8601/E8

Amount

Demolition of cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed.

Demolition of cement concrete (reinforced) in any position of any description all as specified and directed.

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

Dismantling of wrought iron or mild steel work of any description not otherwise provided for all as specified and directed

Dismantling plain or corrugated steel sheeting any gauge thickness including nainital and similar pattern completed all as specified and directed.

Taking down chowkats or frames with shutter (without taking off shutters from the frame) area exceeding 1.5 sqm each but not exceeding 4 sqm all as specified and directed.

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

Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter all as specified and directed.

Use and waste formwork to faces of walls, retaining wall, abutments parapets and staircase railings and similar work including attached pillasters, butteresses etc vertical or to batter all as specified and directed

M&L reinforcement cement concrete M-25 (Design mix) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed

M&L for reinforcement cement concrete M-25 (Design mix) walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses all as specified and directed

M&L for precast cement concrete 1:3:6 type C1 using 20mm graded aggregate as in solid building blocks, exc. 10cm in width and setting in CM (1:4) all as specified and directed.

M&L rendering 15 mm thick in CM 1:4 on brick or concrete surface finished surfaces even and smooth without using extra cement all as specified and directed.

Supply only integral water proofing compound @ 3% by weight of cement as per manufacturers instructions.

M&L for applying two coats of flexible elastic water proofing & protection coating of 1.50mm to 2mm thick using 2 component cement base water proofing materials including cement slurry (PIDI FIN 2K M/S PIDILITE & BRUSH BOND- M/S FOSROC AS PER MANUFACTURERS INSTRUCTIONS all as specifed and directed.

M&L for preparation of new surfaces of wall of any description and applying three coats of white wash all as specified and as directed.

M&L mild steel TMT bars in reinforcement 10mm dia and over cut to length bent to shape required including cranking, binding spirally, hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified and directed.

M&L mild steel TMT bars in reinforcement 6 to 8 mm dia, cut to length, bent to shape required including cranking binding spirally, hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified and directed.

M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) 75 mm thick as in plinth protection all as specified and directed.

M&L for strairs (framed) of Fe-410 Gde E-250 quality A including stringers, treades, landing, balusters, hand rails etc including cleats brackets all as specified and directed.

S&F mild steel rolled sections as in roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle channel or flat sections) including distance pieces, cleats etc. ( Fe 410-W (Gde E-250) quality A) all as specified and directed.

S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates ( Fe 410-W (Gde E-250) quality A) all as specified and directed.

S&F plates (plain or chequered) channels. square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde- E- 250) quality- A all as specified and directed.

S&F mild steel bolts, purpose made, dia of bolt exc 11 but not exc 15 mm with hexagonal or square head one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 15 cm long but not exc. 22.5 cm long all as specified and directed.

S&F mild steel bolts, purpose made, dia of bolt exc 11 but not exc 15 mm with hexagonal or square head one end and screwed the other, or screw both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5 cm long but not exc. 10 cm long all as specified and directed.

S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping scrws all as specified and directed.

S&F for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.

S&F pressed steel frames for doors with one or more rebates (size of frame 105x60mm) including necessary fixing lugs, hinges, lock strike plate, etc., complete as specified and directed

S&F 30 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides all as specified and directed

S&F butt hinges medium weight cold rolled mild steel 100 mm all as specified and directed.

S&F Aluminium anodised barrel tower bolt, of extruded section and fixed of 150 mm long all as specified and directed.

S&F 300 mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy all as specified and directed.

S&F extruded aluminium alloy handles fabricated type, anodised 150 mm long all as specified and directed

S&F expanded metal weight not exc. 4 Kg/sqm cut to length bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm dia or fixing with galvanised steel staples to wood or steel members all as specified and directed.

M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint on roof over a coat of red oxide primer all as per specified and directed.

M&L for preparation of new wooden surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer all as specifed and directed.

M&L Non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tiles exc 0.06 sqm but not exc. 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15 mm thick laying floor finishes in CM 1:6 all as specified and directed.

M&L glazed ceramic tiles coloured 350 x 250mm/450 x 350mm x 8 to 10 mm thick in wall/dado etc. set & jointed in neat cement slurry & pointed in white or coloured cement to match fixed over rendering coat of 10 mm thick in CM 1:6 on stone masonry surfaces or surfaces other than fair face of brick work/ concrete surfaces all as specified and directed.

M&L prepolished chequered cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed in neat cement slurry in floor with grey cement and pigment and including laid over screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in cement mortor 1:6 all as specified and directed.

ms triveni nirman