Tender For Construction Of Indigenous Sports Complex In Senapati District
Tender Value
9.94 Crore
Estimated cost
Bid Submission
21 Aug 2024
0 days left
EMD
19.90 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
senapati → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Indigenous Sports Complex In Senapati District
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Gallery |
| 2 | EARTHWORK |
| 3 | 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. All kinds of soil. |
| 4 | 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. |
| 5 | Supplying and filling in plinth with sandy soil under floors including, watering, ramming consolidating and dressing complete. |
| 6 | CONCRETE WORK |
| 7 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40 mm nominal size). |
| 8 | DAMP-PROOF COURSE |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 10 | Boring, providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/ or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed(Length of the pile for payment shall be measured up to bottom of pile cap) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All works up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 12 | RE-INFORCED CEMENT CONCRETE WORK |
| 13 | 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). |
| 14 | 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. above plinth level upto floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 15 | STEEL REINFORCEMENT |
| 16 | Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete up to plinth level and Above Plinth level a) Thermo-Mechanically Treated bars. |
| 17 | BRICKWORK |
| 18 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 19 | STONE WORK |
| 20 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 Cement: 6 fine sand). |
| 21 | Coursed rubble masonry withhard stone (first or second sort)in superstructure above plinth level and upto floor five level. |
| 22 | FORMWORK |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 24 | Foundation, footing, bases of columns etc. and mass concrete |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 27 | STEEL WORK |
| 28 | Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 29 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In grating, frames, guard bar, railing, brackets, gates and similar works. |
| 30 | Applying priming coat :- With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:- |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitableshade withordinary paint of approved brand and manufacture. |
| 32 | TENSILE ROOFING |
| 33 | Tensile membrane fabric providing, fabricating, assembling and erection of pre stressed Tensile membrane fabric structure in desired profile as per drawing, with type II, having aminimum weight of 950 g/sqm as per specification with a 15 years warranty etc. |
| 34 | FIRE FIGHTING |
| 35 | Supply and installation of ABC type fire extinguisher 4 kg |
| 36 | Supply and installation of CO2 type fire extinguisher |
| 37 | GREEN ROOM AREA |
| 38 | 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. a) All kinds of soil. |
| 39 | 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. |
| 40 | Supplying and filling in plinth with sandy soil under floors including, watering, ramming consolidating and dressing complete. |
| 41 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering in a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 42 | Extra for providing and mixing water proofing materials in cement concrete work @1kg per 50 kg of cement |
| 43 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 44 | Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per sqm on damp-proof course after cleaning the surface with brushes and final with a piece of cloth lightly soaked in Kerosene oil. |
| 45 | Providing and layingin position specified grade of reinforced cement concreete excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level. |
| 46 | (a).1:1.5:3 (1 cement: 1.5 k/coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 47 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 48 | (b).1:1.5:3 (1 Cement : 1.5k/coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level |
| 49 | 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). |
| 50 | Boring, providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/ or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed(Length of the pile for payment shall be measured up to bottom of pile cap) |
| 51 | a). 450mm diameter piles |
| 52 | Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete up to plinth level and Above Plinth level a) Thermo-Mechanically Treated bars |
| 53 | a) Thermo-Mechanically Treated bars. |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 55 | (a)Foundations, footings, bases of columns, etc. for mass concrete. |
| 56 | (b)Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 57 | (c ).Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick |
| 58 | (d) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 59 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 60 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 61 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and 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 separately : Local best quality Uningthou wood |
| 62 | 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 separately, all complete as per direction of Engineer-in-charge. Local best quality Teak Wood |
| 63 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 64 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
| 65 | Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete :250x10 mm |
| 66 | Providing & fixing Brass handles with necessary screws etc. complete. 125 mm |
| 67 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. |
| 68 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 69 | Providing and laying Vitrified tiles in different sizes (thickness to be speciied by manufacturer), with water absorption less than 0.08% and conforming to IS :15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile -600 x600mm. |
| 70 | Providing and laying Polished Granite stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 : 4 (1 cement: 4 coarse sand) laid and pointing withcement slurry admixed with pigment of matching shade including rubbing, curing and polishingetc. all completeas specified and as directed by the Engineer -in - Charge. PolishedGranite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 71 | 12 mmcement plaster of mix : 1:4 (1 cement : 4 fine sand) |
