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| 1 | Sub-Head(I) :- SITE DEVELOPMENT |
| 2 | 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. |
| 3 | Sub-Head(II) :- RCC STRUCTURE (G+2) HOSTEL BUILDING |
| 4 | Clearing Grass and Removal of Rubbish |
| 5 | Earth work 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 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. |
| 6 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. |
| 7 | A) Rubble stone laid in cement mortar 1:3 |
| 8 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete |
| 9 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 10 | 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. |
| 11 | 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 |
| 12 | a) Foundations and plinth |
| 13 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 14 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 15 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 16 | 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 |
| 17 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 18 | 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. |
| 19 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 20 | 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). |
| 21 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 22 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 23 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 24 | Centring and shuttering including strutting, propping etc and removal of form work for |
| 25 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 26 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 27 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 28 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 29 | e) Column, pillars, posts and struts etc. |
| 30 | f) Stairs (excluding landings) except spiral stair cases. |
| 31 | Providing and laying up to floor two level reinforced cement concrete in kerbs, steps and the like 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 smooth and even surface including centring and shuttering etc but excluding cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 32 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 33 | b) Tar/TMT steel |
| 34 | Extra for laying Reinforced Cement Concrete in or under foul position. |
| 35 | Brick work with best available local bricks infoundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 36 | Extra for brick work with best available local bricks superstructure above plinth level up to floor two level |
| 37 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1cement :3 coarse sand) in foundation and plinth. |
| 38 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 39 | 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 |
| 40 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 41 | a) 38mm thick best available local wood class - B I |
| 42 | Providing and fixing MS round or square bars at required spacing in wooden frames of windows and clerestory windows. |
| 43 | Providing and fixing ironpressed butt hinges bright finished with necessary screws etc complete. |
| 44 | a) 125 x 65 x 2.12 mm |
| 45 | Providing and fixing Iron T-hinges bright finished or and black enamelled with necessary screws etc complete. |
| 46 | a) 300 x 115 x 2.24 mm |
| 47 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. |
| 48 | a) 300 x 16 mm |
| 49 | Providing and fixing MS door latch with necessary screws etc complete |
| 50 | a) 300 x 20 x 6 mm |
| 51 | Providing and fixing MS handles with necessary screws etc complete. |
| 52 | a) 125 mm |
| 53 | Providing and fixing MS Hooks and Eyes. |
| 54 | a) 300 mm |
| 55 | Cement concrete flooring1:2:4 (1cement :2coarse sand:4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. |
| 56 | c) 75 mm thick |
| 57 | Cement plaster skirting (upto 30cm height) with cement mortar1:3 (1cement :3coarse sand) finished witha floatingcoat of neat cement, including roundingof junctionswith floor. |
| 58 | b) 21 mm thick |
| 59 | Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete: |
| 60 | a) Light shades using white cement |
| 61 | Extra, if cut tiles other than half tiles are used in risers of steps skirting and dado. |
| 62 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) |
| 63 | 15 Neat cement punning. |
