Tender For Construction of Noida International Golf Course Balance Work At Sector-151A, Noida.
Tender Value
34.66 Crore
Estimated cost
Bid Submission
24 Aug 2026
3 days left
EMD
85 Lakhs
Bank guarantee accepted
Document Fee
8260
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Noida International Golf Course Balance Work At Sector-151A, Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 and lift upto 1.5m, disposed earth to be levelled and neatly dressed.Depth upto 1.5m from existing ground level.The contractor has to detect different utilities like sewer line, water supply, electrical cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer in Charge. All Kind of soil. |
| 2 | 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. |
| 3 | Sand Filling in Plinth including Supply of Necessary Qty of Sand From a Dist. Not Exceding 8 Kms from The side of Work and including watering Dressing etc, labour & T&p Etc required for the proper completion of the work.saplings of gith up to 30cm major at a height of 1 mtr above ground level and removal of rubbish up to a dist. of 50 mtr outside the peri feri of area cleared. |
| 4 | Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :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 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C.20% with 1% concentration |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level All works upto all levels: 1:3:6 (1 Cement : 3 coarse sand (zone- III): 6 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level |
| 9 | Providing and laying in position machine batched and machine mixed design mix Providing M-35 grade concrete instead of M-25 grade BMC/ RMC. (Note : Cement content considered in M-35 is @ 350 kg/ cum) |
| 10 | Providing and laying in position machine batched and machine mixed design mix Providing M-40 grade concrete instead of M-25 grade BMC/ RMC.(Note : Cement content considered in M-40 is @ 360 kg/ cum) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for : Stairs, (excluding landings) except spiral- |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 10 in superstructure above plinth level up to floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand). |
| 20 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 21 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 22 | 15 mm cement plaster on rough side of single or brick wall of mix:1:4 (1 cement: 4 fine sand) |
| 23 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 24 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 25 | 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 fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood |
| 26 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). |
| 27 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 50x12 mm |
| 28 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a |
| 29 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) Anodised aluminium (anodised transparent or dyed to required |
| 30 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.(The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions ofpipes and masonry with polymer mixed slurry.) |
| 31 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.(d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4 (1 cement :4 coarse |
| 32 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage |
| 33 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R- 2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm |
| 34 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm |
| 35 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 36 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete. |
| 37 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 38 | Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.18 mm thick Italian Marble stoneslab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. |
| 39 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as 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 jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 40 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as 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 jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 41 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: |
| 42 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall |
| 43 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron |
| 44 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand)as per standard design : In 75x75 mm deep chase |
| 45 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 46 | 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 earthwith lead upto 50 metres. |
| 47 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 20 mm wide and 15 mm deep groove |
| 48 | Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). |
| 49 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 50 | Providing & fixing white vitreous china water less urinal of size 600 x330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. |
| 51 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of |
| 52 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand /make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 53 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl |
| 54 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink without drain board610x510 mm bowl |
| 55 | Providing and fixing P.V.C. waste pipe for sink or wash basin including |
| 56 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 57 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing |
| 58 | Providing and fixing toilet paper holder : C.P. brass |
