PROVN OF STORAGE SHED FOR LPG CYLINDER AND TECH EQPT STORE ,STORAGE ACCN SEPTIK TANK BLDG NO T52 AND SPL REPAIRS TO HARD STANDING IN MT AREA AT URI UNDER GE 969 EWS.

Amount

M&L for surface dressing n.exc 15cm deep. Complete all as specified and directed by Engineer-In-Charge.

M&L for surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil. Complete all as specified and directed by Engineer-In-Charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing from site, Complete all as specified and directed by Engineer-In-Charge.

Excavation in trenches in soft/loose soil n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation,shafts,pier hole, etc. not exc. 10 sqm on plan and getting out soft/loose soil, Complete all as specified and directed by Engineer-In-Charge.

Excavation in trenches n'exc 1.5 m wide and n' exc 1.50 m deep for foundation etc or for shafts wells cesspits man hole pier holes etc n'exc 10 sqm on plan area and not exc 1.5 m depth and getting out hard /dense soil. Complete all as specified and directed by Engineer-In-Charge.

Returning filling , including, spreading, levelling and well ramming in layers n.exc 25cm. Complete all as specified and directed by Engineer-In-Charge.

Removing excavated material (soil) exc 250 m but n.exc 500 m and depositing where directed. Complete all as specified and directed by Engineer-In-Charge.

M&L for earth filling under floors , including, spreading, levelling, well ramming and watering in layers n.exc 25cm Complete all as specified and directed by Engineer-In-Charge.

M&L for PCC 1:4:8 type B1 using (20mm graded crushed aggregate) as in subbase and in foundation concrete. Complete all as specified and directed by Engineer-In-Charge.

M&L for PCC 1:5:10, type E-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling, sub base and mass concrete, Complete all as specified and directed by Engineer-In-Charge.

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade in different colours, laid over and including 25mm thick sand cushioning and joints filled with fine sand, Complete all as specified and directed by Engineer-In-Charge.

M & L for brickwork with subclass `B` straight or curved on plan n.exc 6m mean radius built in CM 1:6. Complete all as specified and directed by Engineer-In-Charge.

M&L for formwork to sides of concrete as in footing, plinth band, lintel band etc. Complete all as specified and directed by Engineer-In-Charge.

M&L for formwork to sides of concrete as in columns. Complete all as specified and directed by Engineer-In-Charge.

M&L for formwork to edges of concrete flats, treads, floor and roofs n.exc 20cm wide. Complete all as specified and directed by Engineer-In-Charge.

M & L for formwork to sides of roofs beams of rough finished flat surfaces of concrete etc. Complete all as specified and directed by Engineer-In-Charge.

M&L for formwork to soffits of suspended slabs such as roof slab n.exc 200mm thick. Complete all as specified and directed by Engineer-In-Charge.

M&L for reinforcement cement concrete Type M-25 (20mm graded crushed aggregate) as in footing, plinth band. Complete all as specified and directed by Engineer-In-Charge.

M & L for reinforcement cement concrete (1:1.5:3) Nominal Mix (20mm graded crushed aggregate) as in , columns. Complete all as specified and directed by Engineer-In-Charge.

M&L for reinforcement cement concrete (1:1.5:3) Nominal Mix (20mm graded crushed aggregate) as in, beams & lintels. Complete all as specified and directed by Engineer-In-Charge.

M&L for reinforcement cement concrete (1:1.5:3) Nominal Mix (20mm graded crushed aggregate) as in slabs, chajjas supported on walls. Complete all as specified and directed by Engineer-In-Charge.

S&F mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumns,hooking ends and binding with and including mild steel wire (annealaed) not less than 0.9mm dia or securing with clips quality conforming to Fe-310-0 or Fe-410-0 incl drilling to cement concrete surface for fixing of reinforcement in position. Complete all as specified and directed by Engineer-In-Charge.

All as per item no. 22 above item but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. Complete all as specified and directed by Engineer-In-Charge.

M&L for rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces using water proofing compound in cement mortar (1:4) finished even and smooth without using extra cement. Complete all as specified and directed by Engineer-In-Charge. Note: WPC will be measured and paid separately.

M&L for rendering 15mm thick cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement. Complete all as specified and directed by Engineer-In-Charge.

Supply only liquid water proofing compound. Make : BOSTIKE 2/DR FIXIT/PIDILITE.

M&L for preparation of new plastered surface and applying two coats of cement base paint incl one coat of alkali resistant primer. Complete all as specified and directed by Engineer-In-Charge.

M&L for preparation of new plastered surface and applying three coats of white wash. Complete all as specified and directed by Engineer-In-Charge.

S&F rolled mild steel of grade Fe -410-W(Grade E-250), quality "A" 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. Complete all as specified and directed by Engineer-In-Charge.

S&F wind ties for roof including all as necessary drilling, bolting etc conforming to Fe-290-0 or Gde E-165 including two coat of synthetic enamel paint. Complete all as specified and directed by Engineer-In-Charge.

Supply and fixing, 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. Complete all as specified and directed by Engineer-In-Charge.

All as per item No 31 above but using plain steel sheet as in ridge etc. Complete all as specified and directed by Engineer-In-Charge.

M&L for hard core of broken stone or boulders of gauge n.exc.63mm deposited,spread,levelled in layers n.exc.15cm thickness,watered and rammed to a true surface. Complete all as specified and directed by Engineer-In-Charge.

M&L for PCC 100mm thick type D-2, 1:4:8 (40mm graded aggregate) as in sub base. Complete all as specified and directed by Engineer-In-Charge.

