ORDINARY BRICK WORK Sample Clauses

ORDINARY BRICK WORK. 3.1.1 BRICKS: (i) The bricks shall be local best quality and of regular & uniform size, shape & colour, uniformly well burnt throughout but not over burnt. They shall have plain rectangular parallel sides & sharp, straight & right angled edges. They shall be free from cracks or other flaws. They shall have a frog of 10 mm. depth on one of the flat faces. They shall give a ringing sound when struck with each other. (ii) The bricks shall show a fine grained, uniform, homogeneous & dense texture on fracture and shall be free from lumps of lime, laminations, cracks, air holes, soluble salts causing efflorescence or other defects which may in any way impair their strength, durability, appearance or usefulness for the purpose intended. They shall not break when thrown, on the ground on their flat face in a saturated condition from a height of 600mm. (iii) The size of brick shall be 230 x 115 x 76 mrn (or locally available sizes) only bricks of one standard size shall be used on one work unless specially permitted by the Architects. (iv) After 24 hours immersion in water, absorption by weight shall not exceed 20 percent of the dry weight of the bricks, when tested according to IS: 1077 - 1976. (v) Unless otherwise specified, crushing strength of brick shall not be less than 50 Kg./Xx.xx. (vi) Bricks rejected by. the Engineer shall be removed from the site of work within 24 hours.
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ORDINARY BRICK WORK. The rate shall include the cost of materials, labour required for all the operations described above. This shall include the following: (i) All raking or false cutting and wastage. (ii) Chamfering all external angles if instructed. (iii) Extra cuffing and wastage for forming rebated, reveals or squint or birds mouth angles. (iv) Cutting and fitting brick work to steel. (v) Wedging and pinning up brick work to ceiling. (vi) Bedding and pointing to wood frames, (vii) Cuffing and pinning ends of timbers, lintels, steps etc. (viii) Leaving small holes as necessary for pipes, conduits etc. (ix) Scaffolding double or single for the brick wall, as directed. (x) Necessary tools, plant etc. required for this work. (xi) Leaving teeth or steps for proper bond with future masonry work. (Xii) Soaking of bricks in water and curing of work done.
ORDINARY BRICK WORK. Unless otherwise specified, all work shall be measured in metric units, as fixed in its proper position. Any extra work done by the contractor, over the specified dimensions shall be ignored. Dimensions shall be measured correct to one cm. Cubic contents shall be worked out in cum. correct to two places of decimal. No deduction shall be made nor any extra payment made for the following: (i) Ends of dis-similar materials (i.e. joists, beams, posts, girders, rafters, purlins, trusses, steps etc., up to 0.1 Smt. in section. (ii) Opening, each up to 0.1 sq. m. in calculating the area of the opening any separate lintels or xxxxx shall be included along with the size of the openings but the end portion of the lintels shall be excluded and the extra width of the rebated reveals, if any, shall be excluded. The work shall be measured separately under the following general categories; the mode of measurements however shall be as per levels/heights mentioned in Bills of Quantities. (a) From foundation to floor (1st level - Plinth level) (b) From floor (1st level) to floor (2nd level) (c) From floor (2nd level) to floor (3rd level) and so on. (d) Brick wall in parapet walls shall be measured along with the corresponding masonry in the walls of the storey just below it. (e) Brick masonry below A.C. Sheet (i.e. gala bid) shall be measured in Rmt. and paid in their respective item. In this case only single side measurement shall be paid to cover the work for both the sides and 300mm height shall be deducted from brick masonry measurement. (f) Brick masonry above A.C. Sheet (i.e. load wall) shall be measured in Rmt., and paid in their respective item. The quoted rate shall include the cost of cement finish plaster/sand face plaster, concrete water, water proofing paint etc. as specified.

Related to ORDINARY BRICK WORK

  • Extra Work At any time during the Term of this Agreement, City may request that Consultant perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement. Consultant shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative.

  • Ordinary Hours of Work The ordinary hours of work will be worked any time between 6.00am to 6.00pm Monday to Friday. Ordinary hours of work may be varied by agreement between the Employer and the majority of the employees concerned and the ETU State Secretary (via the relevant full time ETU Official) to accommodate the hours or work required for the most efficient and safe operation of the Employer and the requirements of its client. Where agreement is reached to work alternate hours, occupational health and safety principles will prevail. Proper health monitoring procedures will be introduced and suitable rosters clearly agreed prior to commencing work. Adequate supervision must always be provided. Matters on which agreement may be reached include: a) How the hours are to be averaged in a work cycle b) The duration of the work cycle

  • Contract Work Contract work means capital project work within existing plant facilities, major maintenance and/or revamp work, plant modifications and/or shutdown work, minor maintenance and/or repair work, breakdown maintenance.

  • Project Work PURCHASER shall complete the following projects in accordance with the specifications provided in Exhibits B, C, D, E, and F and written instructions from STATE. Project locations are shown on Exhibit A unless otherwise described. PURCHASER shall furnish all material unless otherwise specified.

  • Other Than Normal Working Hours Non-prevailing Wage Rate Projects: Work performed from 4:00 p.m. to 7:00 a.m. Monday to Friday, and any time Saturday, Sunday, and Holidays. The Contractor will perform Tasks during Other Than Normal Working Hours for the Unit Price set forth in the CTC multiplied by the Adjustment Factor of: 1.

  • Shift Work Shift work is work not in excess of ordinary hours (ie 38 hours per week), but carried out wholly or partly between the hours of 7.00pm and 7.00am, Monday to Friday. Shift work is work scheduled at least 24 hours prior to the commencement of the shift. Employees required to work shift work will be paid at time and one quarter of the ordinary rate per hour for ordinary hours worked.

  • Union Activity During Working Hours Solicitation of Union membership or collection or checking of dues will not be conducted during working time. The Company agrees not to discriminate in any way against any employee for Union activity, but such activity shall not be carried on during working time, except as specifically allowed by the provisions of this Agreement.

  • Construction Phase Services 3.1.1 – Basic Construction Services

  • Normal Work Week The normal work week shall be thirty-seven and one-half (37 1/2) hours, and the normal daily hours of work shall be seven and one-half (7 1/2) hours, exclusive of a meal period. The normal work week shall be Monday through Friday and the normal workday shall be scheduled between 7:00 a.m. and 6:00 p.m.

  • Normal Working Hours Prevailing Wage Rate Projects: Work performed from 7:00 a.m. until 4:00

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