| 72 | 15 mm cement plaster on rough side of single or half brick wall of mix:-1:4 (1 cement : 4 fine sand) |
| 73 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 74 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade:- |
| 75 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 76 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 77 | Applying priming coat :-With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 78 | Applying priming coat :- With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:- |
| 79 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 80 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work |
| 81 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitableshade withordinary paint of approved brand and manufacture. |
| 82 | WATER SUPPLY & SANITARY INSTALLATION |
| 83 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 84 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 85 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 86 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 87 | Providing and fixing wash basin with C.I. 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:- |
| 88 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 89 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 90 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 91 | Flexible pipe |
| 92 | 32 mm dia |
| 93 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 94 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan |
| 95 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 96 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia |
| 97 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 98 | Providing and fixing toilet paper holder: C.P. brass |
| 99 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 100 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 101 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 102 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 103 | Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia |
| 104 | b).75mm dia |
| 105 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall |
| 106 | Internal work - Exposed on wall |
| 107 | 25 mm diameters |
| 108 | 32 mm diameter |
| 109 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall |
| 110 | 15 mm |
| 111 | 20 mm |
| 112 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore |
| 113 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore. |
| 114 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore. |
| 115 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 116 | 15 mm nominal bore |
| 117 | 25 mm nominal bore. |
| 118 | Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks |
| 119 | Care Taker Quarter |
| 120 | EARTH WORKS: |
| 121 | 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. All kinds of soil. |
| 122 | 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. |
| 123 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. |
| 124 | Providing and laying cement concrete in foundation & plinth excluding the cost of centering & shuttering. |
| 125 | 1:4:8 (1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size) |
| 126 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 127 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.. |
| 128 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 129 | (a).1:1.5:3 (1 Cement : 1.5 coarse sand :3graded stone aggregate 20 mm nominal size). |
| 130 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size). |
| 131 | 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). |
| 132 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars. |
| 133 | FORMWORK |
| 134 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 135 | Foundations, footings, bases of columns, etc. for mass concrete |
| 136 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 137 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 138 | Stairs, (excluding landings) except spiral-staircases. |
| 139 | BRICKWORK |
| 140 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6(1 cement: 6 coarse sand) |
| 141 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level inin cement mortar 1:3 ( 1 cement : 3 c/sand ) |
| 142 | Brick edging 7cm wide 11.4cm deep to plinth protection with Ist class common burnt clay F.P.S. (non modular) bricks including grouting with cement mortar 1:4 (1 cement: 4 fine sand). |
| 143 | WOODWORK |
| 144 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and 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 separately :Local best quality Uningthou wood |
| 145 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Local best quality Tolhao wood |
| 146 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 147 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 148 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
| 149 | Providing and 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 shade with necessary screws etc. complete : |
| 150 | 250 x 10 mm |
| 151 | Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 152 | 125 mm |
| 153 | STEEL WORK |
| 154 | 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. |
| 155 | In M.S. Flat/Plate |
| 156 | In channel, angles & tees. |
| 157 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size |
| 158 | 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 stepts , over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqmincluding grouting the joint with white cement & matching pigments etc. complete. |
| 159 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey, Fume Red,, Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 160 | Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : |
| 161 | Raj Nagar plain. |
| 162 | 60 x 60 cm |
| 163 | Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. |
| 164 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with |
| 165 | Precoated galvanised iron profile sheets0.50 mm thick |
| 166 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm). |
| 167 | Precoated galvanised iron profile sheets0.50 mm thick |
| 168 | Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete. Electric resistance or induction butt welded tubes. |