| 59 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15mm nominal bore |
| 60 | Providing and fixing C.P. Brass extension nipple (size15mmx50mm) of approved make and quality as per direction ofEngineer-in-charge. |
| 61 | 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 |
| 62 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 63 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm |
| 64 | 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. |
| 65 | Plastic/ABS High Speed Hand Dryer Supplying of Touch free ABS Plastic hand dryer , Hand Dry Time : Less than 20 Seconds, Protection Class: IPX1 Blowing Volume: > 90 m3/h, Air Speed : 33 m/s – 37 m/s, Color : White |
| 66 | Receiving, storing, handling, shifting, installation, testing & commissioning of vertical / horizontal storage type hot water heater fixed to wall with anchor bolts & nuts, 20mm CP brass cock and 20mm non return valve complete including making connection with 15 mm dia CP connecting pipe on Inlet and Outlet, suitable length of power cable and 15A plough (for pantry & Toilets). Capacity 15 liters |
| 67 | Receiving, storing, handling, shifting, installation, testing & commissioning of vertical / horizontal storage type hot water heater fixed to wall with anchor bolts & nuts, 20mm CP brass cock and 20mm non return valve complete including making connection with 15 mm dia CP connecting pipe on Inlet and Outlet, suitable length of power cable and 15A plough (for pantry & Toilets) Capacity 25 liters |
| 68 | Providing and fixing soil, waste and vent pipes : 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 |
| 69 | Providing and fixing single equal plain invert branch of required degree : 100x100x100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 70 | Providing and fixing terminal guard : 100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 71 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 100 mm dia SS 304 grade coupling with EPDM rubber gasket |
| 72 | Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : 100 mm |
| 73 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 |
| 74 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 100 mm diameter pipe |
| 75 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 100 mm diameter |
| 76 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 150 mm diameter |
| 77 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in- charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5 7 micronsepoxy 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 Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. |
| 78 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) |
| 79 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : Flashings/ Aprons.( Upto 600 mm) |
| 80 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : North light curves |
| 81 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : Barge board (Upto 300 mm) |
| 82 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : Crimp curve |
| 83 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 micronsusing self drilling/ self tapping screws complete : Gutter (600 mm over all girth) |
| 84 | P/L following size of finolex make PVC pipe 6 kg/cm2 with required PVC standard special confirming IS code with latest amendment and loweing the same trenches and laying true to alignment and gradient complete i/e the cost of cutting of pipes for making up to length and making joints i/e cost of sockets, plstochem PV-85 pvc solvent cement complete. PVC pipe must be confirming ti IS 4985-2000 with latest amendment. 110 mm dia |
| 85 | P/L following size of finolex make PVC pipe 6 kg/cm2 with required PVC standard special confirming IS code with latest amendment and loweing the same trenches and laying true to alignment and gradient complete i/e the cost of cutting of pipes for making up to length and making joints i/e cost of sockets, plstochem PV-85 pvc solvent cement complete. PVC pipe must be confirming ti IS 4985-2000 with latest amendment. 160 mm dia |
| 86 | P/L following size of finolex make PVC pipe 6 kg/cm2 with required PVC standard special confirming IS code with latest amendment and loweing the same trenches and laying true to alignment and gradient complete i/e the cost of cutting of pipes for making up to length and making joints i/e cost of sockets, plstochem PV-85 pvc solvent cement complete. PVC pipe must be confirming ti IS 4985-2000 with latest amendment. 200 mm dia |
| 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20 mm nominal outer dia Pipes |
| 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal outer dia Pipes |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 32 mm nominal outer dia Pipes |
| 90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 40 mm nominal outer dia Pipes |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 50 mm nominal outer dia Pipes |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 20 mm nominal outer dia Pipes |
| 93 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 25 mm nominal outer dia Pipes |
| 94 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 32 mm nominal outer dia Pipes |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 25 mm dia nominal bore |
| 96 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 32 mm dia nominal bore |
| 97 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 40 mm dia nominal bore |
| 98 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 50 mm dia nominal bore |
| 99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 65 mm dia nominal bore |
| 100 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc 80 mm dia nominal bore |
