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6 SCHOOL OF PLANNING AND ARCHITECTURE: NEW DELHI Name of work: - A/R& M/O to buildings during Sub Head: - Construction of Guard rooms with Automatic electric boom barriers at the Maharani Bagh Housing Complex of SPA New Delhi. S.No. Desceraption Qty. Unit Rate Amount Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 2 Cum 1 2 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-incharge. In cement mortar Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below 3.5 Cum 2 Each 3 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 3 Sqm 4 Electromechanical barrier 24 V Span 5 Mtr to 6 Mtr. mm. Electromechanical barrier 24 VDC, designed for fast and fluid movements with boom a of 5~6 Mtr. with the opening time of 5 to 6 sec. Practical with the in-built control unit housed on top, the LED lights and various connections available for safety devices and battery back-up.designed to blend into modern architectures, SNAP is made of a sturdy steel structure and stainless steel panels for reliable operationsand long lasting appearance. 2 No. 5 Safety Sensor for barrier 6 Stand For Barrier 7 Cabling work included cable from BB to Guard room up to 15 meter 8 2 No. 2 No. 2 No.

7 Installation charges (Civil Work as per direction of Engineer-incharge.) 9 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Providing and laying damp-proof course 40 mm thick with cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Brick work with common burnt clay modular bricks of class designation7.5 in exposed brick work including making horizontal and vertical grooves10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). Above plinth level upto floor V level 2 No Cum 2.09 Cum 5.23 Cum 3.77 Sqm 9.71 Cum 14 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5.4 Cum 15 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete Cum 16

8 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels,beams, plinth beams,girders,resumés and cantilevers suspended floors,roofs, landings, balconies, and access platform 4.92 Sqm 17 Shelves (Cast in situ) 18 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 monomial size) Sqm 210 Kg 2.26 Cum 19 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 4.2 Sqm 20 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), including pointing the joints with white cement and matching pigment etc, complete Sqm 21 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size asapproved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement 3.3kg per sqm, including pointing in white cementmixed with pigment of matching shade complete 2.18 Sqm 22

9 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4(1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm 2.99 Sqm 23 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge.Granite work 7.28 Meter 24 CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand Sqm 25 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 andis: 1285, fixing with dash fasteners of required dia and size, including 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 the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Anodised aluminium (anodized transparent ror dyed to required shade according to IS 1868.Minimum anoding coating of grade AC15 16 Kg 26 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing offittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodized transparent ror dyed to required shade according to IS 1868.Minimum anoding coating of grade AC15 64 Kg 27

10 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness 8.8 Sqm 28 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: a) after surface preparation, first layer of slurry of kg/sqm mixed with water proofing cement kg/ sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of kg/ sqm mixed with water proofing cement kg/sqm and coarse kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured Sqm 29 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 28 Meter 30 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 2 Each Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete Sqm

11 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinable priming coat with cement primer Sqm 33 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge With stainless steel cover plate minimum 1.25 mm thickness 2 Each 34 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screwsetc. to the side hung windows as per direction of Engineerincharge complete. 8 Each Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 2 Each Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineerinharge Anodized (AC 15 ) aluminium 2 Each 37 Providing and fixing 10x10x7.50 cm hard stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. ( stone blocks will be provided by the department) 20 Sqm 38

12 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 etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 1 Cum 39 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 40 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 16 Cum 41 TOTAL AMOUNT Say Rupees : Terms & Conditions The work shall be completed within 45 Days from the date of issue of work order otherwise 1 % 2 % Income tax will be deducted from the bill The supply will be given as per menufacture specification and entire satisfication of Engineer in-charge 4 Vat will be deducted from the bill as per applicable. 5 1% water charges will be deducted from the bill.

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