| 169 | Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x25x0.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishng to a flush finish of tapered and square edges of the board with recommended jointing compound,jointing tapes, finishing with jointing compund in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board,all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers,cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, and specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I, |
| 170 | 12 mm cement plaster 1:4(1 cement:4 finesand). |
| 171 | 15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:4 coarsesand). |
| 172 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. |
| 173 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 174 | Finishing walls with textured exterior paint of required shade: |
| 175 | New work (Two or more coat applied @ 3.28 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) |
| 176 | Applying priming coat :- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 177 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 178 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 179 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. |
| 180 | EAVE BOARD |
| 181 | Providing and fixing 20mm plank as eave board with. |
| 182 | Uningthou wood. |
| 183 | Applying priming coat :- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 184 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 185 | WATER SUPPLY & SANITARY INSTALLATION |
| 186 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 187 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 188 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 189 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 190 | Providing and fixing wash basin with C.I. 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:- |
| 191 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 192 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 193 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 194 | Flexible pipe |
| 195 | 32 mm dia |
| 196 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 197 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan |
| 198 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 199 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia |
| 200 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 201 | Providing and fixing toilet paper holder: C.P. brass |
| 202 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 203 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 204 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 205 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 206 | Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia |
| 207 | b).75mm dia |
| 208 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall |
| 209 | Internal work - Exposed on wall |
| 210 | 25 mm diameters |
| 211 | 32 mm diameter |
| 212 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall |
| 213 | 15 mm |
| 214 | 20 mm |
| 215 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore |
| 216 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 217 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore |
| 218 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 219 | 15 mm nominal bore |
| 220 | 25 mm nominal bore. |
| 221 | Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks |
| 222 | Public Toilet |
| 223 | 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. All kinds of soil. |
| 224 | 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. |
| 225 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. |
| 226 | CONCRETE WORK : |
| 227 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: |
| 228 | 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 229 | 1:5:10 ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 230 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 231 | Extra for providing and mixing water proofing material in cement concrete work @1 kg per 50 kg of cement. |
| 232 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 233 | RCC WORK |
| 234 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : |
| 235 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 236 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 237 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 238 | 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). |
| 239 | Form Work |
| 240 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 241 | (a)Foundations, footings, bases of columns, etc. for mass concrete. |
| 242 | (d)Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick. |
| 243 | (b)Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 244 | (c)Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 245 | Edges of slabs and breaks in floors and walls.Under 20 cm wide |
| 246 | Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete. Above Plinth level.Thermo-Mechanically Treated bars |
| 247 | BRICK WORK |
| 248 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 249 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in |
| 250 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 251 | Brick edging 7cm wide 11.4cm deep to plinth protection with Ist class common burnt clay F.P.S. (non modular) bricks including grouting with cement mortar 1:4 (1 cement: 4 fine sand). |
| 252 | WOOD WORK |
| 253 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and 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 separately :Local best quality Uningthou wood |
| 254 | 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 separately, all complete as per direction of Engineer-in-charge. Local best quality Tolhao wood. .35 mm thick shutters |
| 255 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area ofopening for glass panes excluding portion inside rebate shall be measured). |
| 256 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 257 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 258 | 250x10 mm |
| 259 | 100x10 mm |
| 260 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : |
| 261 | 125 mm |
| 262 | 75 mm |
| 263 | FLOORING |
| 264 | Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete.Marble tiles (polished) Raj Nagar. |
| 265 | 8 mm thick. |
| 266 | Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : |
| 267 | RAJ NAGAR PLAIN |
| 268 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size |
