CWE/P-48/2022-23

Amount

Construcution of septic tank in hard/dense soil, foundation in PCC 1:2:4, brick work in CM 1:4 with RCC cover slab including RCC precast manhole cover having all around /fibre reinforced cover with angle iron frame vent shaft and sludge chamber etc. complete for 30 user complete all as per Drawing No CEPZ/ C-TD/ 013/ 13 all as specified and directed by engr-in-charge.

Construcution of Soakage well excavation in hard/dense soil ,foundation in PCC 1:3:6 walls of honeycombed and solid, M-25 concrete including intercepting chamber, screen chamber brick work in CM RCC M-25, cover slab filled with brick bats complete of size Dia 3.0 M X 3.0 M deep complete as per Drawing No CEPZ/ C-TD/ 013/ 13 and all as specified and directed by engr-in-charge..

Excavating in trenches not exc 1.5m wide and exc 1.5 m but not exc 3.0 m in depth for fdn etc , for laying of drain pipes etc & for manhole etc, not exc 10 Sqm on plan and getting out in hard/dense soil.

S&F 300mm internal dia, NP-3 Reinforced pipe, laid and jointed with collars laid in trenches and jointed with cement joints all as specified complete all as directed by Engineer -in- charge.

M & L concrete bed to drain pipes of 300 mm bore incl packing under and haunching against the sides of pipes with concrete, after they are laid in cement concrete 1:3:6 type C2 and testing including necessary form work all as specified complete all as directed by Engineer -in- charge.

Returning, Filling in soil including spreading, leveling, watering and well ramming in layers not exc 25cm all as specified complete all as directed by Engineer -in- charge.

Removal of excavated surplus soil out side of MOD land

M & L for brick work with sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius built in cm 1:6. complete all as directed.

Rendering 15 mm thick on brick work or concrete surface in cm 1:4 and finishing the surface even and smooth with using. extra cement complete all as directed.

PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate in foundation of manholes complete all as directed.

M&L for RCC 1:2:4 type ‘B1’ (using 20mm graded stone aggregate) in precast manhole cover and cover slab for septic tanks and including necessary forms and moulds etc and set in cement mortar 1:6 complete all as specified.

M&L steel TMT deformed twisted bar of any dia, cut to length, bent to shape required, including cranking, hooking for ends and binding with and including mild steel wire (annealed ) not less than 0.9mm dia complete all as specified.

Surface dressing in soft/ loose soil n exc. 15cm deep and getting out. all as specified and directed.

M& L for filling of red bajari/ Moorum under Road, pavement, spreading, levelling in layers n.exc 15cm thick each incld watering & well ramming and rolling using power roller 8 to 12 tonne and consolidation to formation true surface including watering, filling in depression which occur during rolling, all as specified and directed by Engineer -in- charge.

M& L 200 mm Soling (or sub base) with broken boulder or quarried stone, inter stices filled,surface formed and roilled with 8 to 10 tonne road roller and consolidation to required gradient and camber complete all as specified and directed by engr-in-charge.

M&L Hardcore of gauge n exc. 63mm, broken stone or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified.

M&L for 75 mm thick cement concrete type C-2, 1:3:6 (40 mm graded crushed stone aggregate) as in floor all as specified complete all as directed by Engineer -in- charge.

M&L for Sand filling/laying under floors or in foundations including watering and consolidation all as specified complete all as directed by Engineer -in- charge.

M&L for Machine pressed precast concrete interlocking paver block of any colour and any shape with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade all as specified complete all as directed by Engineer -in- charge..

M&L for Machine pressed precast concrete interlocking paver block of any colour and any shape with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60 mm thickness M-40 Grade complete all as specified.

M& L Cement concretetype B-2, 1:2:4 (12.5 mm graded crushed stone aggregate) in coping/benching and the like including weathering slightly rounded or chamfered angles as directed including form work and finishig all exposed surfacesall as specified complete all as directed by Engineer -in- charge.

Demolition of concrete (reinforced) of any description and any postion filled materials including reinforcment and excavation below the groundlevel and removing from site to a distance n.exc 500 Mtr all as specified complete all as directed by Engineer -in- charge.

M& L Reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone agggregate as in Foundation beam, plinth beam base for columns etc all as specified complete all as directed by Engineer -in- charge.

M& L Reinforced cement concrete M-25 (Design mix) using 20 mm graded crushed stone agggregate as in columns , pillars , posts etc all as specified complete all as directed by Engineer -in- charge.

M& L Reinforced cement concrete M-25 Design mix) using 20 mm gradd crushed stone agggregate as in beams, cantilevers, bressummers, lintel over 1.5 m span all as specified complete all as directed by Engineer -in- charge.

