|
| 1 | (SH:Construction of Transit Quarter) |
| 2 | Earthwork |
| 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 5 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 6 | Cement Concrete Works |
| 7 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 8 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.21:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 11 | Form Works |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 13 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 14 | (b) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 15 | (c) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 16 | (d) Suspended floors, roofs, landings, balconies and access platform |
| 17 | (e) Edges of slab and breaks in floors and walls(i) under 20 cm wide |
| 18 | (f) Stairs,(excluding Landings) except spiral staircase |
| 19 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement including slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 20 | BRICK WORK |
| 21 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 22 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto floor V level in all shape and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 23 | WOOD WORKS |
| 24 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for seperately: Local best quality Uningthou wood(a) Local best quality Tolhao |
| 25 | Providing & fixing M.S. grills of required pattern in frames of windows, etc. with MS flats ,square or round bars, etc. including priming coat with approved steel primer all complete. |
| 26 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for seperately, all complete as per direction of Engineer-in-charge. |
| 27 | FINISHING |
| 28 | 12 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand) |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s 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 jointts with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 30 | Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, in skirting, riser of steps over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 31 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 32 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer |
| 33 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: Two or more coats applied @1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr/10 sqm. |
| 34 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 35 | Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats) |
| 36 | Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish |
| 37 | 15 mm cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 38 | Providing 40 x 5 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge). |
| 39 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.b)250 x 16 mm. |
| 40 | (a)250 x 16 mm |
| 41 | Providing & fixing aluminium handless, ISI marked, anodised (anodic coating not less than grade ac 10 asper IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete. a)125 mm. |
| 42 | (a)125 mm |
| 43 | SANITARY INSTALLATIONS |
| 44 | Providing and fixingwater closet squatting pan ( Indian type WC pan)with 100mm SCI Por S trap, 10 litrelow level white PVC flushing cistern, i/c flush pipe, manually,controlled device (handle lever) conforming to IS: 7231,with all fittings and fixures complete, i/ccutting and making good the walls & floors whereever required :(a) White Vitreeous chinaOrrissa Pattern W.C. pan of size 580 x 440mm with integral type foot rests. |
| 45 | Providing and fixing wash basin with C.l. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 16.7A.1. (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 46 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 16.9.1. Kitchen sink with drain board 16.9.1.1. 510x1040 mm bowl depth 250 mm |
| 47 | P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed. 160 mm |
| 48 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge. Internal work-Exposed on Wall a) 15 mm diameter |
| 49 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directon of Engineerin charge.(external work). c) 25 mm diameter |
| 50 | Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore |
| 51 | Providing and fixing brass stop cock of approved quality. |
| 52 | Providing and fixingPTMT towelrail complete with brackets fied to wooden cleats with CP brass screws with concealed fittings arrangementof approved qualityand colour 600 mm long towel rail with total length of 645mm,width 78 mm and effective height of 88 mm , weighing not less than 190 grams |
| 53 | Providing and fixing 600 x450 mm beveled edge mirror of superior glass( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete |
| 54 | Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore |
| 55 | Providing and Placing on terrace ( at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet ,ouletand overflow pipes but without fittings and the base support for tank |
| 56 | Providing and fixing 1 KW Capacity electric water pump of approved make(Crompton brand ) 0.37/0.50 KW/HP. |
| 57 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 58 | Providing & fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shadewith necessary screws etc. complete. ii)250 x 10 mm |
| 59 | Making plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) over 75 mm bed of dry bricks ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 60 | Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape …etc. |
| 61 | Providing and Fixing bright finished bras 100 mm mortice latch and lock with 6 levers and pair of lever handles with necessary screws,etc. complete (best make of approved quality). |
| 62 | Providing and fixing glazing in aluminium dooe, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. With float glass panes of 4.0 mm thickness. |
| 63 | Providing laying & compacting granular base/sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/ conforming to IRC-Grd-II of MOST specification free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness). |
| 64 | 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. |
| 65 | Providing and laying factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. i) 80mm thick |
| 66 | (SH:CONSTRUCTION OF WATER TANK) |
| 67 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 68 | All kinds of soil. |
| 69 | Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil. |
| 70 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 71 | Plain Cement Concrete Work |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering |
| 73 | 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 74 | Reinforced cement concrete work |
| 75 | Providing and laying inpositionready mixed plain cement concreteor site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixture in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,to improve ductility and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge; for the follwing grades of concrete. All works upto Plinth levelConcrete of M-25 grade with minimum cement content of330 kg/cum. |
| 76 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars |
| 77 | Shuttering Form Work |
| 78 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 79 | Foundation, footings, bases of columns etc. and mass concrete. |
| 80 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 81 | Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick. |
| 82 | (SH:CONSTRUCTION OF COMPOUND FENCING WALL AND STEEL GATE) |
| 83 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 84 | (i) All kinds of soil |
| 85 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level.a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 86 | Providing and laying in position specified grade of reinforced cement concrete,excluding cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.a)1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) |
| 87 | RCC work in walls ( any thickness), including attached pilasters, buttresses, plinth and string course, fillets, columns ,pillars , piers, abutment, posts and struts etc up to floor five level t excluding the cost of centering, shuttering, finishing and reinforcement in a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 88 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 89 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 90 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.(b) Thermo-Mechanically Treated Bars. |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 92 | a) Foundation footings, bases of columns etc, and mass concrete. |
| 93 | b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 94 | c) Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 95 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : (i) Cement mortar 1:6(1 cement: 6 coarse sand) |
| 96 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in\"(i) Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 97 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. |
| 98 | Supplying and fixing galvanised steel barbed wire. weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately). |
| 99 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand):(i) Flush / Ruled/ Struck or weathered pointing. |
| 100 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(a)Using flats 30x6mm for diagonal braces and central cross piece. |
| 101 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 102 | (i) Water thinnable cement primer |
| 103 | Finishing walls with water proofing cement paint of required shade :(i) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 104 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:(i) Two or more coats on new work over an under coat of suitableshade withordinary paint of approved brand and manufacture. |
| 105 | (SH:CONSTRUCTION OF INTERNAL DRAIN) |
| 106 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centreing and shuttering. All work upto plinth level 1:4:8 ( 1 cement: 4 coarse sand : 8 graded stobe agg 40 mm nominal size) |
| 108 | Cement concrete flooring 1:2:4(1cement:2 coarse sand4 coarse aggregate 20mm & down gauge) finished with a floating coat of neat cement including slurry,but excluding the cost of nosing of steps etc. complete,40 mm thick with 20mm nominal size stone aggregate. |
| 109 | Brick work with ist class common burnt clayFPS(non modular)bricks in foundation and plinth in: Cement mortar 1:4(1 cement:4 coarse sand) |
| 110 | (SH:CONSTRUCTION OF RETAINING WALL) |
| 111 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious mattcr, dressing of sides and bottom and backfilling with approved material. Mechanical means i) Depth upto 3 m |
| 112 | PCC 1:3:6 in foundation ( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. ) |
| 113 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A) PCC Grade M15 i) Height upto 5m |
| 114 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 115 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfring the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical sPecification |
