Laying Sample Clauses

Laying. The stone shall be laid by hand closely together. The stone shall be carefully bedded and tightly wedged with suitable spalls. The base of the stone shall alternate with the apex in all directions or as directed by the Engineer. The layer shall be proof rolled with a loaded scrapper or truck with a minimum axle load of 8 tonnes in the presence of the Engineer who shall approve of its stability before compaction.

Laying. All pipe, fittings, valves, and fire hydrants shall be carefully lowered into the trench in a manner as to prevent damage to pipe materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped into the trench. The pipe and fittings shall be inspected for defects prior to installation. All lumps, blisters and excess coating shall be removed from the ▇▇▇▇ and spigot end of each pipe, and the outside of the spigot and the inside of the ▇▇▇▇ shall be wire brushed and wiped clean and dry and free from debris and lubricants before the pipe is placed in the trench. Every precaution shall be taken to prevent foreign material from entering pipe while it is being installed. After placing a length of pipe in the trench, the spigot end shall be centered in the ▇▇▇▇ and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with bedding material tamped under it. Precautions shall be taken to prevent dirt from entering the joint space. When pipe laying is not in progress, the open ends of pipe shall be sealed with a sanitary watertight plug or sanitary other means approved by the District. If water is in the trench when work resumes, the seal shall remain in place until the trench is pumped completely dry. The cutting of pipe for inserting valves, fittings or closure pieces shall be done in a neat and workmanlike manner without damage to the remaining pipe, coating or cement mortar lining so as to leave a smooth end at right angles to the axis of the pipe. Pipe shall be laid with ▇▇▇▇ ends facing in the direction of the laying, unless otherwise approved by the District. No pipe shall be laid in water, or when, in the opinion of the District, trench conditions are unsuitable. Wherever it is necessary to deflect pipe from a straight line, the amount of deflection allowed shall not exceed one-half pipe manufacturers' recommendations for mechanical, restrained and push-on joints.

Laying. All the best-shaped uniformly colored bricks shall be picked out and used for face work without any extra payment to the contractor. All bricks work shall be constructed in English bond and shall follow the type bond junctions etc. Brickwork shall be laid in English bond with mortar in proportion to 4:1 i.e. (4 sand:1 cement) unless otherwise specified. No brickwork shall be carried out more than one scaffolding height of 1.5 meter in any stage. Brickwork in foundation and superstructure not in contact with water shall be provided with 19 mm and 12-mm. thick plaster at inside and outside faces respectively. Cement and sand material ratio shall be 1:6 for structures not in contact with water and 1:4 with 20 mm. thick plaster cement punning in the waterside face and 12 mm. thick plastering prop at the other face shall be provided all courses unless other wise specified or ordered by the Engineer, shall be truly horizontal and the walls shall be taken up truly plumb. Mortar joints shall never exceed 10 mm in thickness and this thickness shall be uniform throughout. Vertical joints in alternate courses shall come directly over one another. The joints shall be racked out not less than 12mm deep when the mortar is green so as to provide proper key for the plaster or pointing to be done. Each face brick shall be set with both bed and vertical joints quite full of motor. No damaged or broken brick shall be used in any part of the work except such as may be cut to size for closing the course. Closers shall be clean out to size an indicated in English bond and shall be situated near the end of walls. The masonry shall be carried up regularly and no step shall be allowed more than 60cm. where the masonry of one part has to be delayed, the work must be raked back at an angle not exceeding 45º Angles and Junctions. At all angles forming the junction of walls, the brick shall at each alternate course be carried into their respective walls so as to thoroughly unite the work with English bond. Care shall be taken that when a brick is left out to allow support for the scaffold pole on the wall face, such brick shall always be a header and that not more than one header for each pole shall be left out. Scaffolding: Proper scaffolding shall be provided whenever necessary having two sets of vertical supports and shall be subject to the approval of the Engineer; who may order the contractor to alter or strengthen the scaffolding if he considers it necessary, without thus becomi...

