BID DOCUMENT - IDCO

BID DOCUMENT - IDCO BID DOCUMENT - IDCO

12.07.2014 Views

ELECTRICITY SUPPLY FOR PLANT AND LIGHTING (a) (b) (a) (b) The contractor shall assume that no electricity will be available at the site of the work for operation of plant or for lighting and he shall make all necessary arrangements for the provision of the power and light requirements at his own cost. The contractor shall store diesel oil, petrol and other inflammable fuel on site only with approval of the engineer and shall take additional precautions against fire. DRAINAGE The contractor shall make proper provision for the drainage of surface water from the whole of the site including rainfall run off from surrounding areas, which drain on to his site. He shall at his own cost all temporary drains and other works necessary to prevent erosion of earth works and the discharge of site or debris from the site and he shall control the drainage from the site so that no flooding or other drainage or disturbance is caused in areas surrounding the work. WORKMEN The contractor shall be responsible for restricting his workmen to the site of the works and shall take all necessary precautions to prevent damage arising from nuisances of any kind. ATTANDANCE OF ENGINEER (a) (b) (c) (d) The contractor shall allow for attendance of the Engineer during visits or inspections of the works shall afford every assistance and facility necessary thereto. He shall supply all labour and materials required by the engineer and his staff to carry out their duties of inspection and supervision. The contractor shall provide all equipment’s and instruments necessary to carry out the work of field test. The contractor shall provide all necessary technicians to carry out the works in testing the materials and samples. INSPECTION AND APPROVAL BY ENGINEER The Engineer shall have the right to inspect all materials before being built or placed in the works and no materials shall be built in and placed without his prior approval. Such approval will not however relieve the contractor of any of his responsibilities for the sufficiency of the materials or equipment. COMPLETION On completion of the works required under this contract the contractor shall dismantle and remove all the temporary structures fill and make good all holes and temporary excavations drains and roads clear away all rubbish and leave the whole of the works in clean and tidy conditions to the satisfaction of the engineer. SITE WORK AND EXCAVATIONS 1.01 SITE CLEARANCE (a) The contractor shall clear the site from grass, bushes, trees and organic soil where required over the area of the works and deposit as directed. All top soil excavated shall be stockpiled and then spread as directed on areas to be turned. (b) All stumps and roots of the trees on the site shall be grubbed and disposed off by removal from the site or as otherwise directed by the engineer. The holes made by grubbing shall be filled in with approved materials and compacted by ramming. 1.01.1 EXCAVATION (a) For the tendering purposes the contractor shall assume the site profile as shown on the drawing. When he takes possession of the site the actual reduced levels of the ground as he finds it, shall be recorded on the drawing, which shall be signed by the engineer and the contractor. All excavations shall be carried out in regular stages to the levels shown on the drawings, subject only to such modifications as may be ordered by the engineer as extras or omissions under the terms and conditions of the contract. In all excavations the last 15 cm, of the depth shall be carried out and trimmed by manual labour in case the contractor fails to verify the tender drawing before starting excavation this drawing will be the basis for unit calculations. 21

(b) The length width and depths of all excavations shall be sufficient to provide for the necessary working space shuttering and any other temporary structures required during construction of all excavations shall be measured net and neither allowance shall made for the extra space for working etc. nor for the increase in bulk after excavation. (c) Any excavation including excavation in rock made in error below the level shown on the drawings or below the levels ordered by the engineer will not be paid for and shall be brought back to the specified levels with mass concrete at the contractor’s own expense. (d) (e) Where indicated the excavation shall be out to slopes the cost of which be included in the rates. No concrete or screed shall be placed in any excavation without the prior approval of the Engineer. (f) Mechanical excavation shall not be carried down to within less than 15 cm. above the required formation level the last 15cm will be removed by hand. If required by the engineer this 15 cm. shall not be removed until immediately before concreting takes place. 1.02 REMOVAL OF UNSUITABLE MATERIALS Where unsuitable materials in encountered at the exposed formation level in excavations or immediately there under it shall be excavated to such levels as the engineer shall direct. The resultant excavations shall be back filled with selected materials deposited and compacted in layers of 15 cm as directed by the engineer. Such excavations shall be measured in accordance with the relevant item in the bill. 1.03 TEMPORARY DRAINAGE AND TIMBERING (a) During the whole time that the excavations are open they shall be kept dry. The contractor shall construct temporary drains and bunds to prevent the entry of surface water excavate and maintain all drains bunds and provide and operated all pumps necessary to collect and remove all water, which enters into the excavations. (b) The contractors shall be solely responsible for the safety and stability of the excavations. He shall at his own cost slope the sides of the excavations or provide timber supports built and secured to the satisfaction of the engineer in order to prevent the occurrence of subsidence or slips. (c) The contractor shall at his own cost promptly provide and maintain any temporary drainage or other protective measures required by the engineer. Compliance with the engineer’s instructions in this respect shall not however relieve him of his sole responsibility for the stability of the excavations on site. 1.03.1 DISPOSAL OF SOIL (a) Spoils from the site shall be disposed off within the areas as directed by the engineer. (b) Under no circumstances shall the spoils from the site be sold or given away to any unauthorized party for any consideration. 1.04 EARTH FILLING IN PLINTH Fill material should be well-graded natural inorganic soil approved by the engineer and meeting the following requirements (a) It shall be free of organic or other weak or compressible materials and be of such nature and character that it can be compacted to the specified density on a reasonable length of time. (b) It shall be free of highly plastic clay or all materials subject to decay, decomposition or dissolution and corrosion etc. (c) It shall have a maximum dry density of not less than 1590 Kg. Per cubic meters (d) It should have liquid limit of 35 to 40% and P.I. value of 5 to 7 (e) Earth available from trench cutting any also be utilized for filling plinth if it meets the above requirements. (f) The work under plinth or any places to make up level with sand having FM not less than 0.8 (g) Earth shall be filled in plinth in 15cm. Layers and in each shall be compacted to the entire satisfaction of the engineer by vibration roller/power hammer at optimum moisture contents. The contractor shall be very careful regarding foundation walls/columns so that no harm is done during ramming. 22