| 101 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement:1 fine sand) including testing of joints etc. complete 150 mm diameter |
| 102 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement:1 fine sand) including testing of joints etc. complete 200 mm diameter |
| 103 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement:1 fine sand) including testing of joints etc. complete 250 mm diameter |
| 104 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete 300 mm diameter |
| 105 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all- round S.W. pipes including bed concrete as per standard design : 100 mm diameter |
| 106 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all- round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe |
| 107 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all- round S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe |
| 108 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all- round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe |
| 109 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe |
| 110 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe |
| 111 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 10 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 112 | 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 cement : 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe |
| 113 | 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 cement : 2 fine sand) including testing of joints etc. complete 300 mm dia. R.C.C. pipe |
| 114 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 115 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 116 | Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 117 | With Sewer bricks conforming to IS : 4885 |
| 118 | Extra for depth for manholes : Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 119 | With Sewer bricks conforming to IS : 4885 |
| 120 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 121 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 122 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 123 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 124 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class |
| 125 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10 |
| 126 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 127 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 128 | Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size): With 20x20 mm square bar |
| 129 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 130 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg |
| 131 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter |
| 132 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 133 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 250 to 300 mm diameter |
| 134 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 350 to 450 mm diameter |
| 135 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 100 mm dia sand cast iron drop connection |
| 136 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :150 mm dia sand cast iron drop connection |
| 137 | Extra for depths beyond 60 cm of sand cast iron drop connection complete: For 100 mm dia sand cast iron drop connection |
| 138 | Extra for depths beyond 60 cm of sand cast iron drop connection complete: For 150 mm dia sand cast iron drop connection |
| 139 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in-charge, upto 90 metre depth below ground level. All types of soil 400 mm dia |
| 140 | Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge |
| 141 | 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 bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within in lead of 50 m. the contractor has to detect different utilities like sewer line, water supply, electrical cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of |
| 142 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.sand and aggregate derived from natural sources. Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part- 1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items ofBMC and RMC.\\" All works upto plinth level: |
| 143 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforce cement concrete work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centring, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) |
| 144 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforce cement concrete work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centring, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All work above plinth level upto floor V Level |
| 145 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 146 | Topsoil- Topsoil Strip, storage & replacement as per plans/directions of Consultant to match exact grades complete in all respect to entire satisfaction of engineer in charge |
| 147 | E/w – Cut & fill and leveling of earth within areas of works done to match exact grades as per plans/directions of Consultant complete in all respect to entire satisfaction of engineer in charge. |
| 148 | Earth work in embankment in ordinary soil embankment to be in 20cm layer breaking clods. Watering rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5m lift and all lead including cartage of earth by mechanical transportion and all T&P labour etc. required for proper completion of work (Earth shall be arranged by the contractor at his own cost from out side of NOIDA). |
| 149 | Rough shaping of areas to create desired profile and forms to entire satisfaction of engineer incharge using D-4H/D-3H or similar equipment approved by consultant and manually as per requirement. |
