Execution of various balance works for completion of Double Storey Control Room Building cum SBA Quarters at Grid Substation LJHP Baramulla

Amount

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. Quantity as per plaster item of the control room building (Item No 13.88.2 of SSR-2020)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete size of tiles 600x600 mm Quantity= Control Room=36.25*29.50=1069.38 Sft Gallery in G. Floor=22*5=110 Sft Common Room=11*15=165 Sft Gallery in 1st Floor=30*5+9*18.5=316.50 sft Verandah on front side of common room=17*13=221 Sft Total Qtty=1881.87 Sft Deductions Cable trench=2*11.5*5+29.5*5=262.5 sft Net Qtty=1619.37 Sft or 150.50 Sqm (Item No 11.52 of SSR-2020)

Tile work in skirting, risers of steps and dado (upto 2m height) over 12 mm thick bed of cement mortar 1:3 ( 1cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Quantity= =2*(29.5+36.25)+2*(22+5)+2*(11+15)+2*(30+5)+2*(9+18.5)= 362.50 sft or 33.70 Sqm (Item No 11.32 of SSR-2020)

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc.including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. (item No 10.28 of SSR-2020)

Providing and fixing glass panes with putty and glazing clips in doors, windows, clerestory windows, all complete with 4.0mm thick glass panes incl. cost of wooden beeding (Item No 10.30 SSR-2020)

Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete (Cornice Work)

Earthwork in excavation by manual means in trenchs for foundations , drains , pipes , cables etc ( exceeding 1.5 m in width ) and for shafts , wells ,cesspits and the like not exceeding 10 sqm on plan , depth upto 1m from cutting edge ,disposed earth to be levelled and neatly dressed in . All kinds of soil Water Sump=8*8*6=384 Cft or 10.87 Say 11.00 Cum

Providing and laying of Soling stone Water Sump=8*8*0.5=32 Cft or 0.91 Say 1.00 Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level in 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size). Crushed. Water Sump=8*8*0.34=21.76 Cft or 0.62 Cum

Reinforced cement concrete work in walls( any thickness), including attached piliasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size). Crushed. Qty: Water sump Bed Raft=8*8*1.50=96.0 Cft Side walls=2*(8+6.5)*6*0.75=130.5 Top Slab=8*8*0.50=32.0 Cft Total Qtty=258.50 Cft or 7.32 Cum

Reinforcement for RCC works including straightening, cutting , bending, placing in position and binding all complete. Thermo-mechanically treated bars Qty:

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. Qtty=(4*8*6)+(8*8)=256 Sft or 23.80 Say 24.0 Sqm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (Rectangular tanker)

Carraige of materials from source of supply to site of work by mechanical transport

Sand with a lead of avg 30km

Crusher Aggregate with a lead of avg 10 km

Solng Stone with a lead of avg 30 km

M/s EMM AND CO

ABDUL MUSSAWIR BANDAY