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| 1 | A. SUB-HEAD:- BOUNDARY WALL |
| 2 | 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. |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 4 | 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 : |
| 5 | a) Foundations and plinth |
| 6 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 7 | a)M-20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 8 | 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. |
| 9 | a) M- 20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 10 | 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. |
| 11 | a) M-20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 13 | a) Cold twisted bars. |
| 14 | Centering and shuttering including strutting, propping etc and removal of form work for : |
| 15 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 16 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 17 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 18 | e) Column, pillars, posts and struts etc. |
| 19 | 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 : 3 (1 cement : 3 fine sand) in foundations and plinth. |
| 20 | Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level. |
| 21 | 12 mm cement plaster 1 : 4(1 cement : 4 fine sand). |
| 22 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 23 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 24 | Providing and fixing M.S Grill on the top of wall. |
| 25 | Loading & Unloading Sand & Aggregate by manual means. |
| 26 | Loading & Unloading Cement & Steel by manual means. |
| 27 | Cost of haulage excluding loading & unloading for sand & aggregate. |
| 28 | a) Sand & Aggregate |
| 29 | (a) Surface road (5 Km @ 10.50 Mt/Km = ₹. 52.50/MT) |
| 30 | (b) Gravelled road (5 Km @ 7.40 Mt/Km = ₹. 63.50/MT) |
| 31 | (c) Katcha road (30 Km @ 25.50 MT/Km = ₹. 765.00/MT) |
| 32 | B) Cement & Steel. |
| 33 | (a-1) Surface road (Plane road from Tinsukia 105 Km @ 7.40 Mt/Km = ₹. 777.00/MT) |
| 34 | (a-2) Surface road (Hill road 120 Km @ 10.50 Mt/Km = ₹. 1260.00/MT) |
| 35 | (b) Gravelled road (70 Km @ 12.70 Mt/Km = ₹. 889.00/MT) |
| 36 | (c) Kutcha road (40 Km @ 25.50 MT/Km = ₹. 1020.00/MT) |
| 37 | B. SUB-HEAD:- M/S GATE |
| 38 | Earth work in excavation in foundation and trenches etc. in soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m. |
| 39 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 40 | 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 an shuttering in: |
| 41 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 42 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 43 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 44 | 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. |
| 45 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 46 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 47 | a) Fondation footing |
| 48 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 49 | e) Column, pillars, posts and struts etc. |
| 50 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 51 | a) Tor/TMT Steel. |
| 52 | 12mm plastering in 1:4 CM |
| 53 | Applying one coat of cement primer of approved brand and manufacture on wall surface |
| 54 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 55 | Cattle Trap and steel gate |
| 56 | Loading & Unloading Sand & Aggregate by manual means. |
| 57 | Loading & Unloading Cement & Steel by manual means. |
| 58 | Cost of haulage excluding loading & unloading for sand & aggregate. |
| 59 | a) Sand & Aggregate |
| 60 | (a) Surface road (5 Km @ 10.50 Mt/Km = ₹. 52.50/MT) |
| 61 | (b) Gravelled road (5 Km @ 7.40 Mt/Km = ₹. 63.50/MT) |
| 62 | (c) Katcha road (30 Km @ 25.50 MT/Km = ₹. 765.00/MT) |
| 63 | B) Cement & Steel. |
| 64 | (a-1) Surface road (Plane road from Tinsukia 105 Km @ 7.40 Mt/Km = ₹. 777.00/MT) |
| 65 | (a-2) Surface road (Hill road 120 Km @ 10.50 Mt/Km = ₹. 1260.00/MT) |
| 66 | (b) Gravelled road (70 Km @ 12.70 Mt/Km = ₹. 889.00/MT) |
| 67 | (c) Kutcha road (40 Km @ 25.50 MT/Km = ₹. 1020.00/MT) |
| 68 | C. CUB MAINTENANCE & REPAIRS |
| 69 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on old work to give an even shade. |
| 70 | Painting two or more coats on GI sheets with superior ready mixed paint of approved brand and manufacture in white, grey or green shades on new work to give an even shade. |
| 71 | 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. |
| 72 | Providing and fixing Signage glow night time ( length=10 feet, height= 1feet ) |
| 73 | Upgradation of badminton Cord with Installation of 21mm sports air Crush teak wooden surface board with 53 to 90mm width and in random length tongue and groove shape after removing old existing wooden floorings complete |
| 74 | Providing & Laying, fitting-fixing Parking bricks 60mm Red Zig Zag Pavers |
| 75 | Installation of Solar light roof top Solar panels:- |
| 76 | (a). Inverter 10KVA/120 Volt (10000 Watt) |
| 77 | (b). Luminous 200 Volt Ah batteries |
| 78 | ©. Mono Solar panel, 585Watt |
| 79 | (d). Installation charges including installation items, wiring complete. |
| 80 | Procurement of Kirloskar Dg Set - Fuel Consumption: 32 Liter/Hour (L/Hr) |
| 81 | D. SUB-HEAD:- CONSTRUCTION OF DG ROOM |
| 82 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size 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. |
| 83 | 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. |
| 84 | (a) ordinary Soil |
| 85 | (b) Hard soil |
| 86 | 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. |
| 87 | a) Foundations and plinth |
| 88 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 89 | (a) Walls |
| 90 | (b) Foundation, footings |
| 91 | c) Lintel & beam. |
| 92 | d) Column, pillars, posts and struts etc. |
| 93 | e) suspended floor |
| 94 | 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 : |
| 95 | a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 96 | 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. |
| 97 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 98 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 99 | 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. |
| 100 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 101 | 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). |
| 102 | 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. |
| 103 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 104 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 105 | b) Cold twisted bars. |
| 106 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 107 | 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. |
| 108 | a) 75 mm thick |
| 109 | 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. |
| 110 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 111 | a) 38mm thick best available local wood class - B I |
| 112 | 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. |