| 150 | Grading, preparation, compaction, shaping, fine shaping etc of green sub- surface as per specifications/directions of Consultant complete in all respect to entire satisfaction of engineer in charge |
| 151 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gase pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 152 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gase pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm |
| 153 | Supply and Laying of 4 inch corrugated slotted/perforated PVC pipe (IS: 9271) of required dia including labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer-in-charge for Greens, Tees, Bunkers & Fairways etc.) |
| 154 | Supplying & laying Gravel (as per list of approved materials & makes), for backfill of drain lines, gravel layer etc as per specs/directions of Consultant complete in all respect to entire satisfaction of engineer in charge. |
| 155 | Providing, sieving, laying, compaction, shaping, fine shaping etc. of Root zone mix A for greens as per specs/directions of Consultant complete in all respect to entire satisfaction of engineer in charge. Rootzone mix A constitutes of (by volume) -95% Sand (As per list of approved materials & makes) and 5% neemcake as per specs. |
| 156 | Supply & installation of Polyvinyl Chloride green barrier 400 micron around greens & other areas to a depth of 450mm complete in all aspects to entire satisfaction of engineer in charge |
| 157 | Grading, preparation, compaction etc of sub-surface for tees as per specs/directions of Consultant complete in all respect to entire satisfaction of engineer in charge |
| 158 | Providing, laying, compacting, fine shaping etc. of Root zone mix B for tees as per specs/directions of Consultant complete in all respect to entire satisfaction of engineer in charge Rootzone mix A constitutes of (by volume)-95% Fine sand as per list of approved materials & makes and 5% required organic mix as specification given by Consultant. ( At least 80% paricles to range between 0.05 to 1 mm, 10% paricles between 1mm to 2 mm) |
| 159 | Shaping, edging etc. of bunker as per drawings/directions ofConsultant complete in all respect to entire satisfaction of engineer in charge |
| 160 | Supply, Spread and compaction of Bunker Sand to required depth (as per list of approved materials & makes) as per specs/directions of Consultant complete in all respect to entire satisfaction of engineer in charge Particles to be range between 0.11 mm to 1 mm. Particle shape must be angular/sharp.Coarse sand (zone III) |
| 161 | Supply and Installation of Bunker liner/ bunker mat with stainless steel U clamps (6 inch both arms with gap of 3 inch) complete in all respect to entire satisfaction of engineer in charge. |
| 162 | Supply and Laying of 150 mm PVC pipe (IS: 12818) of required dia including labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer-in-charge for Greens, Tees, Bunkers & Fairways etc.) |
| 163 | Construction of catch basin o f 1100mm dia and depth of 800mm including fixing of round galvanised steel grill grate, Inverted PVC drain pipe, pea stone gravel & disposal of excavated Earth within site complete in all respect to the entire satisfaction of engineer incharge. |
| 164 | Fine shaping, compaction & preparation of low areas as per instructions of consultant complete in all respect to entire satisfaction of engineer in charge.() |
| 165 | Fine shaping, compaction & preparation of banks, slopes & pond as per instructions of consultant complete in all respect to entire satisfaction of engineer in charge. |
| 166 | Supply & installation of EPDM membrane pond guard liner of 1.02mm thickness as per specifications along with 300 gsm polyester geotextile as per instruction of consultant & recommendations of manufacturer, including all sealant, splice tapes, primers & seam etc required for installation, including complete installation by way of anchoring as per instructions and trenching & backfilling of the same, complete in all respect to entire satisfaction of engineer in charge. |
| 167 | Providing & fixing polyolefin all weather proof co-polymer net of 1.5mm twisted, 22mm mesh square with anti slip knots, 100% machine made, UV stabalized nets with 4mm border rope complete in |
| 168 | Providing & fixing polyolefin all weather proof co-polymer net of 1.5mm twisted, 22mm mesh square with anti slip knots, 100% machine made, UV stabalized nets with Flagsticks of approved makes as per specifications |
| 169 | Providing & fixing polyolefin all weather proof co-polymer net of 1.5mm twisted, 22mm mesh square with anti slip knots, 100% machine made, UV stabalized nets with Plastic hole of approved makes as per specifications |
| 170 | Providing & fixing polyolefin all weather proof co-polymer net of 1.5mm twisted, 22mm mesh square with anti slip knots, 100% machine made, UV stabalized nets with Hole cutter of approved makes as per specifications |
| 171 | Providing & fixing polyolefin all weather proof co-polymer net of1.5mm twisted, 22mm mesh square with anti slip knots, 100% machine made, UV stabalized nets with Tee markers (dimple) of approved makes as per specifications |
| 172 | Yardage markers (multiple colors) of approved makes as per specifications |
| 173 | Yardage markers (multiple colors) of approved makes as per specifications Course layout map of approved makes as per specifications |
| 174 | Yardage markers (multiple colors) of approved makes as per specifications Hazard markers of approved makes as per specifications |
| 175 | Yardage markers (multiple colors) of approved makes as per specifications Ball washer of approved makes as per specifications |
