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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