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| 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 m and lift upto 1.50 m. |
| 2 | a) Hard Soil |
| 3 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 4 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 5 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 6 | a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 7 | providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 Stone aggregate 20 mm nominal size ) excluding the cost of cetering and shuttering in : |
| 8 | reinforcement concrete work in foundation, footing, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in |
| 9 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 10 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 11 | Tor/TMT Bar |
| 12 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 13 | a) In Tees, Angles, Flats and Channels |
| 14 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. |
| 15 | a) 0.63 mm thick GI sheet |
| 16 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 17 | a) 0.63 mm thick GI sheet |
| 18 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 19 | Neat cement punning. |
| 20 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand) in foundations and plinth. |
| 21 | Painting two or more coats on GI sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade. |
| 22 | White washing with lime on new work (two or more coats) to give an even shade. |
| 23 | Painting two or more coats with synthetic enamel paitn of approved brand and manufacture in black or choocolate shade on new works to give an even shade |
| 24 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 25 | RUSTOM |
| 26 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 m and lift upto 1.50 m. |
| 27 | a) Hard Soil |
| 28 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 29 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 30 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 31 | a) Tar/TMT steel. |
| 32 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 33 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 34 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 35 | c) Column, pillars, posts and struts etc. |
| 36 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 37 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 38 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 39 | 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 : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. |
| 40 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 41 | 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 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. |
| 42 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 43 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundation and plinth |
| 44 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 45 | a) In Tees, Angles, Flats and Channels |
| 46 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. |
| 47 | a) 0.63 mm thick GI sheet |
| 48 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 49 | a) 0.63 mm thick GI sheet |
| 50 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 51 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 52 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately) |
| 53 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 54 | a) Best local approved quality wood. |
| 55 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand) in foundations and plinth. |
| 56 | 25 mm thick cement concrete flooring 1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement. |
| 57 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 58 | Neat cement punning. |
| 59 | Extra for providing and fixing wind ties of 40 x 6 mm flat iron section. |
| 60 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 61 | Painting two or more coats on GI sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade. |
| 62 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming andwatering etc. complete. |
| 63 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 64 | White washing with lime on new work (two or more coats) to give an even shade. |
| 65 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cmwide with necessary mouldings etc. |
| 66 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 67 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 68 | LEVELLING |
| 69 | Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 m and lift upto 1.50 m. |
