B-1 AGREEMENT System Generated e-Tender No ... - e-Tendering
B-1 AGREEMENT System Generated e-Tender No ... - e-Tendering
B-1 AGREEMENT System Generated e-Tender No ... - e-Tendering
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7 Item <strong>No</strong>. 7:- Providing and casting in situ cement concrete M-<br />
30 of trap metal for reinforced cement concrete Beams and<br />
Lintels as per detailed drawings and designs or as directed by<br />
Bd- F-6 300 a) The work shall be executed as per wording of Item and<br />
as directed by Engineer in charge. b) The concrete shall be<br />
as per guidelines of IS 456-200 for moderate atmospheric<br />
Engineer in charge including centering, formwork,<br />
conditions. c) the concrete mix shall be got approved from<br />
compacting, roughening the surface if special finish is to be<br />
provided and curing. (Excluding steel reinforcement)<br />
Engineer in charge prior to Execution d) all the Materials<br />
such as cement, sand, metal and water shall be got tested<br />
and approved from the Engineer in charge as per material<br />
test frequency specified in <strong>Tender</strong>. e) Only plywood and<br />
steel centering shall be used. f) Minimum cement content<br />
8 Item <strong>No</strong>. 8:- Providing and casting in situ cement concrete M-<br />
30 of trap metal for reinforced cement concrete chhajja as per<br />
detailed drawings and designs, including centering, formwork,<br />
compacting, roughening the surface if special finish is to be<br />
provided and curing. (Excluding steel reinforcement)<br />
9 Item <strong>No</strong>. 9:- Filling in plinth and floors with approved<br />
excavated materials in 15 centimetre to 20 centimetre layers<br />
including watering and compaction etc. complete.<br />
10 Item <strong>No</strong>. 10:- Providing and filling in the foundation with sand<br />
of approved quality including watering compaction etc.<br />
complete.<br />
11 Item <strong>No</strong>. 11:- Providing and fixing in position Thermo<br />
Mechanically Treated bar reinforcement of various diametres<br />
for reinforced cement concrete pile caps, footings,<br />
foundations, slabs, beams, columns, canopies, staircases,<br />
newels, chajjas, lintels, pardies, coping, fins, arches etc. as<br />
per details designs, drawings and schedules, including<br />
cutting, bending, hooking the bars, binding with wires or tack<br />
welding and supporting as required etc. complete.<br />
shall be as per IS 456-2000.<br />
Bd- F-9 303 a) The work shall be executed as per wording of Item and<br />
as directed by Engineer in charge. b) The concrete shall be<br />
as per guidelines of IS 456-200 for moderate atmospheric<br />
conditions. c) the concrete mix shall be got approved from<br />
Engineer in charge prior to Execution d) all the Materials<br />
such as cement, sand, metal and water shall be got tested<br />
and approved from the Engineer in charge as per material<br />
test frequency specified in <strong>Tender</strong>. e) Only plywood and<br />
steel centering shall be used. f) Minimum cement content<br />
shall be as per IS 456-2000.<br />
Bd-A-10 262 The work shall be executed as per wording of item and as<br />
directed by Engineer in charge.<br />
-- -- As per wording of Item and instruction of Engineer In<br />
Charge<br />
Bd- F- 17 306 a) The testing of steel bars shall be done as per relevant<br />
Indian standard Code and test Reports obtained from<br />
Government laboratory shall be submitted to Department.<br />
b) The quantity consumed as per detailed drawings and<br />
design of work will only be paid to the Contractor. c) The<br />
standard weight of the bar shall be considered as per Para<br />
B 10.13 of Standard Specification Book. d) The steel rebras<br />
brought by Contractor shall be used only after treating<br />
with CPCC anticorrosive treatment.<br />
108<br />
Signature Of Contractor <strong>No</strong>. Of Corrections Executive Engineer<br />
P.W. Division, Jawhar