| 269 | Size of Tile 600 x 600 mm |
| 270 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey, Fume Red,, Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 271 | 12 mm cement plaster of mix: : 1:4 (1 cement: 4 coarse sand) |
| 272 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : |
| 273 | 1:4 (1 cement: 4 fine sand) |
| 274 | 6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand) |
| 275 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 276 | New work (two or more coats) over and including priming coat with cement primer:- |
| 277 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer |
| 278 | Finishing walls with water proofing cement paint of required shade : |
| 279 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 280 | Applying priming coat:- |
| 281 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 282 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 283 | Two or more coats on new work |
| 284 | SANITARY INSTALLATIONS |
| 285 | Providingand fixing water closet squatting pan (Indian type W.C. pan ) with 100 mmsand cast Iron P or S trap, 10 litre low levelwhiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 286 | White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests |
| 287 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 288 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 289 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 290 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 291 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : |
| 292 | Flat back wash basin of size 630x450 mm |
| 293 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 294 | Flexible pipe |
| 295 | 32 mm dia |
| 296 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 297 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 298 | Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia |
| 299 | b).75mm dia |
| 300 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan |
| 301 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 302 | Providing and fixing toilet paper holder: C.P. brass |
| 303 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms. |
| 304 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall |
| 305 | Internal work - Exposed on wall |
| 306 | 25 mm diameters |
| 307 | 32 mm diameter |
| 308 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall |
| 309 | 15 mm |
| 310 | 20 mm |
| 311 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore |
| 312 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 313 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore |
| 314 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 315 | 15 mm nominal bore |
| 316 | 25 mm nominal bore. |
| 317 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 318 | Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks |
| 319 | Construction of Septik Tank 1 (20 user) |
| 320 | 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. All kinds of soil. |
| 321 | 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. |
| 322 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 323 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 324 | 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). |
| 325 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 326 | (a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level |
| 327 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars. |
| 328 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 329 | (a).Foundation, footing, bases of columns etc. and mass concrete. |
| 330 | b).Suspended floors, roofs, landings, balconies and access platform. |
| 331 | c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 332 | Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty) |
| 333 | Construction of Septik Tank 2 (20 user) |
| 334 | 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. All kinds of soil. |
| 335 | 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. |
| 336 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 337 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 338 | 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). |
| 339 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 340 | (a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level |
| 341 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars. |
| 342 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 343 | (a).Foundation, footing, bases of columns etc. and mass concrete. |
| 344 | b).Suspended floors, roofs, landings, balconies and access platform. |
| 345 | c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 346 | Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty) |
| 347 | Construction of Septik Tank 3 (20 user) |
| 348 | 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. All kinds of soil. |
| 349 | 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. |
| 350 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 351 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 352 | 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). |
| 353 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 354 | (a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level |
| 355 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars. |
| 356 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 357 | (a).Foundation, footing, bases of columns etc. and mass concrete. |
| 358 | b).Suspended floors, roofs, landings, balconies and access platform. |
| 359 | c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 360 | Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty) |
| 361 | Main Gate 1 |
| 362 | EARTHWORK |
| 363 | 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. a) All kinds of soil. |
| 364 | 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. |
| 365 | CONCRETE WORK |
| 366 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 367 | DAMP-PROOF COURSE |
| 368 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 369 | RE-INFORCED CEMENT CONCRETE WORK |
| 370 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :(a) 1:1.5:3(1 Cement : 1.5coarse sand :3 graded stone aggregate 20 mm nominal size). |
| 371 | 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). |
| 372 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size). |
| 373 | STEEL REINFORCEMENT |
| 374 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars. |