ELECTRICITY SUPPLY FOR PLANT AND LIGHTING<br />

(a)<br />

(b)<br />

(a)<br />

(b)<br />

The contractor shall assume that no electricity will be available at the site of the work for operation of<br />

plant or for lighting and he shall make all necessary arrangements for the provision of the power and light<br />

requirements at his own cost.<br />

The contractor shall store diesel oil, petrol and other inflammable fuel on site only with approval of the<br />

engineer and shall take additional precautions against fire.<br />

DRAINAGE<br />

The contractor shall make proper provision for the drainage of surface water from the whole of the site<br />

including rainfall run off from surrounding areas, which drain on to his site.<br />

He shall at his own cost all temporary drains and other works necessary to prevent erosion of earth works<br />

and the discharge of site or debris from the site and he shall control the drainage from the site so that no<br />

flooding or other drainage or disturbance is caused in areas surrounding the work.<br />

WORKMEN<br />

The contractor shall be responsible for restricting his workmen to the site of the works and shall take all<br />

necessary precautions to prevent damage arising from nuisances of any kind.<br />

ATTANDANCE OF ENGINEER<br />

(a)<br />

(b)<br />

(c)<br />

(d)<br />

The contractor shall allow for attendance of the Engineer during visits or inspections of the works shall<br />

afford every assistance and facility necessary thereto.<br />

He shall supply all labour and materials required by the engineer and his staff to carry out their duties of<br />

inspection and supervision.<br />

The contractor shall provide all equipment’s and instruments necessary to carry out the work of field test.<br />

The contractor shall provide all necessary technicians to carry out the works in testing the materials and<br />

samples.<br />

INSPECTION AND APPROVAL BY ENGINEER<br />

The Engineer shall have the right to inspect all materials before being built or placed in the works and no<br />

materials shall be built in and placed without his prior approval. Such approval will not however relieve the<br />

contractor of any of his responsibilities for the sufficiency of the materials or equipment.<br />

COMPLETION<br />

On completion of the works required under this contract the contractor shall dismantle and remove all the<br />

temporary structures fill and make good all holes and temporary excavations drains and roads clear away all<br />

rubbish and leave the whole of the works in clean and tidy conditions to the satisfaction of the engineer.<br />

SITE WORK AND EXCAVATIONS<br />

1.01 SITE CLEARANCE<br />

(a) The contractor shall clear the site from grass, bushes, trees and organic soil where required over the area<br />

of the works and deposit as directed. All top soil excavated shall be stockpiled and then spread as directed on<br />

areas to be turned.<br />

(b) All stumps and roots of the trees on the site shall be grubbed and disposed off by removal from the site or<br />

as otherwise directed by the engineer. The holes made by grubbing shall be filled in with approved materials<br />

and compacted by ramming.<br />

1.01.1 EXCAVATION<br />

(a) For the tendering purposes the contractor shall assume the site profile as shown on the drawing. When he<br />

takes possession of the site the actual reduced levels of the ground as he finds it, shall be recorded on the<br />

drawing, which shall be signed by the engineer and the contractor. All excavations shall be carried out in regular<br />

stages to the levels shown on the drawings, subject only to such modifications as may be ordered by the<br />

engineer as extras or omissions under the terms and conditions of the contract. In all excavations the last 15<br />

cm, of the depth shall be carried out and trimmed by manual labour in case the contractor fails to verify the<br />

tender drawing before starting excavation this drawing will be the basis for unit calculations.<br />

21

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