|
| 1 | Providing corrugated G.S. Sheet roofing including vertical/curved surface fixed with polymer 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 and including a coat of approved steel primer and two coats of approved paint on overlaping 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 size and shape wherever required.i) 0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 2 | Steel work in built up tabular (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. Hot finished welded type tubes. |
| 3 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctons and corners & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings including applying a priming coat of approved steel primer etc. complete as required using M.S. angle 40x40x6 mm for diagonal braces |
| 4 | Providing and fixing M.S. grills of required patern in frames of windows etc. with MS flas, square or round bars etc. all complete. Fixed to steel windows by welding. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All works upto plinth level: |
| 6 | i) 1:2:4 (1 cement:2 fine sand; 4 graded well brunt brick aggregate 40 mm nominal size) |
| 7 | 1:3:6 (1 cement:3 fine sand; 6 graded well brunt brick aggregate 20 mm nominal size) |
| 8 | 1:4:8 (1 cement:4 fine sand; 8 graded well brunt brick aggregate 40 mm nominal size) |
| 9 | Cement Concrete flooring 1:2:4 ( 1 cement: 2 fine sand:4 graded stone aggregate) finished with a floating coat of neat cement slurry but excluding the cost of nosing of steps etc. all complete etc. as per direction of Engineer-in-charge.40 mm thick with 20 mm nominal size stone aggregate |
| 10 | Extra for providing and mixing water prrofing material in cement concrete work in does by weight of cement as per manufacturer's specification |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement:3 fine sand:6 graded well burnt brick aggregate 20 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 12 | First class brick work in foundation and plinthincluding cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 13 | Half brick masonry work with first class bricks in superstructure up to floor five level including cost of all materials as required complete i) In cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 14 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo Mechaniccaly Treated Bars of grade Fe-500D or more |
| 15 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and re-inforcement-All work up to plinth level:1:2:4 ( 1 cement: 2 fine sand:4 graded burnt brick aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in walls ( any thickness) including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and re-inforcement-1:2:4 ( 1 cement: 2 fine sand:4 graded burnt brick aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15O landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement-1:2:4 ( 1 cement: 2 fine sand:4 graded burnt brick aggregate 20 mm nominal size) |
| 18 | Centering Shuttering including struttings, propping etc. and removal of form work for: |
| 19 | Foundations, footings bases for columns etc. for mass concrete with timber plank |
| 20 | Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shutterng ply |
| 21 | Columns, Pilars, Piers, Abutments, Posts and Struts with wooden plank |
| 22 | Lintels, beams, plinth beams, girders, bressumers and cantilever with wooden plank |
| 23 | Providing wood work in frames of doors, windows, celestory windows and other frames, wrought framed and fixed in position: Karai wood |
| 24 | Providing and fixing pannelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished/black enamelled M.S. butt hingers with necessary screws excluding panelling and or glazing which will be paid for separately but including the wooden beading of 20 x12 mm for fixing panelling and or glazing as per direction of Engineer-in-charge.Gamai Wood8.5.2.1 35 mm thick shutters |
| 25 | Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces etc. complete wit Local Teak Wood |
| 26 | Demolishing cement concrete manually/by mechnaical means including disposal of material with all rifts and up to 50m lead etc. complete as per direction of the Engineer-in-Charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 27 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 meters span and 5 meters height including stacking the material within 50 meters lead of sectional area beyond 40 sq cm. |
| 28 | Taking out existing wooden door shutter, repair by cutting, painting etc and refixing of repaired door shutter to existing door frames including replacement of hinges with screws etc. as required all complete as per the direction of the Engineer-in-charge |
| 29 | Demolishing brick work including stacking of serviceable materials and disposal of unserveciable materials with all lifts and up to a lead of 50 m etc. complete as per direction of the Engineer-incharge: In cement mortar |
| 30 | Repairs to plaster pf thickness 2 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to te dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer-in-charge: with cement mortar 1:3 (1 cement: 3 fine sand) |
| 31 | 12 mm cement plaster of mix i) In cement mortar 1:4 (1 cement: 4 fine sand) |
| 32 | 15 mm cement plaster on the rough side of single or half brick wall of mix: ii In cement mortar 1:4 91 cement : 4 fine sand) |
| 33 | 6 mm cement plaster of mix: Cement mortar 1:4 (1 cement: 4 fie sand) |
| 34 | Neat cement punning |
| 35 | Earth work excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in widt or 10 sqm o pan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m All kinds of soil |
| 36 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating wach deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m All kinds of soil. |
| 37 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, gading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete |
| 38 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 39 | Distempering with dry distemper of approved brand and manfacture and required shade on old work ( one or ore coats) to give an even shade as required complete as per direction of the Engineer-in-Charge |
| 40 | Finishing walls wit premium acrylic smooth exterior paint of required shade of approved brand and manufacture on old work (one or more coats) including preparation of surface as required complete as per direction of the Engineer-in-charge |
| 41 | Painting on G.S. Sheet with synthetic enaamel paint (one or more coats) of approved brand and manufacture of required colour to give an even shade on old work including preparation of surface as required complete as per direction of the Engineer-in-charge |
| 42 | Painting with synthetic enamel paint (one or more coats) of required colour of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer-in-charge |
| 43 | Painting with black anticorrosive bitumastic paint(one or more coats) of approved brand and manufacture on old work to give an shade including preparation of surface as required complete as per direction of the Engineer-in-charge. |
| 44 | Wall painting with acrylic palstic emulsion paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certifcate issued by the Manufacturer]: Two or more coats on new work |
| 45 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 46 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girt up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared |
| 47 | Filling trees of the high girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth up to and includig 60 cm girth |
| 48 | Beyond 60 cm girth up to including 120 cm girth |
| 49 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mAll kinds of soil |
| 50 | Providing and fitting fixing of 6 feetx4 feetx1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items in/c. 2 nos. MS angle post( size 2 inchx2 inch x 9 feet), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feetx1 feetx2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-In-Charge |
| 51 | Providing earthing with perforated 40 mm dia G.I. pipe (medium class) ( 12 mm dia perforation), laying of 4 mm dia G.I. wire from earth electrode to panel including excavating hole of 600 mm dia and refilling with salt and charcoal/coke in alternate layers of 300 mm as per standard specification and direction of the Engineer-in-charge. i. For 3 phase connecting with 4.00 mtr. long G.I. pipe |
| 52 | Providing and fitting fixing of hoarding cum dsplay board of size 8 ft x 6 ft. (2.40 m x 1.80m) with frame comprising of 40 mm dia G.I. pipe (medium class) around the board, 2 nos. 25x25x4 mm size MS vertical stiffners with equally placed and 1 no. 25x25x4 mm size MS horizontal stiffner centrally placed and 2 mm thick MS sheet ( 2.40 m x 1.80 m) with necessary welding, painting, lattering and erected vertically in such a way bottom of the board shall be placed 900 mm above the ground level with 2 nos 40 mm dia G.I. pipe embedded in cement concrete block of 1:2:4 (1 cement:2fine sand:4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm totalout of which 150mm shall be projected over G.I. etc. complete as per specification and direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
