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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.50 m in width as well as 10Sq.m on plan including disposal of excavated earth lead upto 50m and lift upto1.50 m. Disposed soil to be levelled and neatly dressed. |
| 2 | Earthwork in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil and rock), lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth. |
| 4 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation and plinth |
| 5 | Reinforced concrete work in foundations, footings, basesof columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 6 | Centring and shuttering including strutting proping etc. and removal of form work for: 9 (C ) Columns,pillars and piers. |
| 7 | Reinforcement cement concrete work in columns, pillars, piers,abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1: 3 (1 cement :3fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 8 | Centring and shuttering including strutting proping etc. and removal of form work for: (D) Lintels, beams, girders, bressumers and cantilevers etc. Lintels, beams, girders, bressumers and cantilevers etc. |
| 9 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 :3 (1cement :3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 10 | Reinforcement of RCC work including bending, binding and placing in position complete, Cold twisted bar |
| 11 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) In super structure above plinth level up to floor V level in cement mortar 1:4 (1cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 12 | Providing and laying upto two floor level cement concrete 1:3:6(1cement :3coarse sand:6 graded stone aggregate 20 mm nominal size) including centring and shuttering etc. in :(b) String courses, copings, bed plates, anchor blocks, plain window sills and the like. |
| 13 | 12 mm cement plaster 1 :6 (1cement :6 fine sand). |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 15 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds par 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I.staples and G.I.clips to retain horizontal,including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) I Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle,C.C. blocks shall be paid separately) |
| 16 | Steel work in single section including cutting,hoisting, fixing in position and applying a priming coat of red lead paint.(b) in Tee, angles, Channels |
| 17 | Steel work in single section including cutting,hoisting, fixing in position and applying a priming coat of red lead paint(c) MS flat |
| 18 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 19 | Loading and unloading of stone boulder / stone aggregates / sand /kanker/moorum / lime / shingle /surki/ earth / excavated rock and kerb stones by manual means for hill roads. |
| 20 | Loading and unloading of cement / steel / structural steel / rc pipe /wooden logs / bricks / bitumen and timber etc by manual means and stacking for hill roads. |
| 21 | Cost of Haulage Excluding Loading and Unloading on hill load. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road. |
| 22 | Cost of Haulage Excluding Loading and Unloading on hill load. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (ii) Unsurfaced gravel Road. Please Enable Macros to View BoQ information |