| 375 | BRICKWORK |
| 376 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 377 | 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.Using M.S. angels 40x40x6 mm for diagonal braces. |
| 378 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and 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 separately :Local best quality Uningthou wood |
| 379 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Local best qualityTeak wood |
| 380 | Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete : |
| 381 | 200 x 10 mm |
| 382 | 150 x 10 mm |
| 383 | Providing and fixing bright finished brass handles with screws etc. complete : |
| 384 | 125mm |
| 385 | 100 mm |
| 386 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 387 | FORMWORK |
| 388 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 389 | (a) Foundation,footings,bases of columns etc.and mass concrete |
| 390 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 391 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 392 | FLOORING |
| 393 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 394 | Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : Raj Nagar plain. |
| 395 | Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. |
| 396 | ROOFING AND CEILING: |
| 397 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with Precoated galvanised iron profile sheets0.50 mm thick |
| 398 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm): Precoated galvanised iron profile sheets0.50 mm thick |
| 399 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete. |
| 400 | FINISHING |
| 401 | 12 mm cement plaster 1:4(1 cement:4 finesand). |
| 402 | 15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:3Finesand). |
| 403 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 404 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 405 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre |
| 406 | Main Gate 2 |
| 407 | EARTHWORK |
| 408 | 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. a) All kinds of soil. |
| 409 | 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. |
| 410 | CONCRETE WORK |
| 411 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 412 | DAMP-PROOF COURSE |
| 413 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 414 | RE-INFORCED CEMENT CONCRETE WORK |
| 415 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :(a) 1:1.5:3(1 Cement : 1.5coarse sand :3 graded stone aggregate 20 mm nominal size). |
| 416 | 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). |
| 417 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size). |
| 418 | STEEL REINFORCEMENT |
| 419 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars. |
| 420 | BRICKWORK |
| 421 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 422 | 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.Using M.S. angels 40x40x6 mm for diagonal braces. |
| 423 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and 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 separately :Local best quality Uningthou wood |
| 424 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Local best qualityTeak wood |
| 425 | Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete : |
| 426 | 200 x 10 mm |
| 427 | 150 x 10 mm |
| 428 | Providing and fixing bright finished brass handles with screws etc. complete : |
| 429 | 125mm |
| 430 | 100 mm |
| 431 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 432 | FORMWORK |
| 433 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 434 | (a) Foundation,footings,bases of columns etc.and mass concrete |
| 435 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 436 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 437 | FLOORING |
| 438 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 439 | Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : Raj Nagar plain. |
| 440 | Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar. |
| 441 | ROOFING AND CEILING: |
| 442 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with Precoated galvanised iron profile sheets0.50 mm thick |
| 443 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm): Precoated galvanised iron profile sheets0.50 mm thick |
| 444 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete. |
| 445 | FINISHING |
| 446 | 12 mm cement plaster 1:4(1 cement:4 finesand). |
| 447 | 15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:3Finesand). |
| 448 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 449 | Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 450 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre |
| 451 | Water Reservoir |
| 452 | 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. a) All kinds of soil. |
| 453 | 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.. |
| 454 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - a) 1:4:8 (1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 455 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : a) 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 456 | 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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 457 | 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). |
| 458 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 459 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 460 | Suspended floors, roofs, landings, balconies and access platform. |
| 461 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 462 | 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 |
| 463 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : a) Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 464 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :a).1:3(1 cement: 3 fine sand) |
| 465 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.a),40mm thick with 20mm nominal size stone aggregate. |
| 466 | Construction of Retaining Wall (3m ht) |
| 467 | EARTH WORKS |
| 468 | 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. a) All kinds of soil. |
| 469 | 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. |
| 470 | CONCRETE WORK : |
| 471 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering |
| 472 | a) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) |
| 473 | b) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 474 | FORM WORKS |
