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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

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