of work / trade due to variation in size of bricks.
9.2 Thickness of bed joints shall normally conform to thickness with tolerance as specified in clause 5.26 of MES Sch. Part-I. However joints upto 15 mm thick are permitted with the prior approval of the GE without any price adjustment and no extra will be paid for extra cement and sand consumed.
BRICK WORK. All interior and exterior shall be 5” thick(1:5) with 1st Class brick as per local market.