|
| 1 | Weir intake |
| 2 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 3 | (a) Hard Soil |
| 4 | (b) Ordinary Rock |
| 5 | (c) Hard Rock requiring blasting |
| 6 | 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 foundation and plinth. |
| 7 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 8 | (a)1 : 1.5 : 3 |
| 9 | Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :- |
| 10 | (a)1 : 1.5 : 3 |
| 11 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 12 | (a) Cold twisted bars. |
| 13 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 14 | (b) Foundation, footings |
| 15 | (a) Walls |
| 16 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 17 | Providing and fixing M.S.Trash rack over weir as per appd drawings |
| 18 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 19 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 20 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 21 | (a) cement and steel |
| 22 | i) From tinsukia to Roing,Plain road,105km |
| 23 | ii) From Roing to work site,259 km |
| 24 | (b) sand,agg etc |
| 25 | (i) Surfaced Road ,sand,agg etc,10 km |
| 26 | (ii) Unsurfaced Graveled Road,3 km |
| 27 | (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 28 | Intake Chamber |
| 29 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 30 | (a) Hard Soil |
| 31 | (b) Ordinary Rock |
| 32 | (c) Hard Rock requiring blasting |
| 33 | 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 foundation and plinth. |
| 34 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 35 | (a)1 : 1.5 : 3 |
| 36 | Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :- |
| 37 | (a)1 : 1.5 : 3 |
| 38 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shutteringand reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 39 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 40 | (a) Cold twisted bars. |
| 41 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 42 | (a) Foundation, footings |
| 43 | (b) Walls |
| 44 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 45 | Providing and fixing M.S scour pipe 600MM dia. |
| 46 | Providing & Fixing M.S Sluice valve,600 mm dia. |
| 47 | Providing & Fixing M.S Sluice gates as per appvd drawing. |
| 48 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 49 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 50 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 51 | (a) cement and steel |
| 52 | i) From tinsukia to Roing,Plain road,105km |
| 53 | ii) From Roing to work site,259 km |
| 54 | (b) sand,agg etc |
| 55 | (i) Surfaced Road ,sand,agg etc,10 km |
| 56 | (ii) Unsurfaced Graveled Road,3 km |
| 57 | (iii) Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 58 | Feeder channel |
| 59 | Earthwork in excavationby mannual means in cutting,trinning of slopes and disposing ofexcavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. |
| 60 | a) Soil |
| 61 | (b) Ordinary Rock |
| 62 | C) Hard Rock requiring blasting |
| 63 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 64 | (a) Hard Soil |
| 65 | (b) Ordinary Rock |
| 66 | (c) Hard Rock requiring blasting |
| 67 | 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 foundation and plinth. |
| 68 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 69 | (a)1 :11/2:3 |
| 70 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : |
| 71 | a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 72 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shutteringand reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 73 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 74 | (a) Cold twisted bars. |
| 75 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 76 | (a) Foundation, footings |
| 77 | (a) Walls |
| 78 | b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas ( 3.5 m height). |
| 79 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 80 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 81 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 82 | (a) cement and steel |
| 83 | i) From tinsukia to Roing,Plain road,105km |
| 84 | ii) From Roing to work site,259 km |
| 85 | (b) sand,agg etc |
| 86 | (i) Surfaced Road ,sand,agg etc,10 km |
| 87 | (ii) Unsurfaced Graveled Road,3 km |
| 88 | (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 89 | Desilting Tank |
| 90 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 91 | (a) Hard Soil |
| 92 | (b) Ordinary Rock |
| 93 | (c) Hard Rock requiring blasting |
| 94 | 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 and shuttering in foundation and plinth. |
| 95 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 96 | (a)1 :11/ 2 :3 |
| 97 | Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :- |
| 98 | a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 99 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 100 | (a) Cold twisted bars. |
| 101 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 102 | (a) Foundation, footings |
| 103 | (a) Walls |
| 104 | Silt flushing pipe 450 mm dia. |
| 105 | Providing fixing sluice valve 450 mm dia |
| 106 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 107 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 108 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 109 | (a) cement and steel |
| 110 | i) From tinsukia to Roing,Plain road,105km |
| 111 | ii) From Roing to work site,259 km |
| 112 | (b) sand,agg etc |
| 113 | (i) Surfaced Road ,sand,agg etc,10 km |
| 114 | (ii) Unsurfaced Graveled Road,3 km |
| 115 | (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 116 | Power channel(Ch. 0.00m to 1208 .00m) |
| 117 | Earthwork in excavationby mannual means in cutting,trinning of slopes and disposing ofexcavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. |
| 118 | a)Soil |
| 119 | (b) Ordinary Rock |
| 120 | C) Hard Rock requiring blasting |
| 121 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 122 | (a) Hard Soil |
| 123 | (b) Ordinary Rock |
| 124 | (c) Hard Rock requiring blasting |
| 125 | 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 and shuttering in foundation and plinth. |
| 126 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 127 | (a)1 : 1.5 : 3 |
| 128 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : |
| 129 | a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 130 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 131 | (a) Cold twisted bars. |
| 132 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 133 | (a) Foundation, footings |
| 134 | (a) Walls |
| 135 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 136 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 137 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 138 | (a) cement and steel |
| 139 | i) From tinsukia to Roing,Plain road,105km |
| 140 | ii) From Roing to work site,259 km |
| 141 | (b) sand,agg etc |
| 142 | (i) Surfaced Road ,sand,agg etc,10 km |
| 143 | (ii) Unsurfaced Graveled Road,3 km |
| 144 | (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 145 | Forebay Tank & Spillway |
| 146 | Earthwork in excavationby mannual means in cutting,trinning of slopes and disposing ofexcavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. |
| 147 | a) Ordinary soil Soil |