| 475 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 476 | a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 477 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 478 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. |
| 479 | STONE WARE PIPES AND FITTINGS |
| 480 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall with 100mm dia ac pipe, extending through the full width of the structure with slope of 1V:20H towards foce complete as per drawing and technical specifications. |
| 481 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 482 | Construction of Retaining Wall (4m ht) |
| 483 | EARTH WORKS |
| 484 | 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. a) All kinds of soil. |
| 485 | 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. |
| 486 | CONCRETE WORK : |
| 487 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering |
| 488 | 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) |
| 489 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 490 | FORM WORKS |
| 491 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 492 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 493 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 494 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. |
| 495 | STONE WARE PIPES AND FITTINGS |
| 496 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall with 100mm dia ac pipe, extending through the full width of the structure with slope of 1V:20H towards foce complete as per drawing and technical specifications. |
| 497 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 498 | SITE DEVELOPMENT |
| 499 | a) Ground Development |
| 500 | Excavation in hill Area in soil by manual means( Excavation in soil in hilly area by manual means including cutting and treming of sides slops and disposing of excavated earth with all lift and lead upto 1000 m.) |
| 501 | Turfing Lawns with fine grassing including Ploughing, dressing (turfing lawns with fine grassing including lpoughing, dressing including breaking of cods, removal of rubbish, dressing and supplying doobs grass roots at 10cm apart, including supplying and spreading of farm yard manure at rate of .6 cum per 100sqm) |
| 502 | Tree guard with MS angle iron and steel wire (providing and fixing tree guard 0.6msquare, 2m high fabricatedwith MS angle iron 30x30x3mm MS iron 25x3mm and steel wire 3mm dia welded and fabricated as per designin two halves bolted together) |
| 503 | Plantation |
| 504 | i) Raffis Palm (8\") |
| 505 | ii)Arecca Palm (8\") |
| 506 | iii) Foxtail Palm (6\") |
| 507 | iv) Ahoka Tree (8\") |
| 508 | v) Camellia (8\") |
| 509 | vi) LondonPine (5\") |
| 510 | vii) Golden Duranta for Hedges (2\") |
| 511 | viii)Bougainvillea (8\") |
| 512 | ix) Bokul (6\") |
| 513 | b) Approach Road (4.5m) |
| 514 | Earth work in rough excavation, bankingexcavated earth in layers notexceeding20 cm in depth,breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil |
| 515 | Surface dressing (Providing and laying surface dressing as wearing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid onprepared surface an rolling with 8-10 tonne smooth wheeled steel roller) (i) 19mm nomnal chipping size |
| 516 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mix plant carriage mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density |
| 517 | Prime Coat ( providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. |
| 518 | Providing and applying tack coat with Bitumen emulsionusing emulsion pressure distributor at the rate of 0.20 kg persqm on the prepared bituminous/ granular surface cleaned with mechanical broom |
| 519 | c) Construction of Internal Pucca Line Drain |
| 520 | 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. a) All kinds of soil. |
| 521 | 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. |
| 522 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 523 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 524 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:3:6 ( 1 Cement: 3coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 525 | Construction of Main Drain |
| 526 | 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. All kind of soil . |
| 527 | 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 by ramming and watering lead upto 50 metres lift upto 1.5 metre |
| 528 | P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering(a) 1:4:8 (1 cement: 4coarse sand: 8graded stone aggregate 40 mm nominal size) |
| 529 | (b) 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) |
| 530 | ( c) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) |
| 531 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 532 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 533 | Construction of 600 mm dia. R.C.C. Pipe Culvert |
| 534 | 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. a) All kinds of soil. |
| 535 | 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. |
| 536 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 537 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 538 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets NP-3 Pipe (iii) 600 mm dia |
| 539 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 540 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 541 | Construction of 600 mm dia. R.C.C. Pipe Culvert |
| 542 | 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. a) All kinds of soil. |
| 543 | 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. |
| 544 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 545 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 546 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets NP-3 Pipe (iii) 600 mm dia |
| 547 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 548 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 549 | Construction of 600 mm dia. R.C.C. Pipe Culvert |
| 550 | 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. a) All kinds of soil. |
| 551 | 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. |
| 552 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 553 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 554 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets NP-3 Pipe (iii) 600 mm dia |
| 555 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 556 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 557 | Construction of 600 mm dia. R.C.C. Pipe Culvert |