| 176 | Yardage markers (multiple colors) of approved makes as per specifications Bunker rakes of approved makes as per specifications |
| 177 | Yardage markers (multiple colors) of approved makes as per specifications Hole layouts of approved makes as per specifications |
| 178 | Yardage markers (multiple colors) of approved makes as per specifications Putting Pins of approved makes as per specifications |
| 179 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 315 mm HDPE Pipe PE100 PN12.5 |
| 180 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 250 mm HDPE Pipe PE100 PN12.5 |
| 181 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 200 mm HDPE Pipe PE100 PN12.5 |
| 182 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 160 mm HDPE Pipe PE100 PN12.5 |
| 183 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 110 mm HDPE Pipe PE100 PN12.5 |
| 184 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 63 mm HDPE Pipe PE100 PN12.5 |
| 185 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 250 X 250 Bell X Bell gate Valve of class 350 ductile iron per ASTM A536,grade 65- 45-12,AWWA C-515, 350 PSI with epoxy coating |
| 186 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 200 X 200 Bell X Bell gate Valve of class 350 ductile iron per ASTM A536,grade 65- 45-12,AWWA C-515, 350 PSI with epoxy coating |
| 187 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 160 X 160 Bell X Bell gate Valve of class 350 ductile iron per ASTM A536,grade 65- 45-12,AWWA C-515, 350 PSI with epoxy coating |
| 188 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 110 X 110 Bell X Bell gate Valve of class 350 ductile iron per ASTM A536,grade 65-45-12,AWWA C-515, 350 PSI with epoxy coating |
| 189 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) Valve Box ,10\\" Round, GRN/GRN COVER of high desity polyethylene |
| 190 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 250mm X 2 FPT Saddle (Model No: RSST-1004) of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 191 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 200mm X 2 FPT Saddle (Model No: RSST-804)of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 192 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 160mm X 2 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 193 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 110mm X 2 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 194 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2x12 Nipple, Thd. One End of PVC Schedule 80 (LASCO made) |
| 195 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2\\" 90 Deg. Ell-Slip of PVC Schedule 80 |
| 196 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2x6 Nipple, Thd. One End of PVC Schedule 80 |
| 197 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2x6 Nipple Threaded both end of PVC Schedule 80 |
| 198 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2\\" Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) Air Release Valve |
| 199 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) Valve Box ,12\\" Rectangular GRN/GRN COVER of high desity polyethylene with heavy duty wall section to provide secure encloser |
| 200 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 2\\" Gate Valve with wheel handle |
| 201 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 160mm X 2 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 202 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 110mm X 2 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 203 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 1\\" x 12\\" QCV Swing Joint (Model no TSZ10B-12-10QC) (PVC standard-80) of TORO USA make |
| 204 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 1\\" x 6\\" Nipple TOE |
| 205 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) Valve Box ,6\\" Round, GRN/GRN COVER of high desity polyethylene with heavy duty wall section to provide secure encloser |
| 206 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) QC Valve 1\\" of brass icluded ACME thread key connections |
| 207 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) QCV Key of brass with 360deg. rotation for operating mode |
| 208 | Providing and fixing of following size of HDPE Main Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & electro fusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required (750mm depth ) 1\\" Hose Swivel with 360 deg. Movement without hose tangling |
| 209 | Valve Box ,6\\" Round, GRN/GRN COVER of high desity polyethylene with heavy duty wall section to provide secure encloser |
| 210 | Golf Sprinkler FC/PC, ACME, 1\\" threaded inlet , Electric valve in head, 65 PSI Features |
| 211 | Swing Joint 12\\" 1\\" BSP x 1\\" ACME (PVC schedule-80) of 315 PSI |
| 212 | Station Based Flow management for optimum system performance and reduced water time window Automated multi-level hydraulic flow and electrical systems management (Electro-Flow) Electro-Flowª simultaneously manages hydraulic and electrical demands in the system for total system efficiency Detailed, color-coded graphing of system projected flow Manual adjustment factors allow for scheduling refinement by station, hole, program, course and for site. Calculates and executes runtimes to the second Automated adjustment factors allow scheduling refinement from 0-900% Programmable weather station and pump station alarms: Up to 99 responses for any alarm Integration. Integration with Flowtronex Pace Pump Station, Flowtronex Pumplog software, Watertronics Water Vision software, Grundfos Pump Station with Toro-Grundfos SATELLITE - CONTROLERS :- Stations 16 to 64 in 16 stations may run simultaneously---- Run times from 1 second to 23 hours and 59 minutes-0 to 3 fixed repeats per station Programs 64 independent programs up to 32 programs may be run imultaneously- Basic,Advanced and grow in programs-14 day calender or 1 to 30 day interval scheduling-0 to 3 fixed repeats per program-up-24 start times per program simultaneous station operation defined idependentely per program Satellite |