| 64 | Extra for plaster to ceiling above 5m height from floor level for every additional height of one metre or part there-of. |
| 65 | Pointing on brick work with cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 66 | b) Ruled pointing |
| 67 | Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete. |
| 68 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work |
| 69 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 70 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 71 | Interior Walls : Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 72 | Supplying and fixing glass panes with putty and nails including removal of broken glass panes where necessary. |
| 73 | b) Glass panes 3 mm thick and area 0.1 Sq.m. each |
| 74 | Supplying and fixing new wooden fillets wherever necessary |
| 75 | a) 1st class wood fillets |
| 76 | 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. |
| 77 | 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. |
| 78 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 79 | a) 15 mm nominal bore |
| 80 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work) |
| 81 | b) 20 mm nominal bore |
| 82 | Providing and fixing brass bib cock of approved quality. |
| 83 | a)15 mm nominal bore |
| 84 | Providing and fixing brass stop cock of approved quality. |
| 85 | b) 20 mm nominal bore |
| 86 | Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. |
| 87 | a) WC pan with white plastic seat and lid |
| 88 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete |
| 89 | a) 250 x 130 x 30 mm |
| 90 | Providing and fixing Labouratory sink including making all connection excluding cost of fittings |
| 91 | a) White vitreous china sink 600x400x200 mm |
| 92 | Providing and fixing CP Brass Chain and rubber plug complete for sink or wash basins. |
| 93 | Providing and fixing rubber plug for sink or wash basin. |
| 94 | Providing and fixing CP brass waste for wash basins and sinks. |
| 95 | a) 32 mm dia |
| 96 | Providing and fixing Lift with power operated center opening doors and AC Variable voltage and variable frequency control (Passenger Lift) Schindler 3000 Series, 8 Pax, 3 Stop Lift. |
| 97 | Providing and fixing on wall face asbestos cement soil,waste and vent pipes including jointing with spun yarn soaked in bitumen and cement mortar 1:2(1cement :2coarse sand) complete. |
| 98 | a) 100 mm dia |
| 99 | Loading and Unloading of Stone Boulder /Stone aggregates/ Sand/ Kanker/ Moorum/ Lime/Shingle /Earth/ Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 100 | Cost of Haulage Excluding Loading and Unloading |
| 101 | (i) Surfaced Road (40 km) |
| 102 | (ii) Unsurfaced Graveled Road (9 km) |
| 103 | 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. |
| 104 | Carriage of Materials like cement and steel from Balipara to Bomdila by mechanical means lead upto 130.00 km. |
| 105 | (i) Surfaced Road (Balipara to Bomdila 130 km) |
| 106 | Carriage of material like cement, Sand, steel Aggregate, boulder etc. by head load from road point to work site lead upto 0.110 km |
| 107 | Sub-Head(II) :- COMPOUND WALL |
| 108 | Earth work 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 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 |
| 109 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including rammingand watering etc. complete. |
| 110 | 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 |
| 111 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 112 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 113 | 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. |
| 114 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 115 | 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. |
| 116 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 117 | Reinforcement of RCC work including bending, binding and placing in position complete |
| 118 | b) Tar/TMT steel |
| 119 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 120 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 121 | e) Column, pillars, posts and struts etc. |
| 122 | d) Lintels, beams, girders, bressumers and cantilevers etc |
| 123 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 124 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 125 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead pain |
| 126 | b) In Tees, Angles, Flats and Channels |
| 127 | Providing barbed wire 3 nos horizontally and 2 nos Hexagonal. |
| 128 | i) Mild steel Barbed wire |
