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| 1 | Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 |
| 4 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a) |
| 6 | Reinforcement cement concrete work in beam 'suspended floors 'roof having slop up to 15 degree 'landins balconies and shelves, chajjas, lintels bands staircases and spiral staircases etc above plinth level up to floor V level, excluding the cost centering and shuttering ,finishing All work and reinforcement in 1:1.5:3 (1 Cement : 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size SI no. 5.3 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22.6 |
| 8 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.1.2 |
| 9 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.4.2 |
| 10 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 coarse sand ) as per IS 13.5.1 |
| 11 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 |
| 12 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm as per SI no 11.41.2 |
| 13 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. as per SI no. 11.37 A |
| 14 | Finishing walls with Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 two coat |
| 15 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 two coat |
| 16 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 17 | Providing and fixing Angle iron frames for door ,window and ventilation of mild steel angle section of size 35x35x5 mm joint mitred and welded by angle iron 35x35x5 mm or size 35x5 mm flat pieces to existing T-iron frame or to the wall with dash fastener including fixing of necessary built hinges and screws and applying a priming coat of approved steel primer all comp as per 10.31. |
| 18 | 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. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 |
| 19 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 |
| 20 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 |
| 21 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per SI No- 9.20.1 |
| 22 | Supply and fixing of Sign board/caution board showing information about site including all comp. Please Enable Macros to View BoQ information |