M& L Form work to sides of concrete fdn footing base of columns and raft beams sides and soffits (if any) of plinth beams.

M& L Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete.

M& L Form work to sides and soffits of floor or roof beams, beam , lintels, cantilevers, shelves etc with rough finished.

M& L TMT bars 8 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders

M & L for mild steel framed work as door and gates etc as per sample of angle or other section with gusset plates, rails, braces, MS Sheet etc, complete, drilled for fixing of steel sheeting or other covering , doors etc to be prepared for hanging or sliding with and including either hookes and hinges or steel hanging fittings and hanging conforming to Fe 410 W (Gde - E-250) quality 'A' all as per drawing approved by Engr-in-charge or angle iron steel work as in roof trusses ( framed , purlins ) or any other type of Iron steel work required at site including dismantling etc all as specified complete all as directed by Engineer -in- charge.

M & L Granite (Z Black type) 18-20 mm thick machine cut, in vertical / horizontal surfaces of wall bedded and jointed with grey cement slurry and pointed with white cement with admixure of pigment to match the shade of granite stone including grinding and polishing over screed bed or bedding layers of mortars 15 mm thick in CM 1:3all as specified complete all as directed by Engineer -in- charge.

M&L for preparation of new or previously untreated steel or iron surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red-oxide primer all as specified complete all as directed by Engineer -in- charge.

M&L for 600 mm bore NP-3 Reinforced concrete pipe with collar laid in position all connection, fixing with existing pipe, leveling complete.

M&L for Stainless Steel 3D letters of size 450 x 50 x 50 mm of grade 304 using high grade steel (rustproof) used for outdoor purpose fixing with S/S screw to granite surface complete all as specified and directed. .

Excavating over areas, n exc 1.5 m deep and getting out hard dense soil all as specified and directed.

Rolling and consolidation to formation surface in cutting or in embankment using power roller 8 to 12 tonne including watering, filling in depression which occur during rolling, complete all as specified.

Taking down cement plaster on brick walls or stone walls any descrition etc including raking out joints, hacking for key, scrubbing down with water etc all as specified and directed.

M&L Rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed

M&L Rendering 10mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement complete all as spd and directed.

Rendering 05 mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:3) as in ceiling finished even and fair without using extra cement all as specified complete all as directed by Engineer -in- charge.

M&L for rendering or plastering work 10mm thick in CM 1:3 in fascia / edging / ceiling of Chajjas, roof projections etc, including taking out peeled off plaster / concrete and making the line in true shape and finishing the surface without using extra cement. complete all as spd and directed.

M&L Preparing new surfaces, plastered or unplastered of walll/facia/chajjas etc and applying two coats of weather proof exterior emulsion paint over a coat of primer on walls, complete all as specified and as directed.

M&L Preparing old surfaces, plastered or unplastered of walll/facia/chajjas etc and applying one coats of weather proof exterior emulsion paint (over a coat of primer on walls where required), complete all as specified and as directed.

M&L for Preparation of new plastered surface of wall and making the surface smooth and two coats of cement based paint over a coat of primer of new surfaces complete all as specified and directed.

M&L for Preparation of Old plastered surface of wall and making the surface smooth and one coats of cement based paint over a coat of primer of new surfaces complete all as specified and directed.

M&L for Preparation of New plastered surface of wall by applying 1mm thick wall care putty and making the surface smooth and two coats of distemper oil emulsion over a coat of primer of new surfaces complete all as specified and directed.

M&L for Preparation of Old plastered surface of wall by applying one coats of distemper oil emulsion complete all as specified and directed.

M&L for three coats of white wash on surface of ceiling including preparation of new plastered surface complete all as spd and directed.

M & L preparation of Old wood or wood based surfaces of any description over 10 cm width or girth and applying one coats of synthetic enamel paint complete all as specified and directed. .

M & L preparation of Old Plastered surfaces of any description over 10 cm width or girth and applying one coats of synthetic enamel paint complete all as specified and directed. .

M&L Preparing old surfaces, plastered or unplastered of walll etc and applying one coats of weather proof exterior emulsion paint (over a coat of primer on walls where required), complete all as specified and as directed.

M&L Premium quality glazed ceramic coloured tiles in vertical surface 400x300x6-7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match incl rendering 10mm thick in CM (1:4) and finished rough, incl dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing removing serviceable tiles from site and rubbish off the premises complete all as specified and directed by Engineer -in- charge.

M&L 20mm thick cement plaster in cement mortar 1:4 on concrete surface finished even and smooth using WPC liquid of make Dr. Fixit or STP as per manufacturer instruction @ 0.200 ltr in 50 Kg of cement complete all as specified and directed by Engineer -in- charge.