| 129 | Loading and Unloading of Cement or Steel by Manual Means and stacking. |
| 130 | Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. |
| 131 | Carriage of Materials like cement and steel from Balipara to Bomdila by mechanical means lead upto 130.00 km. |
| 132 | Carriage of Materials like sand and aggregate from quarry to work site by mechanical means lead upto 49.00 km. |
| 133 | Carriage of material from road point to work site by head load lead upto 0.11 km |
| 134 | Sub-Head(III) :- INSTALLATION OF ELECTRIFICATIONS |
| 135 | SSH - I (WIRING) |
| 136 | Wiring for lightpoint with 1.5 sq.mm PVC insulated alluminium conductor cable in surface conduiti/c painting etc. as reqd. |
| 137 | a) Short Point |
| 138 | b) Medium Point |
| 139 | c) Long Point |
| 140 | Wiring for fan point with 1.5 sq.mm PVC insulated alluminium conductor cable in surface conduiti/c painting etc. as reqd. |
| 141 | c) Long Point |
| 142 | Wiring for Exaust fan point with1.5 sq.mm PVC insulated alluminium conductor cable in surface conduiti/c painting etc. as reqd. |
| 143 | c) Long Point |
| 144 | Wiring for 3 pin 5 amp. Plug point with1.5 sq.mm PVC insulated alluminium conductor cable in surfacei/c providing and fixing of 3 pin5 amp. Socket outlet and 5 amp. Tumbler/ piano type switch the third pin. |
| 145 | a) Short Point |
| 146 | Wiring for twin control lightpoint with1.5 sq.mm PVC insulated alluminium conductor cable in surface conduit with 2-way 5 amp. Tumbler/ piano type switchi/c painting etc as reqd. |
| 147 | a) Short Point |
| 148 | b) Medium Point |
| 149 | c) Long Point |
| 150 | Wiring for 3 pin 15 amp. Plug point with4 sq.mm PVC insulated alluminium conductor cable in surface conduit i/c providing and fixing of 3 pin15 amp. Socket outlet and 15 amp. Tumbler switchearthing the third pin, painting etc as reqd.. |
| 151 | c) Long Point |
| 152 | Wiring for submain with 2x2 1.5 sq.mm PVC insulated alluminium conductor core cable in surface conduit i/c painting etc as reqd.. |
| 153 | Wiring for circuit wiring with 2x 1.5 sq.mm PVC insulated alluminium conductor core cable in surface conduit i/c painting etc as reqd.. |
| 154 | Supplying and fixing of 19/20 mm PVC conduit alongwith the accessories on surface i/c painting etc. as reqd. |
| 155 | Supplying and fixing of 25 mm conduit alongwith the accessories on surface i/c painting etc. as reqd. |
| 156 | Supplying and drawing 5x1.5 sq.mmPVC insulated allu. Conductor single core cable in existing surface recessed conduit as reqd. |
| 157 | Installation,testing & commissioning of ceiling fan & regulator i/c within the down rod of standard length (upto 30 cm)etc. as reqd. |
| 158 | Extra for cutting of G.I. PIPE HEAVY GAUGE DOWN ROD FOR CEILING FAN ETC AS REQD. |
| 159 | Supplying extra down rod of 10 cm long G.I. pipe dia heavy gauge i/c painting extra as reqd. |
| 160 | Carriage of ceiling fan/exaust fan & regulator from store to site as reqd. |
| 161 | Numbering of ceiling fan/exaust fan as reqd. |
| 162 | SSH - II (FITTINGS) |
| 163 | Supplying & fixing of 5 amp. Switch on the existing wooden board i/c connection as reqd. |
| 164 | Supplying & fixing of 15 amp. tumbler Switch on the existing wooden board i/c connection as reqd. |
| 165 | Supplying & fixing of 3 PIN 5 Amp. Socket outlet on the existing wooden board i/c connection as reqd. |
| 166 | Supplying & fixing of 3 PIN 15 Amp. Socket outlet on the existing wooden board i/c connection as reqd. |
| 167 | Supplying & fixing of ceiling rose on the existing wooden board i/c connection as reqd. |
| 168 | Supplying & fixing of brass batten angle holder i/c connection as reqd. |
| 169 | Supplying & fixing ofFANCY WALL BRACKET OF ANODIZING ALLU. 12 MM DIA PIPEfixed on 3 mm thick 170x40 mm painted MS plate with brass bracket holder copet with as reqd. |
| 170 | Errection of wall bracket compet with all accessories i/c connection as reqd. |
| 171 | Supplying & fixing of bulk head fitting suitable for 100w lamp compet with accessories i/c connection as reqd. |
| 172 | Errection of bulk head fittingcompet with accessories i/c connection as reqd. |
| 173 | Supplying & fixing of 1400 mm sweep AC ceiling fan complete with 30 mm rod complet with canopin , blade ,regulator suitable for 250/240V 50 hz 1 ph. For AC supplying complete as reqd. |
| 174 | Tube light fitting with all accessaries (fancy type) |