| 148 | (b) Ordinary Rock |
| 149 | C) Hard Rock requiring blasting |
| 150 | Earth work in excavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 151 | b) Hard Soil |
| 152 | c) Ordinary Rock (with or without blasting) |
| 153 | d) Hard Rock requiring blasting |
| 154 | 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 and shuttering in foundation and plinth. |
| 155 | Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:- |
| 156 | (a)1 : 1.5 : 3 |
| 157 | Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :- |
| 158 | (a)1 : 1.5 : 3 |
| 159 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 160 | (a) Cold twisted bars. |
| 161 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 162 | (a) Foundation, footings |
| 163 | (a) Walls |
| 164 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 165 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 166 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 167 | (a) cement and steel |
| 168 | i) From tinsukia to Roing,Plain road,105km |
| 169 | ii) From Roing to work site,259 km |
| 170 | (b) sand,agg etc |
| 171 | (i) Surfaced Road ,sand,agg etc,10 km |
| 172 | (ii) Unsurfaced Graveled Road,3 km |
| 173 | (iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 174 | Power House |
| 175 | Excavation in Soil by Manual Means . |
| 176 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 177 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 178 | (a)ordinary Soil |
| 179 | (b) Hard soil |
| 180 | (b) Ordinary Rock |
| 181 | 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 foundation and plinth. |
| 182 | a) Foundations and plinth |
| 183 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 184 | (a) Walls |
| 185 | (b) Foundation, footings |
| 186 | c) Lintel beam. |
| 187 | e) Column, pillars, posts and struts etc. |
| 188 | f) suspended floor |
| 189 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : |
| 190 | b) Walls including attached buttresses, pilasters and their caps andbases and string courses etc. up to floor two level. |
| 191 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) blocks in cement mortar 1 : 5 (1 cement : 5 fine sand) in foundations and plinth. |
| 192 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : |
| 193 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 194 | 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. |
| 195 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 196 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 197 | 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. |
| 198 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 199 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 200 | b) Cold twisted bars. |
| 201 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 202 | 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. |
| 203 | c) 75 mm thick |
| 204 | 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. |
| 205 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 206 | 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. |
| 207 | b) 0.63 mm thick GI sheet |
| 208 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of the top cover and spring. |
| 209 | Providing and fixing 27.5 cm long wire spring grade No.2 for rolling shutters. |
| 210 | Providing and fixing top cover for rolling shutters. |
| 211 | Providing and fixing ball bearing for rolling shutters. |
| 212 | 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. |
| 213 | b) 0.63 mm thick GI sheet |
| 214 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 215 | a) 38mm thick best available local wood class - B I |
| 216 | Applying priming coat of a mixture of red lead raw linseed oil and turpentine oil in the ratio of 2.80 Kg : 1 Litre : 1 Litre on wood work complete. |
| 217 | 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. |
| 218 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 219 | a) 300 x 16 mm |
| 220 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete. |
| 221 | b) 250 x 10 mm |
| 222 | c) 150 x 10 mm |
| 223 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 224 | b) 100 mm |
| 225 | 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. |
| 226 | b) Ornamental grill. |
| 227 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 228 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
| 229 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 230 | 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. |
| 231 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 232 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 233 | a) Long Pan pattern WC pan |
| 234 | Providing & fixing a pair of White vitreous china foot rest of standred pattern for squatting Pan WC |
| 235 | 240 x 130x 30mm |
| 236 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 237 | a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 238 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 239 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. (100mm dia) |
| 240 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 241 | Carriage of Materials |
| 242 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 243 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 244 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 245 | (a) cement and steel |
| 246 | i) From tinsukia to Roing,Plain road,105km |
| 247 | ii) From Roing to work site,275 km |
| 248 | (b) sand,agg etc |
| 249 | (i) Surfaced Road ,sand,agg etc,8 km |
| 250 | (ii) Unsurfaced Graveled Road,2 km |
| 251 | (iii) Track in River Bed/Nallah Bed and Choe Bed.,1 KM |
| 252 | Tail Race |
| 253 | 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.) |
| 254 | a) Hard Soil |
| 255 | b) Ordinary Rock (Manual MeansDepth upto 3 m) |
| 256 | c) Hard Rock requiring blasting(Manual Means) |
| 257 | Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 258 | (a) Hard Soil |
| 259 | (b) Ordinary Rock |
| 260 | (c) Hard Rock requiring blasting |
| 261 | 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 and shuttering in foundation and plinth. |
| 262 | a) Foundations and plinth |
| 263 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : |
| 264 | a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 265 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : |
| 266 | a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 267 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 268 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 269 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 270 | Reinforcement for RCC work including bending binding and placing in position complete. |
| 271 | (a) Cold twisted bars. |
| 272 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 273 | Loading and Unloading of Cement / Steel / Structural Steeletc, by Manual Means and Stacking for hill roads. |
| 274 | Cost of Haulage Excluding Loading and Unloading and stacking on hill roads . |
| 275 | (a) cement and steel |
| 276 | i) From tinsukia to Roing,Plain road,105km |
| 277 | ii) From Roing to work site,275 km |
| 278 | (b) sand,agg etc |
| 279 | (i) Surfaced Road ,sand,agg etc,8 km |
| 280 | (ii) Unsurfaced Graveled Road,2.2 km |
| 281 | (iii) Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
