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B-1 AGREEMENT System Generated e-Tender No ... - e-Tendering

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12 Item <strong>No</strong>. 12:- Providing Pre-constructional Anti termite - - As directed by Engineer in charge.<br />

treatment by treating the bottom surface and the sides of<br />

excavation in soil with the plinth beams at the rate of 3 liters<br />

of emulsion concentrate of one percent concentration of<br />

chlorpyrifos 20% F.C. (i.e. by diluting 5 liter of chlorpyrifos<br />

20% EC with 95 liter of water) ISI approved confirming as per<br />

Indian standard specifications 8944 & 6313 (Part II 1981) and<br />

spraying by high volume sprayer per square metre surface<br />

area with ten years guarantee bond etc. complete.<br />

13 Item <strong>No</strong>. 13:- Providing and applying anticorrosive treatment<br />

for TOR steel reinforcement as per cement polymer<br />

composite coating (CPCC) method developed by CECRI<br />

including cleaning the bar by means of any established<br />

mechanical or manual method for removing the rust and<br />

delicious matter, applying rapid setting primer and cement<br />

polymer sealing coat of approved and licensed by CECRI<br />

including redoing the process if damaged occur during<br />

handling, stacking etc. complete as directed by the Engineer<br />

in charge.<br />

14 Item <strong>No</strong>. 14:- Providing second class Burnt Brick masonry<br />

with conventional / Indian Standard type bricks in cement<br />

mortar 1:6 in foundations and plinth of inner walls and<br />

external walls, including bailing out water manually, striking<br />

joints on unexposed faces, racking out joints on exposed<br />

faces and watering etc. complete.<br />

15 Item <strong>No</strong>. 15:- Providing second class Burnt Brick masonry<br />

with conventional / Indian Standard type bricks in cement<br />

mortar 1:6 in superstructure, including striking joints, racking<br />

out joints, watering and scaffolding etc. complete.<br />

-- -- a) The anticorrosive treatment for reinforcement bar shall<br />

be as per Cement Polymer Composite (CPCC) method<br />

Developed by CECRI. b) The contract rate shall be for a<br />

unit of one Metric Tonne. and as directed by engineer in<br />

charge.<br />

Additional specification as per separate sheet attached.<br />

Bd-G-1 313 a) The work shall be executed as per wording of Item and as<br />

directed by Engineer in charge. b) conventional type bricks shall<br />

be procured in advance so that the progress of work shall not be<br />

hampered. c) Required test of bricks shall be carried out before<br />

use and bricks shall be soaked well in advance before use. d) The<br />

bricks shall be got tested before use from the Government<br />

laboratory as per frequency before execution of work. e) The joints<br />

on inside face of the masonry shall be struck and external joints<br />

shall be racked.<br />

Bd-G-5 315 a) The work shall be executed as per wording of Item and as<br />

directed by Engineer in charge. b) Conventional type bricks shall<br />

be procured in advance so that the progress of work shall not be<br />

hampered. c) Required test of bricks shall be carried out before<br />

use and bricks shall be soaked well in advance before use. d) The<br />

bricks shall be got tested before use from the Government<br />

laboratory as per frequency before execution of work. e) The joints<br />

on inside face of the masonry shall be struck and external joints<br />

shall be racked.<br />

109<br />

Signature Of Contractor <strong>No</strong>. Of Corrections Executive Engineer<br />

P.W. Division, Jawhar

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