Laying. Before lowering the pipe, the trench section shall be got approved from the Engineer in charge. Trenches are to be dug to the specified level / grade. Sufficient cushion shall be provided for protection from surface traffic, future changes in the ground elevation. The width of the trench shall be to the required specifications providing room for pipe laying operation, backfilling, compaction etc., Trenches should be shored and braced when conditions so warrant. The bottom of the trench shall form a continuous bed for the pipe. Where rock is encountered, trenches shall be dug deeper and then filled and compacted to grade with suitable bedding material. The Contractor shall have to provide and maintain sight rails and boning rods wherever required till the completion of work. The pipe shall be laid in reasonably dry condition and under no circumstances they shall rest on slushy bedding. The pipes shall be lowered slowly into the trench by means of chain pulley block and tripod stand or with the help of ropes and suitable size of wooden bullies or with the help of cranes. They shall be brought to the required level by giving packing with wooden sleeper pieces and ultimately with well-consolidated hard moorum if required. The chain pulley block and tripod stand must be approved from the Engineer in charge. Under no circumstances pipe shall be allowed to be thrown in the trenches. At the end of each day, the end of the pipe should be plugged to prevent entry of rodents, foreign substances, water etc.

Laying. The agreement when executed by all the parties thereto shall be laid in Parliament by the Minister of Finance within a reasonable time after such execution. This agreement is made the …………………. day of ……..………. two thousand BETWEEN GOVERNMENT OF GRENADA acting herein through the Honourable ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇, Minister of Finance (hereinafter called “the Government”) of the One Part and REPUBLIC FINANCE AND MERCHANT BANK LIMITED a company incorporated under the Companies Ordinance Chapter 31, No. 1 of the Laws of Trinidad and Tobago and continued under the Companies Act, 1995, of the Laws of Trinidad and Tobago and having its registered office at ▇-▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇ ▇▇ ▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇▇▇▇▇ of Trinidad and also registered in Grenada under the Companies Act, 1994 of the Laws of Grenada and having its registered office in Grenada at NCB House, Grand Anse, in the town of Saint ▇▇▇▇▇▇ aforesaid (hereinafter called “FINCOR”) of the Other Part.

Laying. Sub grade concrete or R.C.C. slab on which marble is to be laid shall be cleaned, wetted and mopped. The bedding for the marble shall be lime mortar 1:2 ( 1 lime: 2 coarse sand) or cement mortar 1:4 (1 cement : 4 coarse sand) as mentioned in the Bills of Quantity.

Laying. The pipes shall be laid to lines, levels, and slopes indicated in the drawings or as directed by the Consulting Engineers. The handling and laying of pipes shall conform to IS:783-1985. The joint shall be done as per IS: 831985.

Laying. The bricks shall be laid in mortar to line, level and shapes shown on the plans and drawings slightly pressed and thoroughly bedded in mortar so that they will be completely filled with mortar and no hollows left anywhere. Bricks shall be handled carefully so as not to damage their edges. They should not also be thrown from any height to the ground but shall be put down gently. All courses shall be laid truly horizontal and all vertical joints made truly vertical. Vertical joints on one course and the next below should not come over one another and shall not normally be nearer than quarter of a brick length. For battered faces beading shall be at right angles to the face. Fixtures, plugs, frames etc. if any, shall be built in at place shown in the plans while laying the courses only and not later on by removal for bricks already laid.

Laying. The bricks shall be laid on edge, in plain, diagonal, ▇▇▇▇▇▇▇ bone bond or other pattern as specified or directed by Engineer – in – Charge. Brick shall be laid on edge on 12 mm thick mortar bed of specified proportion, and each brick shall be set by gentle tapping with hand trowel or wooden mallet, its inside faces shall be buttered with mortar, before the next brick is laid and pressed against it. On completion of a portion of flooring, the vertical joints shall be fully filled from the top with mortar. The surface during laying, shall be frequently checked with a straight edge at least 2 m. long, so as to obtain a true plane surface with the required slop. Finished work shall be cure for 10 days. In case of dry brick flooring, no curing shall be done.