Rural Development Department has published Construction Of Sabual English Medium Hs School At Sabual Under Jampui Hill Rd Block During The Year 2022-23 3Rd Call Building Work. Submission Date for this Tender is 29-08-2022. Building Work Tenders in jampui Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil |
| 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. -All kinds of soil |
| 5 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 6 | Supplying chemical emulsion in sealed containers including delivery as specified. 2.20.1 Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 7 | Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: 2.21.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 8 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 2.21.1.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.7 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.6 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for: 4.4.1 Foundations, footings, bases for columns. |
| 12 | 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 13 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick 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. |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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 upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 19 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 20 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 21 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.12.1 Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 22 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.13 Weather shade, Chajjas, corbels etc., including edges. |
| 23 | Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.7.1 Stairs (excluding landings) except spiral-staircases with wooden plank |
| 24 | 5.15 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 25 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 26 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits 5.18.2 40 mm thick |
| 27 | First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 28 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- 6.3.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 29 | 6.6 Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete |
| 30 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- 6.10.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 31 | Honey comb brick masonry work of half brick thickness with first class bricks in superstructure for all level including cost of all materials as required complete:- 6.24.2 In cement mortar 1:3 ( 1 cement : 3 fine sand ). |
| 32 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- 6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 33 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : 8.1.3 Local Teak Wood |
| 34 | Extra for additional labour for circular works, such as in frames of fan light: 8.2.3 Local Teak Wood |
| 35 | 8.120 Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws. |
| 36 | 8.121 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). |
| 37 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. 8.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 38 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. 8.5.1 Local Teak wood 8.5.1.1 35 mm thick shutters |
| 39 | 8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix |
| 40 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 8.94.1 300x16 mm |
| 41 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 8.94.2 250x16 mm |
| 42 | 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 : 8.95.1 300x10 mm |
| 43 | 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 :8.95.4 150x10 mm |
| 44 | 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 : 8.98.1 125 mm |
| 45 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 8.99.1 Single rubber stopper |
| 46 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 47 | 16.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- 16.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 48 | 16.3 Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- 16.3.1 With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 49 | Providing and fixing stainless steel ( SS 304 grade ) adjustable friction window stay of approved quality with necessary stainless steel screws etc. to the side hung windows etc. complete as per direction of Engineer-in charge:- 16.10.1 205 x 19 mm |
| 50 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. |
| 51 | Providing and fixing fan clamp type-I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete |
| 52 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 9.12.1 Hot finished welded type tubes |
| 53 | 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, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- 9.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. |
| 54 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 55 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 9.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 56 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 11.42.2 Single socketed pipe - 110 mm OD |
| 57 | Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) with EPDM washers filled with white lead 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. 11.15.3 0.50mm thickness |
| 58 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 11.4.2 0.63mm thick with zinc coating not less than 275gm/m2 |
| 59 | Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : 17.14.1 Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 60 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete 10.8.2 40 mm thick with 20 mm stone aggregate |
| 61 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.8.1 25 mm thick with 12.5 mm stone aggregate |
