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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : |
| 9 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 11 | Foundations, footings, bases for columns |
| 12 | Retainingwalls, returnwalls,walls (anythickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 13 | Columns, piers, abutments, pillars, posts and struts |
| 14 | Collection, supplying and filling earth by mechanical transport for an average lead of 05 Km, also including ranning and watering of the earth in layers not exceeding 20cm in depth in trenches, plinth, sides of foundations etc complete as per the direction of Engineer-in-charge. |
| 15 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 17 | 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. |
| 18 | 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. |
| 19 | Electric resistance or induction butt welded tubes |
| 20 | Providing and fixing bolts including nuts and washers complete. |
| 21 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand of Tata blue scope Steel/Everest Industries Limited, JSW Steel Limited, Jindal India Limited or or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.50%), total coated thickness with aluminium zinc coating 150 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws (Xylan) of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 22 | Providing and fixing Pre-Painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Blue Scope stee, Everest industries Ltd, JSW Steel Ltd, Jindal Steel Ltd or equivalent make roofing accessories 0.50 mm (+0.50%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete |
| 23 | Barge board (Upto 300 mm) |
| 24 | 12 mm cement plaster of mix: |
| 25 | 1:4(1 cement: 4 fine sand) |
| 26 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 27 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 28 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 29 | On steel work |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work |
| 31 | 15 mm dia nominal bore |
| 32 | 25 mm dia nominal bore |
| 33 | 40 mm dia nominal bore |
| 34 | Providing and fixing G.I./ UPVC pipe fitting of approved quality confirming to as per plumping layout drawing and as per direction to Engineer-in-charge. |
| 35 | Providing and placing on terrace (at all floor levels) polyethylene water storagetank,IS : 12701marked,withcoverandsuitablelocking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 36 | Providing and fixing 0.75 HP three phase horizontal multi stage pump model No. AGNES 2-50/0.55KW/IE2/3PH (or any other model as decided by the Engineer-in-charge) of kirloskar make including necessary fitting all complete as directed by Engineer-in-charge. |
| 37 | Providing and fixing 7.5 HP three phase Monoblock pump set (Model No. KDT 844+) (or any other model as decided by the Engineer-in-charge) of kirloskar make including necessary fitting all complete as directed by Engineer-in-charge. |
| 38 | Providing and fixing 0.60 HP Pressure booster shampoo pump set (Model No. Cpbs-52424v M. Stg-2-Ss Imp upto 140Lpm) (or any other model as decided by the Engineer-in-charge) of kirloskar make including necessary fitting all complete as directed by Engineer-in-charge. |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 40 | 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 and for all lif. |
