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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 9 | Foundations, footings, bases for columns |
| 10 | 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 : |
| 11 | 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) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 15 | 40 mm thick with 20 mm nominal size stone aggregate |
| 16 | 12 mm cement plaster of mix: |
| 17 | 1:4(1 cement: 4 fine sand) |
| 18 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 19 | Two or more coats on new work |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 21 | 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) |
| 22 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with aluminium zinc coating 150 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. 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 aluminium screws (Xylan) of size (5.5x55mm) 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. |
| 23 | 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. |
| 24 | GI pipe |
| 25 | Supplying, installation, testing and commissioning of Kirloskar make, TV2 model, 16 HP,1800 RPM, radiator cooled diesel engine coupled with Kirloskar make, 16 SR6 model pump for discharge of 9.5 LPS at a head of 20 mtrs. with C.I. construction having suction and delivery 80 mm.X 65 mm. or equivalent with all accessories including common Base Plate , Coupling, Coupling Guard, Foundation Bolts, Coupling Flanges, attached Fuel tank, suitable foot valve and all other accessories as required. |
| 26 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 27 | 80 mm dia nominal bore |
| 28 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 29 | 50 to 80 mm nominal bore |
| 30 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 31 | 80 mm nominal bore |
| 32 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 33 | 80 mm diameter pipe |
| 34 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 35 | 80 mm nominal bore |
| 36 | Providing and fixing GI flange joint including rubber gasket with bolts and nuts etc complete as per the direction of Engineer-in-charge. |
| 37 | 80mm nominal bore |
| 38 | Providing and fixing G.I. plug in G.I. pipe with required thread seal etc all complete as per the direction of Engineer-in-charge. |
| 39 | 80 mm dia Please Enable Macros to View BoQ information |