| 62 | 10.32 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 fine sand ) and joined with ordinary cement slurry mixed with pigment to match the shade of slabs, including rubbing and polishing complete |
| 63 | Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing complete. 10.31.1 Kota stone slab 25mm thick |
| 64 | 10.55 Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in Charge |
| 65 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 66 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete 10.39.1 Anti-Skid Tiles 10.39.1.1 Ceramic Tiles 1st quality 300 x 300mm in all shades and designs |
| 67 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete 10.42.2 Double charged Stainfree vitrified tiles 10.42.2.1 Size of tile 60x60 cm |
| 68 | 6 mm cement plaster of mix : 12.4.1 Cement mortar 1:3 (1 cement : 3 fine sand) |
| 69 | 12 mm cement plaster of mix 12.1.2 Cement mortar 1:4 (1 cement : 4 fine sand) |
| 70 | 15 mm cement plaster on the rough side of single or half brick wall of mix 12.2.2 Cement mortar 1:4 (1 cement : 4 fine sand) |
| 71 | Neat Cement punning |
| 72 | 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand): 12.16.3 Raised Band |
| 73 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.24.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 74 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.31.1 New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 75 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.33.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 76 | 12.13 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 77 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.47.1 Two or more coats on new work |
| 78 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. Internal work - Exposed on wall. 19.10.1 15 mm dia. nominal bore |
| 79 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. Internal work - Exposed on wall. 19.10.2 20 mm dia. nominal bore |
| 80 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. Internal work - Exposed on wall. 19.10.3 25 mm dia. nominal bore |
| 81 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. Internal work - Exposed on wall. 19.10.4 32 mm dia. nominal bore |
| 82 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) 19.46.2 20 mm nominal bore |
| 83 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) 19.46.3 25 mm nominal bore |
| 84 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) 19.46.4 32 mm nominal bore |
| 85 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) 19.46.5 40 mm nominal bore |
| 86 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External work 19.12.5 40 mm dia. nominal bore |
| 87 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External work 19.12.6 50 mm dia. nominal bore |
| 88 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External work 19.12.8 80 mm dia. nominal bore |
| 89 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 19.17.2 32 mm nominal bore |
| 90 | Providing and fixing gun metal non-return valve of approved quality (screwed end): 19.19.2 32 mm nominal bore 19.19.2.2 Vertical |
| 91 | Providing and fixing ball valve (brass) of approved quality High or low pressure, with plastic floats complete : 19.18.3 25 mm nominal bore |
| 92 | Providing and fixing uplasticised PVC connection pipe with brass unions : 19.21.2 45 cm length 19.21.2.1 15 mm nominal bore |
| 93 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 19.51.1 15mm nominal bore. |
| 94 | Providing and fixing PTMT grating of approved quality and colour. 19.58.1 Circular type. 19.58.1.1 100 mm nominal dia. |
| 95 | Cutting holes upto 30x30 cm in walls including making good the same : 19.76.1 With 1st class bricks. |
| 96 | 19.77 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. |
| 97 | 19.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gm |
| 98 | 19.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 99 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 19.49.1 15 mm nominal bore |
| 100 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 19.53.1 15 mm nominal bore |
| 101 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 19.75.3 25 mm nominal bore. Weighing not less than 62 gm |
| 102 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 : 18.1.1 White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 103 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 18.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. |
| 104 | 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 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 : 18.2.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 105 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 18.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps. |
| 106 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 18.10.1 Kitchen sink with drain board 18.10.1.1 510x1040 mm bowl depth 250mm. |
| 107 | 18.31 Providing and fixing 600x450 mm bevelled 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. |
| 108 | 18.33 Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 109 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 18.28.2 Flexible pipe 18.28.2.1 32 mm dia |
| 110 | Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.83.1 Single socketed pipe - 110 mm OD |
| 111 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.84.1 Coupler 18.84.1.2 110 mm |
| 112 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.84.3 Single equal tee without door 18.84.3.2 110x110x110mm |
| 113 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.84.4 Single equal tee with door 18.84.4.2 110x110x110mm |
| 114 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.84.5 Bend 87.5° 18.84.5.2 110mm |
| 115 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, soil, waste & vent pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. 18.85.2 110mm |
