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| 1 | Earth work in excavation by mecanical means (hydraulic excavater)/manual means in over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil.The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. |
| 2 | Earth work in excavation by mechanical means (hydraulic excavater)/ 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. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil. (DSR Code No.-2.8.1) AOR |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Cement Mortor |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (DSR Code No.-5.1.2) AOR |
| 6 | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C.Sand). |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Reinforced cement concrete work in walls (any thickness) i/c attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for:- Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR Code No.-5.9.5) AOR |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : c) Columns, Pillars, Piers, Abutments, Posts and Struts(DSR Code No.-5.9.6) AOR |
| 12 | Centring and shuttering including strutting, propping etc. and removal of form for:- Foundation, Footing bases of columns etc. for mass Concrete |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 12 mm cement plaster of mix :1:4 (1 cement: 4: Coarse sand) |
| 15 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. (DSR Code No.-10.16.3) AOR |
| 16 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 17 | P/L C.C pavement of mix M-25 with ready mixed concrete from batching plant. concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc complete. |
| 18 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 19 | Earth work in embankment in ordinary soil embankment to be in 20cm layer breaking clods. Watering rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5m lift and all lead including cartage of earth by mechanical transportion and all T&P labour etc. required for proper completion of work (Earth shall be arranged by the contractor at his own cost from out side of NOIDA). |
| 20 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. 40 mm thick Red Sand Stone |
| 21 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). |
| 22 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)(13.46.1) |
| 26 | 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 (DSR-18/ Item Code No.-8.2.2.2) AOR |
| 27 | 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 (DSR Code No-8.3.2) AOR |
| 28 | Supply and fixing Garden benches of standard quality in cast iron frame with 11 Nos. rectangular MS pipe of 70x25mm on seat and back of size 5 foot length and 2 foot 6 inches height and seat depth 15 to 18 inches approximate with weight of 90 Kg approx. embedded with hold fast in C.C. block 6\\"x6\\"x9\\" duly painted & as per approved design i/c cartage loading , unloading etc complete in all respects. AOR |
| 29 | P/f floral and ornate decorative design cast iron base panels of thickness 20mm as per design copy enclosed having height of 760mm and length of 2700 (approx.) each cast iron panel having mild steel flat of size 40x25mm on top in framing and hold fast 150.00mm length embedded in to the column, pillar at either end with proper grinding of welded marks. Electric supply for welding work to the arranged by the contractor complete. Sprandal, spray primer and painted with enamel paint of approved brand, quility, color complete as per the direction of E/I. Total weight of one panel shall be 85.00 Kg. Approx. (MR) |
| 30 | Providing corrugated G.S. Sheet roofing include vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bituman and G.1. limpet washers or with G.I. limpet washers filled with white lead including a coat of approved steel primer and two coats of approved paints on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to sizeand shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m2. (DSR Code No.-12.1.1) AOR |
| 31 | 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 Please Enable Macros to View BoQ information |
