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| 1 | (SH: Site Development) |
| 2 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness)a) In area of thorny jungle |
| 3 | Excavation in Hilly Area in Ordinary Rock by Manual MeansExcavation inHilly Area in Ordinary Rock by Mechanical Means not Required Blasting including cutting and trimming of side slopes and disposal of cut material with all lift and lead upto 1000 metres. |
| 4 | Disposal of excavated earth on barren valley side. |
| 5 | SH : 2 : (SH: Multipurpose Hall)SH: Earth Work |
| 6 | 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. |
| 7 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete. |
| 10 | SH: Cement Concrete Work |
| 11 | 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. |
| 12 | 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 an shuttering in: Foundation |
| 13 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5mm nominal size). |
| 14 | SH: RCC Work |
| 15 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : 1 :1.5 :3 (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. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 17 | 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 18 | 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). |
| 19 | Extra rate for Reinforced Cement Concrete using 12.50mm nominal gauge aggregate instead of 20mm nominal gauge stone aggregate |
| 20 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 21 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 22 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 23 | d) Column, pillars, posts and struts etc. |
| 24 | e) Suspended floor, chajja, cantiliver |
| 25 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 26 | SH: Brick Work |
| 27 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 28 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level |
| 29 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 30 | Extra for half brick masonary in superstructure above floor two level. |
| 31 | SH: Wood Work |
| 32 | 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. |
| 33 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.a) 38mm thick best available local wood class - B I |
| 34 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 35 | 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 |
| 36 | Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete.A) Timber class - A IV |
| 37 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. a) 300 x 16 mm |
| 38 | b) 250x16mm |
| 39 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250x10mm |
| 40 | b) 150x10mm |
| 41 | Providing and fixing MS handles with necessary screws etc complete.A)125mm |
| 42 | b) 100mm |
| 43 | Providing and fixing MS Hooks and Eyes.300mm |
| 44 | SH: Steel Work |
| 45 | 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. |
| 46 | 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). |
| 47 | Weilding by electric plant |
| 48 | SH: Flooring Work |
| 49 | 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. a) 40mm thick |
| 50 | 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 |
| 51 | 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 12 mm thick bed of cement mortar1:3(1cement:3coarsesand), including grouting the joint with white cement & matching pigments etc. complete.b) Size of Tile 600x600 mm |
| 52 | SH: Roofing Work |
| 53 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses |
| 54 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by themanufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 55 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mmthick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mmcentre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board toceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of theboard with recommended jointing compound , jointing tapes , finishing with jointing compoundin 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable forboard, all as per manufacturer\"s specification and also including the cost of making openingsfor light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed,all complete as per drawings, specification and direction of the Engineer in Charge butexcluding the cost of painting with : |
| 56 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS Certification marks) |
| 57 | Providing and fixing on wall face C.I/PVC 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).a) 100 mm diameter pipe |
| 58 | Providing and fixing on wall face C.I/PVC 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). CI/PVC Plain benda) 100 mm diameter |
| 59 | SH: FINISHING |
| 60 | 12 mm cement plaster 1 : 5(1 cement : 5 fine sand) |
| 61 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 62 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 63 | Applying one coat of wall putty of approved brand and manufacture on wall surface. |
| 64 | Distempering (two or more coats) with oil bound washable distemper of approved brand and anufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 65 | 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. |
| 66 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 67 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 68 | 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. |
| 69 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 70 | SH: Miscellaneous |
| 71 | 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. |
| 72 | SH: Drain |
| 73 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 74 | Internal Wiring on Building Portion |
| 75 | External Electrical Service Connection |
| 76 | SH: C C Pavement |
| 77 | 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.) |
| 78 | 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. |
| 79 | 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) 401 )(i) for grading- I Material |
| 80 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 81 | 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. ) |