| 113 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 114 | a) 300 x 16 mm |
| 115 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 116 | a) 250 x 10 mm |
| 117 | b) 150 x 10 mm |
| 118 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 119 | a) 100 mm |
| 120 | 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. |
| 121 | a) Ornamental grill. |
| 122 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 123 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 124 | 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. |
| 125 | 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. |
| 126 | Carriage of Materials |
| 127 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 128 | Loading and Unloading of Cement / Steel / Structural Steel etc, by Manual Means and Stacking for hill roads. |
| 129 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 130 | (a) cement and steel |
| 131 | i) From tinsukia to Roing,Plain road,105km |
| 132 | ii) From Roing to work site,265 km |
| 133 | (b) sand,agg etc |
| 134 | (i) Surfaced Road ,sand,agg etc,9 km |
| 135 | (ii) Unsurfaced Graveled Road,3 km |
| 136 | (iii) Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 137 | E. SUB-HEAD:- EXTENSION OF HALL |
| 138 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size 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. |
| 139 | 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. |
| 140 | (a) ordinary Soil |
| 141 | (b) Hard soil |
| 142 | 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. |
| 143 | a) Foundations and plinth |
| 144 | Centring and shuttering including strutting propping etc. and removal of form work for, |
| 145 | (a) Walls |
| 146 | (b) Foundation, footings |
| 147 | c) Lintel & beam. |
| 148 | e) Column, pillars, posts and struts etc. |
| 149 | f) suspended floor |
| 150 | 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 : |
| 151 | a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 152 | 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. |
| 153 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 154 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 155 | 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. |
| 156 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 157 | 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). |
| 158 | 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. |
| 159 | (M20) 1 : 1.5 : 3 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 160 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 161 | b) Cold twisted bars. |
| 162 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 163 | 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. |
| 164 | c) 75 mm thick |
| 165 | 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. |
| 166 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 167 | a) 38mm thick best available local wood class - B I |
| 168 | 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. |
| 169 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 170 | a) 300 x 16 mm |
| 171 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 172 | b) 250 x 10 mm |
| 173 | c) 150 x 10 mm |
| 174 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 175 | b) 100 mm |
| 176 | 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. |
| 177 | a) Ornamental grill. |
| 178 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 179 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 180 | 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. |
| 181 | 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. |
| 182 | Carriage of Materials |
| 183 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand etc by Manual Means for hill roads. |
| 184 | Loading and Unloading of Cement / Steel / Structural Steel etc, by Manual Means and Stacking for hill roads. |
| 185 | Cost of Haulage Excluding Loading and Unloading and stackingon hill roads . |
| 186 | (a) cement and steel |
| 187 | i) From tinsukia to Roing,Plain road,105km |
| 188 | ii) From Roing to work site,265 km |
| 189 | (b) sand,agg etc |
| 190 | (i) Surfaced Road ,sand,agg etc,9 km |
| 191 | (ii) Unsurfaced Graveled Road,3 km |
| 192 | (iii) Track in River Bed/Nallah Bed and Choe Bed.,2 KM |
| 193 | F. SUB-HEAD TOILET |
| 194 | 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. |
| 195 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 196 | Providing and laying damp proof course 25mm thick with cement conrete 1:2:4:(1 cement :2 coarse sand : 4 stone aggregate 12.5 mm nominal size). |
| 197 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 198 | 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). |
| 199 | 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.(a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 200 | 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 aggregate 20 mm nominal size). |
| 201 | Reinforcement of RCC work including bending,binding and placing in position complete. |
| 202 | Cold Twisted bar |
| 203 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 204 | Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete. |
| 205 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 206 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 207 | White washing with lime on new work (two or more coats) to give an even shade. |
| 208 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 209 | a) 15mm nominal bore |
| 210 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore(Jaqar vintage). |
| 211 | 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. |
| 212 | Orissa Pattern Wc Pan |
| 213 | Providing and fixing 100 mm sand cast iron grating for gulley,floors or nahni trap. |
| 214 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 215 | 100 x 100 x 100 mm |
| 216 | 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. |
| 217 | 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. |
| 218 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses,plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size). |
| 219 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 220 | 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 aggregate 20 mm nominal size). |
| 221 | Reinforcement of RCC work including bending,binding and placing in position complete. |
| 222 | b) Cold twisted bars. |
| 223 | Centering and shuttering including strutting,propping etc and removal of form work for: |
| 224 | a) walls |
| 225 | a) S/floor |
| 226 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 227 | Providing and fixing sand cast iron/cast iron (spun ) soil,waste and vent pipes 75mm Dia pipe |
| 228 | Providing and fixing sand cast iron heel rest sanitary bend. |
| 229 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.(a) 100 mm dia SW pipes Please Enable Macros to View BoQ information |