Supply of Water Proofing Compound liquid of make Dr. Fixit or STP

APP modified roof treatment over existing non-accessible RCC roof slab / chajjah / canopy / parapet wall to be executed through approved applicator of the membrane manufacturer with following specification etc complete all as specified and directed :- (a) Cleaning existing surface properly. (b) Applying oil bound bitumen primer @ 0.30 liter/Sqm manufacture by the same agency as that of APP with a density 0.87-0.89 Kg per liter at 25 degree centigrade on prepared surface. (c) Laying not less than 3.0mm thick APP modified water proofing membrane weighing not less than 3.60 Kg/Sqm reinforced with non woven polyster fiber weight not less than 160gsm/Sqm using butane torch by torch application with 10cm side laps and 15cm end lap. Laying of membrane. (d) APP membrane shall be laid using butane torch by Torch application with minimum 10cm side overlap and 15cm end lap.(e) Top of membrane shall be provide with solar reflective bituminous aluminum paint @ 0.1 Kg/Sqm as prescribed by manufacture of membrane.

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed.

Demolition of PCC in ground floor and paving nexe 15 cm thickness including tiles (Above or below ground level) and removing all the demolished material outside cantt area complete all as specified and directed by Engineer -in- charge.

Demolition of brick work built in cement mortar including all quoin, arches pillars but excluding ashlar facing dressed stone work and precast concrete article complete all as specified and directed by Engineer -in- charge.

Brick work with old size bricks having crushing strength not less than 100 kg/sqcm straight of curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer -in- charge.

S&F in position suspended false ceiling system using E-grid suspended ceiling grid system. The size of grid shall be 600 x 600mm with GI frame work main runner 38 x 24mm cross tee 25 x 24mm and wall angle 24x24mm, using 8 mm thick ceiling panel laminated with PVC film on front face and foil back availavel in due drop texture as per IS-2095, part-I-1996, fixid in the grid of E-grid suspended ceiling grid system duly suspended by 4mm dia GI bar hanger from the purlins of the roof with butter fly clips complete all as specified and directed by Engineer -in- charge.

S& F Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and as directed by Engr-in-Charge and approved by GE

Supply and fixing 5.5 mm thick (minimum) glass sheet ordinary quality frosted and glazed in squares not exc 0.5 Sqm in each pane.

S & F Solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing

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

S&F 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 as specified

S& F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engineer -in- charge.

M&L for Water-Based Polyurethane flooring used for PU Comfort Floors, also known as cushioned floors made up of layers to produce a seamless flooring solution. The cushioned element of the floor is made up of around 2mm of either a rubber matt of a liquid poured cork as applied by certified applicator of ISO certified Manufactures complete all as specified and directed by Engineer -in- charge.

S&F pressed steel frame (factory made) out of MS sheet 1.25mm thick of size 125x60mm for doors/windows with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc including filling of concrete 1:3:6 type C-0 (12.50 mm graded aggregate) back of chowkhats complete all as specified and directed by Engineer -in- charge.

35mm thick, 2nd class hard wood plain framed, panelled (factory made) shutters (two panel only) with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board with commercial veneering on both faces, The size of rail and stile as per IS-1003 (Part-I) (Larger size to be provided) kiln seasoned and chemically pressure treated fitted to chowkats all as specified and directed

2nd class hard wood 35mm thick glazed and skeleton door shutters, open rebated and prepared to receive glass or gauge etc with rounded, chamfered or mitred sash bars edges of framing plain chamfered or rounded fitted with cut and mitred beads and fitted to chowkats for securing glass/gauge, size of stiles rails and other parts as per clause 8.20 (a) of SSR Part-I 1991 (Larger size to be provided) complete all as specified and directed

M & L preparation of new wood or wood based surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer -in- charge.

S & F for stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.18 mm fixed with stainless steel wire staples all as specified & directed.

S&F 100 mm long Butt hinges, medium weight, cold rolled mild steel, and fixed

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

S&F for aluminium anodized barrel tower bolts 200 mm of extruded section , ISI marked all as specifeied

S&F 150 mm size aluminium alloy handles, febricated type extruded section, ISI marked all as specified.

S&F 300 mm MS Rat tail door spring for door closer,complete all as specified and directed

S&F Steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay, complete with glazing bars dovetailed or welded complete all as specified and directed

Ms International Engineers

yash paul gupta

M/S S KUMAR & CO

M/S DUGGAL CONSTRUCTION CO

M/S SURINDER KUMAR MAHAJAN

M/S Ajay Kumar Mahajan

Paramjit Singh and Co