REPAIR TO DRAIN, PATH, HARDSTANDING ETC AT 156 TA BN UNDER AGE(I) CIF(R).

Amount

Demolition of brick work / stone masonry built in cement mortar or cement lime mortar including all quoins ,arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed.

M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed.

M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth complete all as specified and directed by engr-in-charge.

M&L for preparation of new plastered surfaces and applying two coats of cement base paint on walls complete all as specified and directed by Engineer-in-charge.

M & L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 360 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed by Engineer-in-charge.

M&L 75mm thick plain cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in Sub base complete all as specified and directed.

M&L for 20 - 25 mm thick cement concrete chequred tiles 30cm x 30 cm, machine pressed, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over 15 mm thick screed bed in CM 1:6 complete all as specified.

Sand filling under floors or in foundations including watering and consolidation

M&L for Machine pressed precast concrete interlocking paver block 80 mm thick (Factory made rubber moulded) with grey cement and pigment any shape and size conforming to IS 15658-2006 of 80 mm thick M-40 grade, complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block (Factory made rubber moulded) any shape and size conforming to IS 15658-2006 of 60 mm thick M-35 grade, complete all as specified and directed.

Demolition of precast concrete articles such as jafri wall , built in cement mortar all as specified and directed.

Providing precast cement concrete louvers and jallies 25mm thick (measures solid), 1:3:6 type C-0 using 12.5mm aggregate, including all moulding but excluding frame, fixed in cement mortar 1:4 complete, all as specified.

Demolition of cement concrete ( unreinforced) in ground floors and pavings n exe 15 cm thickness. ( below or above ground level) all as specified.

M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as foundation filling and mass concreate, complete all as specified and directed.

M & L for PCC 1:3:6, Type- C-2 (using 40mm graded crushed stone aggregate) as in surface channels & drains including necessary moulds/form work, complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete , using extra cement , including forms , moulds, mitred/ stopped ends etc. all as specified.

Demolition of cement concrete ( reinforced) in ground floors and pavings n exe 15 cm thickness. ( below or above ground level) all as specified.

M&L for TMT bars 10mm dia and over cut to length, bend to shape required including cranking, bending, spirally for hooping columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed.

Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, contilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough furnished surface of concrete complete flat, all as specified.

M&L for reinforced cement concrete (nominal mix M-25) in roof beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by engr-in-charge.

TMT steel bars 5 mm dia and over upto and including 10 mm dia in stirrups , spacers and binders cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed.

Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ 12,781.20 during AOC Note:- Tenderers shall not quote for this Schedule

M/S RAHUL GUPTA

NATIONAL TRADING COMPANY

SUBASH CHANDER SHARMA AND SONS

M/S KABIR CHOUDHARY

SUNIL KUMAR SANGEET KUMAR AND SONS