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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding30cm in depth. 1.5minwidth as wellas10Sqmonplan)including stacking of top 60cm layer separately and disposalof balance surplus excavated earth, lead upto 50m and lift upto all height, disposed earth to be leveled and neatly dressed. |
| 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 m and lift upto 1.5 m. |
| 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 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from naturalsources :10gradedstoneaggregate40mm nominal size derived from natural sources) |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Brick work 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 in all shapes and sizes in |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 15 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 16 | Providing and fixing wire gauge shutters using galvanizedM.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : |
| 17 | 35 mm thick shutters |
| 18 | withISImarkedM.S.pressedbutthinges bright finished of required size |
| 19 | Kiln seasoned and chemicallytreatedhollock wood |
| 20 | Providing and fixing factory made panel PVC prelaminated door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer\"s specification & drawing. |
| 21 | 30 mm thick plain PVC prelaminated door shutters |
| 22 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: |
| 23 | Profile C |
| 24 | Fixing with adjustable lugs with split end tail to each jamb |
| 25 | 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. |
| 26 | Hot finished welded type tubes |
| 27 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: |
| 28 | 4.0 mm thick glass panes |
| 29 | 12 mm cement plaster of mix : |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 32 | Two or more coats on new work |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 34 | One or more coats on old work |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 36 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 37 | 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. |
| 38 | In cement mortar |
| 39 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: |
| 40 | Channels, angles, tees and flats |
| 41 | Providingand fixing 2 mm thick polycarbonate sheet, weather and UV resistant light transmission Up to 88%, excellent impact resistance:250-300 times that of same thickness glass, fixed with pop rivets/ nut & bolt on M.Stublar frame complete in position as per drawing and to the entire satisfaction of Engineer-In Charge (M.S frame work shallbe paid Extra). |
| 42 | Providing and fixing factory made PVC prelaminated door frame of size 50mm width, 47 mm height with a wall thickness of extruded 5 mm prelam single side, PVC sheet, PVC sheet of density 600 kg / Cbm. All three frame length reinforced with 19 mm 19 M.S. square. Meter cut at two corners and joined with 2 nos. of 150mm long bracket of 15 mm x 15mm M.S. square tube or joint with fusion hear welding process. |
| 43 | Add Water Charges @ 0.5% |
| 44 | Credit of Material (Old) |
| 45 | M.S Channel / Angle and Barbed Wire (Sr. No.19 / 15.17.2) |
| 46 | Old Bricks (Sr. No.19 / 15.7.4) |
