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| 1 | (SH:I EarthWork) |
| 2 | 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, 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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 3 | Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock. |
| 4 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 5 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 6 | (SH:II .C.C Work) |
| 7 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering. |
| 8 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone shingle 20 mm nominal size) excluding the cost of centring an shuttering in:b)Foundations and plinth |
| 9 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size). |
| 10 | (SH:III R.C.C Work) |
| 11 | Reinforced concrete work in foundations, footings, bases of columns etc.in :a) M20(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | 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). |
| 13 | 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). |
| 14 | 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). |
| 15 | 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). |
| 16 | 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). |
| 17 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 18 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 19 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 20 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 21 | e) Column, pillars, posts and struts etc. |
| 22 | f) Stairs (excluding landings) except spiral stair cases. |
| 23 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT Steel. |
| 24 | (SH:IV Brick Work) |
| 25 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 26 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 27 | Extra for brick work in superstructure above floor two level, per floor per Cum. (1% of rate of brickwork from plinth up to floor two level). |
| 28 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 29 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 30 | Extra for half brick masonary in superstructure above floor two level. (1% of rate of half brickwork from plinth up to floor two level) |
| 31 | Laying and Jointing PVC Pipe. Heading |
| 32 | Supplying & Erection of MS Doors, Windows and Ventilators, work in MS pipe & single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint including all fittings complete.b) In Pipes, Tees, Angles and Channels |
| 33 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 34 | Providing and fixing Aluminium frame with glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . 4.1) With float glass panes of 4.0 mm thickness. |
| 35 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 36 | 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. |
| 37 | (SH:VI Flooring) |
| 38 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., completeb) Size of Tile 600x600 mm |
| 39 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm |
| 40 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 41 | (SH: VIIRoofing) |
| 42 | Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).c) 150 mm diameter pipe |
| 43 | Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc.c) 150 mm diameter |
| 44 | Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement: 2 fine sand).(A) CI Plain bend c) 150 mm diameter |
| 45 | (C) CI Plain shoes c) 150 mm diameter |
| 46 | Laying and Jointing PVC Pipe. Heading |
| 47 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 48 | Neat Cement punning |
| 49 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 50 | 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. |
| 51 | Laying and Jointing PVC Pipe. Heading |
| 52 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work)a) 15 mm nominal bore |
| 53 | c) 25 mm nominal bore |
| 54 | Providing and fixing Two way bib tap of approved qualitya) 15 mm nominal bore |
| 55 | Providing and fixing brass stop cock of approved quality.a) 15 mm nominal bore |
| 56 | c) 25 mm nominal bore |
| 57 | Providing and fixing PVC connection pipe with brass union.a) 15 mm nominal bore |
| 58 | Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet.b) 150 mm dia |
| 59 | Providing 3000 ltr. Capacity plactic water tank including fixtures |
| 60 | (SH: XSanitary Installation) |
| 61 | 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.a) Long Pan patten WC Pan |
| 62 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap. |
| 63 | Providing and fixing sand cast iron heel rest sanitary bend.a) 100 mm dia |
| 64 | 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.a) 100x100x100 mm dia |
| 65 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100 mm dia |
| 66 | 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.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 67 | 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. |
| 68 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 69 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a)750 x 20 mm |
| 70 | 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. |
| 71 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg), cement concrete 1 : 4 : 8. |
| 72 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
| 73 | 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 |
| 74 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. a) 100 mm dia SW pipes |
| 75 | (SH: XIIMiscellaneous) |
| 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 | Providing and fixing 40 mm dia GI Pipe outlet in cement mortar 1 : 3 (1 cement : 3 fine sand) including cutting and making good the wall. |
| 78 | Providing and fixing clear 1.0 M high MS railing made out of MS flats and square bars with 40mm dia MS pipe hand rail on top as per approved design complete. |
| 79 | (SH: XIIICarriage Charge) |
| 80 | Cost of Haulage Including Loading and Unloadinga) Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. By manual means |
| 81 | b) Loading and unloading of Cement ,Steel,and CGI sheet By manual means |
| 82 | Cost of Haulage Excluding Loading and Unloading of Sanda) Surfaced Road (20 km from Simen Chapori Quarry @ Rs 13.30 tonne/km = Rs. 266.00/MT) |
| 83 | c) Katcha Track and Track in river bed / nallah bed and choe bed.(2 km @ 32.10 tonne/km = Rs. 64.20/MT) |
| 84 | Cost of Haulage Excluding Loading and Unloading of Agregatea) Surfaced Road (20 km from Simen Chapori Crusher Unit @ Rs 13.30 tonne/km = Rs. 266.00/MT) |
| 85 | Cost of Haulage Excluding Loading and Unloading of Cement, Steel & Bricka) Hill road (Silapathar to Site of Work =24 Km @ Rs.10.50 MT/Km = Rs. 319.20/MT |
| 86 | Sub -Head :- Site Development |
| 87 | Earthwork in excavation over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.m. on plan) including disposal of surplus excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed.(b) Hard Soil |
| 88 | (c) Ordinary Rock (With or without blasting) |
| 89 | Furniture as per Yard stick |
| 90 | Garden Chair |
| 91 | Centre Table |
| 92 | Dining Table |
| 93 | Dining Chair |
| 94 | Curtain rods with brackets |
| 95 | Curtains/blinds |
| 96 | Almirah |
| 97 | Double bed with mattress |
| 98 | Single bed with mattress |