| 558 | 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. a) All kinds of soil. |
| 559 | 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. |
| 560 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 561 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand) |
| 562 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets NP-3 Pipe (iii) 600 mm dia |
| 563 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 564 | Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material |
| 565 | Construction of Compound Fencing. |
| 566 | EarthWork |
| 567 | 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. a) All kinds of soil. |
| 568 | 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. |
| 569 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 570 | R.C.C. |
| 571 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 572 | 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 cost of centering,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 573 | 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). |
| 574 | STEEL REINFORCEMENT |
| 575 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and above plinth.Thermo-Mechanically Treated bars |
| 576 | FORM WORKS |
| 577 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 578 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 579 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 580 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 581 | BrickWorks |
| 582 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 583 | STEEL WORKS: |
| 584 | 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. |
| 585 | Finishing |
| 586 | 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) |
| 587 | 15 mm cement plaster on rough side of single or half brick wall of mix:-1:4 (1 cement : 4 fine sand) |
| 588 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 589 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 590 | 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 . |
| 591 | External Electrification |
| 592 | Supply intallation and Construction of 11kv distribution substation with |
| 593 | a) 63 KVA Dtr |
| 594 | Supply and laying of 50SQ mm 4core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade |
| 595 | Supply and laying of 25SQ mm 4core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade |
| 596 | Supply and laying of 16SQ mm 4core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade |
| 597 | Suplly and installation testing commisioning of Semi integrated street light |
| 598 | a) 18watt luminaries having 75watt polycrystalline panel with 24aH LIPO4 battery inbuilt MPPT charge controller , Housing aluminium die cast. Bis certification of Battery and panels and NABL test report Make: Philips/Crompton/Havells/Ecoepicsolar/Should be MNRE-NISE TESTED , NABL certified products, GI pole 6Mtr long 76mm outer dia, 1.6mm thickness ISI mark |
| 599 | Internal Electrifications |
| 600 | Wiring for light point with 1.5mm²FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. |
| 601 | a) Sh.pt. |
| 602 | b) Md. Pt. |
| 603 | c) Lg. pt. |
| 604 | Wiring for fan point with 1.5mm 2FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. |
| 605 | a) Md.pt. |
| 606 | Wiring for exhausted fan point with 1.5mm 2FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. |
| 607 | a) Md.pt. |
| 608 | b) Lg. pt. |
| 609 | Wiring for call bell point with 1.5mm²FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. |
| 610 | a) Lg. pt. |
| 611 | Wiring for 6 pin 5 amp plug point with 1.5mm² FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. i/c P/F 6pin 4amp socket outlet and 5amp T/S earthing the 3rd pint etc. |
| 612 | a) Sh.pt. |
| 613 | Wiring for 6 pin 5 amp plug point with 1.5mm² FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. i/c P/F 6pin 4amp socket outlet and 5amp T/S earthing the 3rd pint etc. |
| 614 | a) Md.pt. |
| 615 | Wiring for submain with2x2.5mm 2FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. as required. |
| 616 | Wiring for submain with 2x4mm 2FRLS HRFR insulated multi strain single core copper cond. Cable ATC/Similar in presto plast cassing & capping etc. as requied. |
| 617 | P/F 63 Amp. Harvell\"s TPN 4 way Horizontal DB for single phase outgoing of module incomer+outgoing (8+12) cat.No. DNTTO DO4 with 1 No. of 63 amp. FPM CB isolator 1 No. of 63 amp. RCCB as income and 12 nos6-32 Amp. SP MCB as outgoing i/c drilling holes on the board connection earthing the body etc. as reqd. |
| 618 | S/F (Following rating) double pole 240Visolator in the existing MCB DB complete with connection, testing & commission as reqd. |
| 619 | a.40 amp |
| 620 | b.63 amp |
| 621 | S/F 380mm sweep exhaust fan complete with all accessories i/c connection etc, as reqd. |
| 622 | S/F 48\" sweep (1400mm) AC ceiling fan complete with down rod canopy 3 (three) blades and regulator etc as reqd. |
| 623 | S/F 50W LED Flood Light. |
| 624 | S/F 15W recess LED bulb. |
| 625 | Earthing with copper plate 600mm x 600mm x 3mm thick i/c accessories and providing masonry enclosure with copper plate having locking arrangement & watering pipe etc. (but without charcoal or coke & slat) as reqd. |
| 626 | Extra for using salt & charcoal for G.I. or copper plate earth electrode as reqd. |
| 627 | P/L earth connection from earth electrode with 4mm dia. copper wire in 15 mm GI pipe as reqd. |
| 628 | P/F 4.06mm dia. copper wire in recessed for loop earthing as reqd. |
| 629 | S/D 2.5mm2 PVC insl. S/core copper cond wires for loop earthing in the existing recessed conduit along with other wires. |
| 630 | S/F 20 mm dia PVC pipe etc. |
| 631 | Providing and fixings (following capacity TP&N) dis connector fuse swithch unit inside the existing cubicle penal board with ISI marks HRC fuses including drilling holes in the cibucle panel board, making connection, 200 Amp TP&N -as reqd. |
| 632 | Stanguard on load change over switch 1.0.11 (compact design) open execution code No. CSNFO-0200, 200Amp. |
| 633 | P/F 4-way 6-32 amp. SP MCBS with 40 amp DP isolator 240/415V fitted with bus bar & neutral link on 4-way sheet steel enclosure suitable for Havell\"s MCB i/c drilling holes on the board connection earthing the body etc. as reqd. |
AI Tender Summary
Tender Timeline
Jul 31, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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