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| 1 | Sub-Head : Earth Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 3 | a) All kinds of soil |
| 4 | 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 up to 1.5 m. |
| 5 | Sub-Head : Concrete Work |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | b) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 10 | a) 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 12 | a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. |
| 13 | Sub-Head : Masonry Work |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 15 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | 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 : |
| 17 | a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Sub-Head : Stone Work |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 20 | a) Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 21 | Sub-Head : Wood and P.V.C. Work |
| 22 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). |
| 23 | a) Sal wood |
| 24 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) |
| 25 | a) Second class teak wood |
| 26 | i) 35 mm thick shutters |
| 27 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 28 | a) Second class teak wood |
| 29 | Float glass panes |
| 30 | a) 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). |
| 31 | Providing and fixing wire gauge shutters using galvanized M.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 : |
| 32 | a) 35 mm thick shutters. |
| 33 | (i) with ISI marked M.S. pressed butt hinges bright finished of required size - Second class teak wood |
| 34 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 35 | a) 250x16 mm |
| 36 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 37 | a) 200x10 mm |
| 38 | Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 39 | a) 100 mm |
| 40 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 41 | a) Twin rubber stopper |
| 42 | Sub-Head : Steel Work |
| 43 | 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 |
| 44 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 45 | a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 46 | Sub-Head : Roofing |
| 47 | 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, including a coat of approved steel primer and two coats of approved paint on overlapping 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. |
| 48 | a) 0.63 mm thick with zinc coating not less than 275 gm/ m* |
| 49 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. |
| 50 | a) 0.63 mm thick with zinc coating not less than 275 gm/m* |
| 51 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. |
| 52 | Sub-Head : Finishing |
| 53 | 12 mm cement plaster of mix : |
| 54 | a) 1:6 (1 cement: 6 fine sand) |
| 55 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 56 | a) 1:6 (1 cement: 6 fine sand) |
| 57 | 6 mm cement plaster of mix : |
| 58 | a) 1:3 (1 cement: 3 fine sand) |
| 59 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 60 | a) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 61 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 62 | a) 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) |
| 63 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 64 | a) New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. |
| 65 | Applying a coat of mordant solution on G.S. sheet : |
| 66 | a) With a solution of 38 gms of copper acetate in a litre of soft water |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 68 | a) Two or more coats on new work. |
| 69 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 70 | Sub-Head : Repairs to Buildings |
| 71 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 72 | a) With cement mortar 1:4 (1 cement : 4 fine sand). |
| 73 | Sub-Head : Dismantling and Demolishing |
| 74 | 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.. |
| 75 | a) In cement mortar |
| 76 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 77 | a) From brick work in cement mortar |
| 78 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 79 | a) Of area 3 sq. metres and below |
| 80 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 81 | a) G.S. Sheet |
| 82 | Sub-Head : Road Work |
| 83 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 84 | Sub-Head : Misc. items |
| 85 | Credit of materials |
| 86 | a) Bricks |
| 87 | b) Brick bats |
| 88 | c) Unserviceable wooden panelled door |
| 89 | d) G.S. Sheet |
| 90 | Providing and laying in position cement concrete 1:3:6 (1 cement:3 Coarse sand : 6 graded stone aggregate 40 mm nominal size) with 15 % plums/stone boulders of specified grade and size and curing complete excluding the cost of centering and shuttering in Retaining walls & Breast Walls. The size of plums shall usually be 150 mm to 300 mm as per the directions of the Engineer- in- charge. |
| 91 | Supplying and back filling with well graded stone boulders of size 150 mm to 300mm behind retaining wall complete as per the directions of the Engineer-in-charge (Note: 30% deductions in measurements shall be made for voids) |
| 92 | Providing and fixing 75 mm dia Rigid PVC pipe (working pressure 4kg./sqcm.) conforming to IS : 13592 type A in retaining walls for use as weep holes, laid to required slope complete as per the directions of the Engineer-in-charge. Please Enable Macros to View BoQ information |