| 116 | Providing and fixing to the inlet mouth of rain water, soil, waste & vent pipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. 18.86.2 100mm |
| 117 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.8.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : |
| 118 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.8.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : |
| 119 | Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design : 20.9.1 For 455x610 mm size |
| 120 | Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design : 20.9.2 For 500x700 mm size |
| 121 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 sand:cement: 2 fine ) including testing of joints etc. complete 20.5.4 300 mm dia. R.C.C. pipe |
| 122 | Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 20.3.1 100 mm diameter S.W. pipe |
| 123 | Supplying and fitting fixing of Green Chalk Board of size 1200 x 2400 mm as per specification. (NON SCHEDULED ITEM) |
| 124 | Supplying, fitting & Fixing of 1HP Mono block Pump as per direction of Engineer-in-charge (NON SCHEDULED ITEM) |
| 125 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres as per direction of the of the Engineer-in-Charge. |
| 126 | 60 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per specifications & approval/ direction of Engineer-in-Charge. (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 127 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I Ordinary Soil A. By Manual Means (i) Upto 3 m depth |
| 128 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand filling |
| 129 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). I P.C.C grade M 10 Nominal mix 1:3:6 |
| 130 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). R.C.C grade M 25 |
| 131 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. |
| 132 | Double Joint Bench (JBD-002) |
| 133 | Armless chair Colour Varnish (CALO-002) |
| 134 | Reading Table (3"x2") Colour Varnish (TO-32-002) |
| 135 | Half Secretariat table with drawer channel, tea tray Colour Varnish (THS-002) |
| 136 | Display Almirah with mirror Colour Varnish 4 Shelves (5"x3"x22") (ALM-002) |
| 137 | Armed chair Colour Varnish (CAWO-002) |
| 138 | VIP chairhalf back cushion Colour Varnish (CVIP-002) |
| 139 | File rack with shutter (4"x3"x18") (FRECK-002) |
| 140 | Computer table Colour Varnish (L-42"xW-22") (TCOM-001) |
| 141 | Display Almirah without mirror Colour Varnish (ALM-004) |
| 142 | Full Secretariat table with drawer channel, tea tray Colour Varnish (TFS-002) |
| 143 | Notice Board (5"x4") 4 mm glass perforated sheet (NOTB-003) |
| 144 | POTABLE WATER PURIFICATION SYSTEM WITH INBUILT WATER COOLER |
| 145 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at variuse suitable levels, preservation of samples in polythene bags/ sample box and disposal of excess soil or mud, including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge. 100 MM |
| 146 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud,including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge. i) From 100mm dia pilot hole to 250mm bore hole |
| 147 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge. A) CM Casing pipe (UPVC) 150 MM |
| 148 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge. A) CM Casing pipe (UPVC) 100 MM |
| 149 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge. A) RS pipe |
| 150 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer in charge. |
| 151 | Providing and shrouding of the deep tube well assembly with washed pea gravels (2.0 - 4.75 mm effective size) as per specification (IS: 4097) and direction of the Engineer in charge.A) With contractor rig i) with pea gravels obtained from Durgapur, West Bengal |
| 152 | Providing and fixing of UPVC end cap/ well cap suitable for UPVC "CM" casing or "CS" casing or RS pipe as per specification anddirection of the Engineer in charge. i) 100mm dia |
| 153 | Providing and fitting fixing GI pipe (Medium class) conforming to IS 1239 for column pipe assemble for instalation of submersible pump motor as per direction of Engineer in charge. d) 40mm NB |
| 154 | Providing and fitting fixing GI bend/ elbow in the pipe line including testing of joints complete as per direction of Engineer in charge. v) 40mm NB |
| 155 | Providing and fitting fixing of GI flange (10mm wall thickness) by welding with GI/ MS pipe as per placing position as per specification and the direction of Engineer in charge. v) 50mm dia |
| 156 | Providing and fitting fixing of CI non return valve of approved quality as per CPWD pecification and the direction of Engineer in charge. i) 50mm nominal bore |
| 157 | Providing and fitting fixingof 6feet x 4feet x1 inch (thickness)gamai wood/ plywood/ plypanel board for fitting fixing of electric items in/c 2no"s MS angle post (size 2 inch x 2inch x 9feet) nut & bolts for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1feet x 2feet) below the ground level and painting two or more coats & plastic paint as per specification and the direction of Engineer in charge |
| 158 | Installation of submerssible pump and suitable motor upto requirede depth with GI column pipe in/c providing fitting fixing by necessaqry rubber washer , nuts & bolts, Ms safety clamp etc. As per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineerin charge (pump, motor with cable, GI Pipe will be issued by the Department at free of cost and fabrication of GI column pipe will be paid separately) i. 2500 GPH capacity |
| 159 | Providing 2 HP submerssiblepump as per direction of Engineer in charge |
| 160 | Providing and fixing of UPVC reducer suitable for UPVC "CM" casing or "CS" casing or RS pipe as per specification anddirection of the Engineer in charge. SOR-2015 |
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