GE(U)/CHM-35/2022-23 PROVN OF COVERED SHEDS STORAGE CUM SHELTER ROOM WASHING PLATFORM SOAKAGE PIT AND CERTAIN OTHER REVENUE / MINOR WORKS AT CH (WC) UNDER GE (U) CHANDIMANDIR

Amount

Excavating over areas, not exceeding 1.5m in depth for foundations and getting out in hard / dense soil all as specified and directed by Engineer - in - Charge.

All as per Srl item No. 01 here in before but exceeding 1.5m and not exceeding 3m in depth all as specified and directed by Engineer - in – Charge.

All as per Srl item No. 01 here in before but exceeding 3m and not exceeding 4.50m in depth all as specified and directed by Engineer - in - Charge.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or manholes, cesspits, pipes and cables etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers of soft / loose soil not exceeding 25cm thick all as specified and directed by Engineer - in - Charge.

Removal of excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed by Engineer - in - Charge.

M & L for broken bricks hard core of gauge not exceeding 63mm, deposited, spread levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed by Engineer - in - Charge.

M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete and sub base all as specified and directed by Engineer - in - Charge

M&L Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge.

M&L Cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge.

M&L Cement concrete 1:3:6 type C–1 using 20mm graded crushed stone aggregate as in surface channels and drains etc all as specified and directed by Engineer - in - Charge.

M & L pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in landing, chajjas, shelves, cover slabs and similar articles of any thickness, size or shape including necessary from work, finishing the concrete surfaces fair and even in cement mortar and setting in cement Mortar 1:4 complete all as specified and directed by Engineer - in - Charge.

M & L RCC 1:2:4, (nominal mix), type B-1 using 20mm graded stone aggregate as in foundation including raft, footings, foundation beams and the like complete all as specified and directed by Engineer - in - Charge.

M & L RCC 1:2:4, (nominal mix), type B-1 using 20mm graded stone aggregates for slabs supported on walls, beams, columns and in shelves, the like all as specified and directed by Engineer - in - Charge .

M & L RCC 1:2:4, (nominal mix), type B-1, using 20mm graded aggregates as in columns, pillars, piers, posts and struts all as specified and directed by Engineer - in - Charge.

M&L Brick work with sub class 'B' old size burnt bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 all as specified and directed by Engineer - in - Charge .

M & L brick work with sub class ‘B’ old size burnt bricks straight or curved on plan exceeding 6.0m mean radius built in cement mortar 1:4 all as specified and directed by Engineer – in – Charge.

M & L 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 15mm thick cement mortar 1:4 all as specified and directed by Engineer - in - Charge .

M & L form work 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 for flat rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.

M & L form work 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 for curved rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge.

M & L form work to soffits of suspended slabs such as roof slab and similar work not exceeding 200mm thick for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge .

M & L form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete all as specified and directed by Engineer - in - Charge.

S & F MS butt hinges, medium weight cold rolled 100mm size all as specified and directed by Engineer - in - Charge .

S & F extruded aluminium alloy handles fabricated type, anodised 150mm size all as specified and directed by Engineer - in - Charge .

S & F aluminium mortice lock with four levers vertical type, size 75mm with necessary screws etc complete all as specified and directed by Engineer - in - Charge.

S & F floor door stopper 140mm of aluminium alloy body and tongue anodized with hard drawn steel spring fixed in floor all as specified and directed by Engineer - in - Charge.

S&F door closer hydraulically regulated, aluminium (extruded section) body, designation No. 3, universal type suitable for door shutter upto 1000mm in width and of weight 61 to 80 kg complete all as specified and as directed by Engineer-in-Charge.

S & F framed work such as grills, grating, etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work for water tanks and similar work conforming to Fe-290 Gde E-165 all as specified and directed by Engineer - in - Charge.

S & F mild steel, 1mm thick, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed scews, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles etc as required complete all as specified and as directed by Engineer in Charge.

M & L mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge .

M & L mild steel TMT bars 8mm dia cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed by Engineer - in - Charge .

All as per Srl item No. 31 here in before but 5mm and over for as in stirrups, spacers and binders all as specified and directed by Engineer - in - Charge.

M&L rolled mild steel plates (Plain or chequered) Fe 410-W (Gde E- 250 ), quality-A, channels, square cut or notched (ordinary and counter sunk) forming holes without any attachment complete all as specified and as directed by Engineer-in-Charge.

S & F mild steel as in framed work as in doors or gates of angles or other section with gusset plates, rails, braces etc. complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive for steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer - in - Charge.

S & F steel work in tubular trusses and posts etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 (grade st-240) all as specified and directed by Engineer - in - Charge.

S&F anodized aluminium frame with Powder Coating (minimum thickness of powder coating 50 micron) for doors, windows, ventilators, partitions etc., with one or more rebates including joining cleat for fixing etc complete all as specified and as directed by Engineer-in-Charge.

Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and all as specified and as directed by Engineer-in-Charge.

S & F anodized aluminium snap grid frame work for false ceiling size of grid 605 x 605mm all as specified and directed by Engineer - in - Charge.

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

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

M & L perforated particle board / tiles 12mm thick for insulation and acoustic purpose 60 x 60cm size fixed with screw to aluminium frame work or staples on snap grid in ceiling complete all as specified and directed by Engineer - in - Charge.

M & L pre-laminated particle board, 9mm thick interior grade, pre-laminated both sides with decorative choice laminations, fixed with screws to timber frame work complete all as specified and directed by Engineer - in - Charge.

M & L for 100mm thick cement concrete type D-2 (1:4:8) using 40mm graded stone aggregate as in sub floors, sub bases etc all as specified and directed by Engineer - in - Charge.

M & L for glazed ceramic coloured tiles 7mm thick 300 x 450mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over and including 10mm thick cement sand plaster (1:3) complete all as specified and directed by Engineer - in - Charge.

M & L vitrified ceramic light shade coloured tiles with matt finish, 10 mm thick ( square/ rectangular ) polished, area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement paste pigmented to tile shade over and including 15mm thick cement and sand screed (1:4) complete all as specified and directed by Engineer - in - Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer - in - Charge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.all as specified and directed by Engineer - in - Charge.

M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even & fair without using extra cement all as specified and directed by Engineer - in - Charge .

M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:3 finished even & smooth without using extra cement all as specified and directed by Engineer - in - Charge .

Taking down cement plaster/ terrazo finish on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified and directed by Engineer - in - Charge.

M&L plastic emulsion paint two coats over a coat of primer including preparation of surfaces by removal of existing treatment and applying wall putty over plastered or unplastered or concrete surfaces complete all as specified and as directed by Engineer-in-Charge.

M & L applying two coat of cement base paint on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer - in – Charge

M & L providing two coats of synthetic enamel paint and a coat of red oxide primer on new steel surfaces including preparation of surface of any description over 10 cm width or girth all as specified and directed by Engineer - in - Charge .

M&L Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipe including packing under and haunching against the sides of pipes 300mm dia (internal) after these are laid in trenches all as specified and directed by Engineer - in - Charge.

Reinforced concrete pipes 300mm bore class NP- 2, laid and jointed complete with collars, all as specified and directed by Engineer - in - Charge.

Demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge .

MS GURENDER SINGH

M/S Hari Om Construction

B S FURNITURE

M/S CHOPRA & COMPANY

M/S Trilok chand sharma

Anil jindal and sons

RADHA ENTERPRISES

BRIJ CONSTRUCTIONS

Arsh Builder

M/s Parmod Kumar