FOR EXECUTION OF CIVIL WORK UNDER SR TO PROVIDING PATHWAY AND SHED TO ROCK EDICT AT ASHOKAN ROCK EDICT, DELHI

Amount

Civil Work

Demolishing R.C.C work Manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on Plan) including getting out and disposal of excavated earth lead up to 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.6.1 All kind of soil.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5m 2.28.1 All kind of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level : 4.1.5 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20mm nominal size

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and up to floor five level 7.8.1 masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

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 & 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 propose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Design Supply & installation of Suspended spider glazing system designed to withstand the wind pressure as per IS 875 (Part-III) The Suspended System held with spider fittings of SS-316 grade steel of approved manufacture with glass panel having 12mm thick clear toughened glass held together with SS-316 Grade Stainless steel spider & bolt assembly with laminated glass fins 21mm thick. The Glass fins and glass panel assembly shall be connected to slab/beams by means of SS-316 grade stainless steel brackets & anchor bolts and at the bottom using SS Channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make. Telfon/nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8mm ) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T & P, scaffolding, other incidental charges including wastage, enabling temporary services all fittings fixers nut bolts, washer, buffer plates, fastener, anchors, SS Channel laminated glass etc all complete for the purpose of payment actual elevation area of glazing including thickness of joints and the portion of Glass panel inside the SS Channel shall be Measured.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. Upto floor five level, excluding the cost of centring, shuttering and finishing : 4.2.3 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20mm nominal size

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia & length (hold fast lugs or dash fastener shall be paid for separately) 9.1.2 sal wood.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and Manufacture.

Providing design, patterning, cutting, welding. Fabric uses FR 900 mehatop N-. Make mehgies fabric. Technical specification nanopolymered fluorinated lacquer, Multi- composed PVDF – lacquer system on both side. Protected against microbar and fungal attack, UV – protected, low-wick, titanium dioxide (Tio2) front side primer, burning behaviour BS 7837, California total weight 900 gsm tensile strength warp/weft 4300/4200 n/50mm, tear strength, wrap/weft N cold resistance -40 degree centigrade, high temperature +70 degrees /c , yarn count 1100 dtex, weaves p2/2 warranty20 years as per membrane back to back as provide by fabric manufacture This should also include 12mm GI wire cables, plates swage stud, shackles, turnbuckle 304 for tensioning material in complete including rate scaffolding transportation at site as per direction of engineer-in-charge

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 9.3.1 Sal wood

Ply wood 7 ply, 9 mm thick 9.7.4.1 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type For false ceiling

SINGH BROTHERS

Connect Fittings Private Limited

AKSHIT BUILDERS