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| 1 | SH: Site Development |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)(ii) Girth from 600 mm to 900 mm |
| 3 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 4 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) |
| 5 | (SH:- C/o Material recover facility Building) |
| 6 | 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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 7 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :-a) Foundations and plinth |
| 8 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 9 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :-A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | 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) |
| 12 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 13 | e) Column, pillars, posts and struts etc |
| 14 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 15 | Reinforcement of RCC work including bending, binding and placing in position complete: b) Tar/TMT steel |
| 16 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 17 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 18 | 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. |
| 19 | 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.a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 20 | Supplying and fixing fully glazed shutters made out of best available hard wood for windows and clerestory windows using 7.50 Kg/Sq.m. 3 mm thick glass panes including applying one coat of approved wood primer.a) 35mm thick including anodized aluminium butt hinges, with necessary screws. |
| 21 | 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-A)Plain Grill |
| 22 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a)300 X 16 mm |
| 23 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete.a) Tower bolt 300 X 10 mm |
| 24 | b) Tower bolt 150 X 10 mm |
| 25 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.-[125mm] |
| 26 | 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., completeD) Size of Tile 1000x1000 mm |
| 27 | 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. |
| 28 | 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.-c) 75 mm thick |
| 29 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position |
| 30 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approvedquality with necessary nails etc.complete (frame work for base to be paid separately). |
| 31 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.a) Best local approved quality wood |
| 32 | 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 trussesa) 0.80 mm thick GI sheet |
| 33 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanisediron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete-a) 0.80 mm thick GI sheet |
| 34 | 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). |
| 35 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 36 | Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of0.7 Kg : 0.7 Kg : 1 Litre on wood work complete. |
| 37 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 38 | 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. |
| 39 | White washing with lime on new work (two or more coats) to give an even shade. |
| 40 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat ofwhiting to give an even shade |
| 41 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand). |
| 42 | 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. |
| 43 | 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 |
| 44 | b) 20 mm nominal bore |
| 45 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).- a) 20 mm nominal bore |
| 46 | b) 32 mm nominal bore |
| 47 | f) 50 mm nominal bore |
| 48 | Providing and fixing brass bib cock of approved quality.- a) 15 mm nominal bore |
| 49 | Providing and fixing brass stop cock of approved quality.-a) 15 mm nominal bore |
| 50 | Providing and fixing brass full way valve with wheel of approved quality-a) 32 mm nominal bore |
| 51 | c) 50 mm nominal bore |
| 52 | 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 size |
| 53 | Providing and fixing toilet paper holder.a) CP Brass |
| 54 | Providing and fixing white vitreous china pedestal type (European type WC pan) water closet with seat and lid with CP brass hinges and rubber buffers, 12.5 Litres white vitreous china low-level flushing cistern with fittings and brackets 40 mm white porcelain in enamel led flush band, 20 mm over flow pipe with specials and mosquito proof coupling of approved municipal design complete including cutting and making good the walls and floors where required.- a) WC pan with white plastic seat and lid. |
| 55 | 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. |
| 56 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap. |
| 57 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.-a) 100 mm dia |
| 58 | Providing and fixing sand cast iron heel rest sanitary bend.-a) 100 mm dia |
| 59 | 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) 100 x 100 x 100 mm |
| 60 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.a) 100 mm inlet and 100 mm outlet |
| 61 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required.-a) Range of two urinals with 10 Litre CI automatic flushing cistern |
| 62 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.- a) 250 x 130 x 30 mm |
| 63 | Overhead tank (2000 litres) |
| 64 | Overhead tank stand (RCC) |
| 65 | Add for Carriage ofMaterials |
| 66 | Add Internal Electrical connection |
| 67 | Add internal water supply |
| 68 | SH :-C/o Septic Tank |
| 69 | 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, intoplinth, 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. |
| 70 | 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. |
| 71 | Half brick masonry (with best available local bricks)in cement mortar 1:3 (1cement : 3 coarse sand) in foundation and plinth. |
| 72 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 73 | 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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 74 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 75 | b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 76 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild Steel |
| 77 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 78 | Neat cement punning. |
| 79 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.- A) 100 mm dia. |
| 80 | 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 |
| 81 | Add Carrige charges |
| 82 | SH: C/O of Boundary Wall |
| 83 | 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, intoplinth, 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. |
| 84 | 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. |
| 85 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 86 | Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc. |
| 87 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 88 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 89 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :-b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 90 | 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.- b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 91 | 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.b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 92 | Brick work with best available local bricks in foundation and plinth in cement mortar 1.3( 1 cement :3 fine sand) |
| 93 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 94 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 95 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 96 | 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. |
| 97 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.b) in Tees, Angles and Channels |
| 98 | Providing and fixing G.I Barbed wire on the top of the wall |
| 99 | Add carriage charge |
| 100 | Sub-Head :- Const. UG Tank |
| 101 | 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, intoplinth, 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. |
| 102 | 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. |
| 103 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :-a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 104 | 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 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 105 | 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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 106 | Centring and shuttering including strutting, propping etc and removal of form work for :- a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 107 | b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 108 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 109 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 110 | Neat cement punning. |
| 111 | Add Carrige |
| 112 | SUB HEAD: C/o Internal Road |
| 113 | Granular Sub-base with Close Graded Material (Table:- 400-1)Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material |
| 114 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 115 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 116 | 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.) |
| 117 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. (ii) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 118 | Add Carrige charges |
| 119 | External water supply |
| 120 | External Electrification |
| 121 | Machinery Equipments for MRF |
| 122 | Plastic waste Shredder Machine |
| 123 | 18 Inches Single Shaft Grinder |
| 124 | 50 MT Baler Machine |
