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| 1 | Grey water management (DEWATS) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size) |
| 5 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 6 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc |
| 7 | Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but notexceeding 3m, including getting out the excavated soil, and then returning the soil asrequired, in layers not exceeding 20cm in depth, including consolidating eachdeposited layer by ramming, watering, etc., and disposing of surplus excavated soil asdirected, within a lead of 50m, in all kinds of soil. |
| 8 | Supply of PVC Pipe, 8kg/cm2, 32mm Dia. |
| 9 | Supply of PVC Pipe, 10kg/cm2, 40mm Dia |
| 10 | Supply of PVC Pipe, 8kg/cm2, 20mm Dia |
| 11 | Supply of PVC Pipe, 8kg/cm2, 75mm Dia. |
| 12 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia |
| 13 | Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean,free from clay, dust and other impurities), stacking in standard heaps for measurementincluding cost, conveyance up to 5 km and labour charges for stacking, spreading,testing and as per the directions of the department officers etc. complete as perCPHEEO specifications. |
| 14 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 20 mm nominal outsidediameter pipes. |
| 15 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 32 mm nominal outsidediameter pipes. |
| 16 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes. |
| 17 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 75 mm nominal outsidediameter pipes. |
| 18 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 90 mm nominal outsidediameter pipes. |
| 19 | Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay,dust and other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5km and labour charges for stacking, spreading, testing and as perthe directions of the department officers etc complete and as per CPHEEOspecification |
| 20 | Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dustand other impurities), stacking in standard heaps for measurement including cost,conveyance up to 5 km and labour charges for stacking, spreading, testing and as perdirections of the department officers etc. complete and as per CPHEEO specification. |
| 21 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 22 | White washing with lime to give an even shade:New work (three or more coats) |
| 23 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of requiredcolour to give an even shade:Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture . |
| 25 | Providing and fixing 10 mm thick acid and /or alkali resistant tiles of approved makeand colour using acid and / or alkali resisting mortar bedding, and joints filled withacid and /or alkali resisting cement as per IS : 4457, complete as per the direction ofEngineer-in-Charge.In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarsesand)Acid and alkali resistant tile |
| 26 | Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer using structural steeletc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works |
| 27 | Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white lead, including a coat ofapproved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 28 | Providing 15mm PVC Tap in the water meter assembly for 20mm ( 3/4 inch ) waterconnection, using 25mm ( 3/4 inch ) Indian Standard Class 6 uPVC pipes, uPVCspecials and PP PN 16 Compression specials including cost of consumables, hirecharges for tools and labour charges etc. complete, but excluding cost of materialsand as per the direction of departmental officers. |
| 29 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, includingjointing with PVC solvent cement - 63x50 mm dia Reducer |
| 30 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 63 mm dia Bend |
| 31 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes includingjointing with PVC solvent cement - 63x63x63 mm dia Tee |
| 32 | supply and erecting ope well submersible pumpsett |
| 33 | supply and fixing cana plant for HPGF |
| 34 | water quality test (grey water) |
| 35 | supply and fixing name boardname board with steel structure with stand board |
| 36 | supply and fixing CI manhole cover for DEWATS |
| 37 | Soak Pit |
| 38 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.Ordinary rock |
| 39 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 40 | Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 41 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size) |
| 42 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 43 | White washing with lime to give an even shade:New work (three or more coats) |
| 44 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 45 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 46 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate Please Enable Macros to View BoQ information |