| 175 | Supplying & fixing of call ball & call push. |
| 176 | SSH - III (DISTRIBUTION BOARD) |
| 177 | Providing & fixing300x 400mm nominal size within permissible variation of minus 5 mm in size iron clad board complete & with looking arrangement and painting etc as reqd. |
| 178 | Providing & fixing15 amp. Metal clad SP &N switch fuse unit 240/250V with re-wireable fuse i/c drilling holes on the board connection, earthing the body etc as reqd. |
| 179 | Providing & fixingof 4wayMetal clad DB 24O/250V 15A per way i/c drilling holes on the board connection, earthing the body etc as reqd.(Re-wireable type) |
| 180 | Wooden board SNMICA. |
| 181 | a)4\"x4\" |
| 182 | b)7\"x4\" |
| 183 | c)10\"x8\" |
| 184 | d)18\"x12\" |
| 185 | e)Fan clamp |
| 186 | SSH - IV (SERVICE CONNECTION) |
| 187 | Supplying of 1 phase energy meter. |
| 188 | Supplying of G.I pipe 40 mm dia for 3.2 mtr long for houseservice (bracket complete with bend & clamps).3 phase energy meter. |
| 189 | 6 sqmm WPTC |
| 190 | SSH - V (EARTHING) |
| 191 | Earthing G.I Pipeearth plate 600mmx600mmx3mm thick i/c accessaries & providing mansory inclusures with cover plate having locking arrangement & watering pipe etc.(But without charcoal or coke salt) complete as reqd. |
| 192 | Errection of charcaol |
| 193 | Providing & fixingof 25x5mm G.I Strip in 40 mm G.I Pipe. |
| 194 | 40 mm dia GI Pipe for earth electrode as reqd. |
| 195 | Charcoal |
| 196 | Salt |
| 197 | Sub-Head (VI) :- PROCUREMENT OF FURNITURE & INSTALLATION OF CC TV |
| 198 | Milton water filter |
| 199 | Computer table |
| 200 | Computer chair |
| 201 | Ink tank colour printer Epson |
| 202 | Desktop computer |
| 203 | Almirah with locker |
| 204 | UPS for computer |
| 205 | King size bed |
| 206 | CCTV Camera |
| 207 | CCTV Camera installation charges |
| 208 | Dining Table & Chairs |
| 209 | Chair |
| 210 | Table reading |
| 211 | Fire extinguiser |
| 212 | Sub-Head (VI) :- INTERNAL FOOT PATH |
| 213 | Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction. |
| 214 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 215 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 216 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 217 | a) Foundation, footings, bases of columns etc. and mass concrete |
| 218 | Loadingandunloadingofstoneboulder / stoneaggregates /sand/ kanker / moorum. (Placing tipper at loadingpoint, loadingwith front end loader, dumping, turning for return trip, excluding time for haulage and return trip) |
| 219 | Loading and Unloading of Cement or Steel by Manual Means and stacking. |
| 220 | Carriage of materials like cement and steel from Balipara to nearby road side lead upto 130 km |
| 221 | Carriage of materials like sand and aggregate from Dirang to nearby road of worksite lead upto 49 km |
| 222 | Carriage of materials like cement, steel, sand and aggregate by manual means lead upto 0.11 km |
| 223 | Sub-Head (VII) :- WATER STORAGE TANK |
| 224 | 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 |
| 225 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 226 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 227 | 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 : |
| 228 | a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 229 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 230 | b) Tar/TMT steel |
| 231 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 232 | a) Foundation, footings, bases of columns etc. and mass concrete |
| 233 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 234 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 235 | Neat cement punning. |
| 236 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). |
| 237 | Inlet Pipe |
| 238 | j) 150 mm nominal bore |
| 239 | Outlet/Supply Pipe |
| 240 | i) 100 mm nominal bore |
| 241 | Providing and fixing brass full way valve with wheel of approved quality. |
| 242 | f) 100 mm nominal bore |
| 243 | Loading and unloading of Material like Cement and Steel by manual means |
| 244 | Loading and unloading of Material like Sand, Aggregate and Boulder by manual means |
| 245 | Carriage of material like cement, GI Pipe and steel from Balipara to Bomdila road site lead upto 130 km |
| 246 | Carriage of material likeSand, and aggregate from Dirang to work site lead upto 49 km |
| 247 | Carriage of material from road point to work site by head load lead upto 0.11 km |