M&L for 150mm thick Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub base of floors and pavings. 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 400 kg of cement per cubic metre, thickness of concrete 25 cm or less and finishing the surface with brooming incl spike rolling,Complete all as specified and directed by Engineer-In-Charge.

M&L for forming 12mm thick expansion joints filled with pre-formed bituminous fillers and top 30mm primed and sealed with sealing compound grade `A' of 100mm thickness of slab/floor. Complete all as specified and directed by Engineer-In-Charge.

M&L for forming contraction (dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade `A'. Complete all as specified and directed by Engineer-In-Charge.

M&L for moorum filling in road side berms not exc 15 cm thick spread levelled and rammed incl watering. Complete all as specified and directed by Engineer-In-Charge.

M&L for 100mm thick cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in floor etc using metalic floor hardner @ 5% by weight of cement. Complete all as specified and directed by Engineer-In-Charge. Note : Metalic floor hardner will be measured and paid separately.

Supply only metalic floor hardner. Complete all as specified and directed by Engineer-In-Charge.

M&L for RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in man hole cover slab. Complete all as specified and directed by Engineer-In-Charge.

S&F aluminium dividing strips, 1.5mm thick and 38mm wide. Complete all as specified and directed by Engineer-In-Charge.

M&L for plain cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate, 100mm thick, floors, paths etc, finishing even and smooth without using extra cement , spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green. Complete all as specified and directed by Engineer-In-Charge.

M&L for machine cut kota stone slab flooring 15-20mm thick over cement screed bed or bedding layer of cement mortar 1:6, 15mm thick for laying floor finishes, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Complete all as specified and directed by Engineer-In-Charge.

S&F 2nd class soft wood plain soild,straight chowkats and frame wrought,framed rebated on soild,rounded or chamfered,put together with pinned at joints. Complete all as specified and directed by Engineer-In-Charge.

S&F 35 mm thick ,plain,framed,pannelled shutters(any number of pannel),with pannel of timber flat on both sides (feather edged),or of veneered particle board medium density, wood particle board with commercial face venner; supplied and fitted to chowkats, Complete all as specified and directed by Engineer-In-Charge.

S&F 30mm thick 2nd class hard wood glazed & skeleton window shutter open rebated and prepared to receive glass or wire mesh gauge etc (without sash bars) edges of framings plain, chamfered or rounded, fitted with cut and mitred beads for securiny glass etc size of members of shutters as spd in SSR Part-II. Complete all as specified and directed by Engineer-In-Charge.

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

S&F 75mm size MS butt hinges medium weight cold rolled Complete all as specified and directed by Engineer-In-Charge.

S&F 150mm long MS barrel tower bolts stove enamelled black with bright bolt. Complete all as specified and directed by Engineer-In-Charge.

S&F 100mm long MS barrel tower bolts stove enamelled black with bright bolt. Complete all as specified and directed by Engineer-In-Charge.

S&F 150mm long Mild steel pressed handles, oval type, stove enamelled black. Complete all as specified and directed by Engineer-In-Charge.

S&F 100mm long Mild steel pressed handles, oval type, stove enamelled black. Complete all as specified and directed by Engineer-In-Charge.

S&F 300 mm long Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed. Complete all as specified and directed by Engineer-In-Charge.

S&F 100mm length aluminium anodised barrel tower bolts of extruded section. Complete all as specified and directed by Engineer-In-Charge.

S&F 100mm length aluminium anodised handle cast type Complete all as specified and directed by Engineer-In-Charge.

S&F 3.00mm thick sheet glass ordinary quality and glazing with oil putty or with wooden beads n.exc 0.5 sqm in each pane). Complete all as specified and directed by Engineer-In-Charge.

S&F framed work such as grills gratings etc with end of bars shoulderd and or riveted or forged in to spikes framed guard bars, barred iron doors etc and similar work concorming to Fe-290 Gde E-165. Complete all as specified and directed by Engineer-In-Charge.

M&L for 12mm thick perforated particle board , 60x60 cm in size, fixed on Anodised aluminium snap grid frame work for false ceiling all as specified including Hangers 4 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof by means of expansion hold fasteners 12.5mm dia. 40mm long. Complete all as specified and directed by Engineer-In-Charge.

M&L for plain cement concrete (1:2:4) type B-0, using 12.5mm graded crushed stone aggregate as in benching, bed plates, coping and like, including use and waste necessary form work, Complete all as specified and directed by Engineer-In-Charge.

M&L for 75mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in plinth protection and similar works including finishing the surface of concrete topping even & fair, without using extra cement. Complete all as specified and directed by Engineer-In-Charge.

S&F steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type thickness of laths 1.25 mm, Complete all as specified and directed by Engineer-In-Charge.

M&L for preparation of new or previously untreated surface of wood of any description not otherwise described over 10 cm width or grith two coats of synthetic enamel paint over a coat of of red oxide primer. Complete all as specified and directed by Engineer-In-Charge.

M&L for preparation of new steel surface , not otherwise described over 10 cm width or grith two coats of synthetic enamel paint over a coat of of red oxide primer. Complete all as specified and directed by Engineer-In-Charge.

M&L for on site LLDPE septic tank for 25 users designed to carry sewage and sludge water, including excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc, Complete all as specified and as per manufacturer instructions or directed by Engineer-In-Charge.

M&L for 150 mm bore reinforced concrete pipes, class NP3, laid and jointed with collars. Complete all as specified and directed by Engineer-In-Charge.

M&L for plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in concrete bed to drain pipes 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested. Complete all as specified and directed by Engineer-In-Charge.

m/s mohd rafiq lone

M/S Khan Hussain & Co.