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| 1 | SH-1: Anchor & Saddle Blocks |
| 2 | Jungle clearance: |
| 3 | a) Clearing Grass and Removal of Rubbish |
| 4 | b) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): (i) By Manual Means in area of thorny jungle |
| 5 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres) |
| 6 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 7 | i)Ordinary Soil: a) Manual Means (Depth upto 3 m) |
| 8 | ii) Ordinary Rock (not requiring blasting): a) Manual Means (Depth upto 3 m) |
| 9 | iii)Hard Rock requiring blasting: a) Manual Means |
| 10 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 12 | Centring and shuttering including strutting propping etc. and removal of form work for: |
| 13 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 14 | Reinforcement for RCC work including bending binding and placing in position complete.a) Tar/TMT steel |
| 15 | SH-2: Forebay Tank |
| 16 | Jungle clearance: |
| 17 | a) Clearing Grass and Removal of Rubbish |
| 18 | b) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): (i) By Manual Means in area of thorny jungle |
| 19 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres). |
| 20 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work). |
| 21 | i)Ordinary Soil: a) Manual Means (Depth upto 3 m) |
| 22 | ii) Ordinary Rock (not requiring blasting): a) Manual Means (Depth upto 3 m) |
| 23 | iii)Hard Rock requiring blasting: a) Manual Means |
| 24 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 25 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size). |
| 26 | Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size). |
| 27 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 28 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 29 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 30 | Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel |
| 31 | SH-3: Spillway Channel |
| 32 | Jungle clearance: |
| 33 | a) Clearing Grass and Removal of Rubbish |
| 34 | b) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): (i) By Manual Means in area of thorny jungle |
| 35 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres). |
| 36 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) |
| 37 | i)Ordinary Soil: a) Manual Means (Depth upto 3 m) |
| 38 | ii) Ordinary Rock (not requiring blasting): a) Manual Means (Depth upto 3 m) |
| 39 | iii)Hard Rock requiring blasting: a) Manual Means |
| 40 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 41 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 42 | Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 43 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 44 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 45 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 46 | Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel |
| 47 | SH-4: Power House |
| 48 | Jungle clearance: |
| 49 | a) Clearing Grass and Removal of Rubbish |
| 50 | b) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): (i) By Manual Means in area of thorny jungle |
| 51 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres). |
| 52 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 53 | i)Ordinary Soil: a) Manual Means (Depth upto 3 m) |
| 54 | ii) Ordinary Rock (not requiring blasting): a) Manual Means (Depth upto 3 m) |
| 55 | iii)Hard Rock requiring blasting: a) Manual Means |
| 56 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth. |
| 57 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth. |
| 58 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 59 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 60 | 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 : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 61 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 62 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 63 | b) Column, pillars, posts and struts etc. |
| 64 | Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel |
| 65 | Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete. |
| 66 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement: a) 40 mm thick. |
| 67 | 25 mm thick wooden plank walling butt jointed with wooden beading 50 x 25 mm including supplying and fixing with necessary nails, screws etc complete. |
| 68 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 69 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 70 | a) 38mm thick best available local wood class - B I. |
| 71 | 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: a) 0.80 mm thick GI sheet. |
| 72 | 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: b) 0.80 mm thick GI sheet. |
| 73 | Providing and fixing 20 mm thick wooden planks ceiling (frame work for base to be paid separately) with M.S. screws: a) Timber Plank Class - A IV. |
| 74 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint: c) In Flats up to 10 mm in thickness. |
| 75 | Providing and fixing bolts above 300 mm in length including nuts and washers complete. |
| 76 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws: b) Ornamental grill. |
| 77 | 12 mm cement plaster 1 : 4 (1cement : 4 fine sand). |
| 78 | White washing with lime on new work ( two or more coats) to give an even shade. |
| 79 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 80 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 81 | Painting one coat with oil type wood preservative of approved brand and manufacture on old work. |
| 82 | 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. |
| 83 | 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. |
| 84 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. |
| 85 | a) 300 x 16 mm |
| 86 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. |
| 87 | b) 200 x 10 mm |
| 88 | c) 150 x 10 mm |
| 89 | Providing and fixing MS handles with necessary screws etc complete. |
| 90 | a) 125 mm |
| 91 | b) 100 mm |
| 92 | Steel work in built up tubular trusses including cutting, hoisting,fixing in position and applying a prime coat of approved steel primer welded and bolted including special shaped washers etc complete ( welding to be paid separately). |
| 93 | Extra fo brick work with best available local bricks in superstructure above plinth level and up to floor two level. |
| 94 | SH-5: Tail Race Channel |
| 95 | Jungle clearance: |
| 96 | a) Clearing Grass and Removal of Rubbish |
| 97 | b) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): (i) By Manual Means in area of thorny jungle |
| 98 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres). |
| 99 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work) |
| 100 | i)Ordinary Soil: a) Manual Means (Depth upto 3 m) |
| 101 | ii) Ordinary Rock (not requiring blasting): a) Manual Means (Depth upto 3 m) |
| 102 | iii)Hard Rock requiring blasting: a) Manual Means |
| 103 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth. |
| 104 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 105 | Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 106 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 107 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 108 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 109 | Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel |
| 110 | SH-6: Cartage of Engineering Materials |
| 111 | Cartage of Engineering materials such as cement, steel etc. by means of mechanical transportation upto project site including loading & unloading. |