| 213 | percent adjust (1 to 900%) program percent adjust (10 to 250%) Station percent adjust (0 to 900%) Nonvolatile memory saves program data for up to 10 years without power--Manual operation -Multi Manal station start up to 32 station Program start-Program syringe DIMENSIONS- 16''W*39''H*15''D(406mm W x 990.6mm H x 381mm D) Input Power- 120/230 V a.c., 50/60 Hz -0.20 amps @ 117 V a.c.,60 Hz (no load)- 1.20 amps@117 V a.c,60 Hz (maximum load)-0.10 amps@230 V a.c,50 Hz (no load)-0.60 amps@230 V a.c,50 Hz (maximum load)---Station Power-24 V a.c 3.2 amps(77 VA)total-32 station may operate simultaneously The field satellite controller shall usemodular solid state control technologey and be capable of outomatic semi-outomatic and manual operations It shall be housed in a locking weatherproof pedestal-type enclosure constructed of bi-wall plastic Access to all wiring connection is through a locking door.Four bolts Shall secure the padestal to a concrete pad.The controller shall be made using corrosion resistant structural metals fasteners and electrical components Transparent covers shall protect critical circuit board and facilitate visual The field satellite controller shall usemodular solid state control technologey and be capable of outomatic semi-outomatic and manual operations It shall be housed in a locking weatherproof pedestal-type enclosure constructed of bi-wall plastic Access to all wiring connection is through a locking door.Four bolts Shall secure the padestal to a concrete pad.The controller shall be made using corrosion resistant structural metals fasteners and electrical components Transparent covers shall protect critical circuit board and facilitate visual 5/8\\"X8' Copper Clad Ground Rod (3M/PAIGE Electric) |
| 214 | The field satellite controller shall usemodular solid state control technologey and be capable of outomatic semi-outomatic and manual operations It shall be housed in a locking weatherproof pedestal-type enclosure constructed of bi-wall plastic Access to all wiring connection is through a locking door.Four bolts Shall secure the padestal to a concrete pad.The controller shall be made using corrosion resistant structural metals fasteners and electrical components Transparent covers shall protect critical circuit board and facilitate visual 5/8\\" Grounding Rod Clamp (3M/PAIGE Electric) |
| 215 | Supply following size of XLPE insulated & PVC sheathed armoured copper conductor power cable of 1.1 KV. Note- colour of insulation shall be red black & green. 1.5 sq.mm 3core Armoured cable Communication cable 16 AWG/ 1pr SHD/ARMD Solid copper |
| 216 | Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately) DSR Item-21.18 |
| 217 | Providing & fixing of fabricated poles of height 70 ft with 1 inch. Pipe for double side ladder and epoxy paint including all plates, nuts, bolts, clits etc. required for set-up & installation of total weight 1970 kgs complete in all respect to entire satisfaction of engineer-in-charge. |
| 218 | Providing & fixing of fabricated poles of height 80 ft with 1 inch. Pipe for double side ladder and epoxy paint including all plates, nuts, bolts, clits etc. required for set-up & installation of total weight 2280 kgs complete in all respect to entire satisfaction of engineer-in-charge. |
| 219 | Providing & fixing of fabricated poles of height 40 ft with 1 inch. Pipe for double side ladder and epoxy paint including all plates, nuts, bolts, clits etc. required for set-up & installation of total weight 890 kgs complete in all respect to entire satisfaction of engineer-in- |
| 220 | Construction of foundation of pole including Earthwork excavation of 8ft X 8ft X 8ft including dressing of all side & bottom, clearance & disposal of excess soil,Reinforcement of cold twisted bar of 12mm and 8mm (400 kgs), shuttering of foundation snd concrete M25 complete in all respect to entire satisfaction of engineer- in-charge. |
| 221 | Construction of foundation of pole including Earthwork excavation of 5ft X 5ft X 6ft including dressing of all side & bottom, clearance & disposal of excess soil, Reinforcement of cold twisted bar of 12mm and 8mm (150 kgs), shuttering of foundation snd concrete M25 complete in all respect to entire satisfaction of engineer- in-charge. |
| 222 | Providing and fixing of following size of HDPE Lateral Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & Butt/Electrofusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required 90 mm HDPE Pipe PE100 PN12.5 |
| 223 | Providing and fixing of following size of HDPE Lateral Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & Butt/Electrofusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required 75 mm HDPE Pipe PE100 PN12.5 |
| 224 | Providing and fixing of following size of HDPE Lateral Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & Butt/Electrofusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required 50 mm HDPE Pipe PE100 PN12.5 |
| 225 | Providing and fixing of following size of HDPE Lateral Pipe line conforming to IS:4984, suitable for the 12.5 bar working pressures with all Electro fusion fittings of SDR 11 or equivalent, PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. & Butt/Electrofusion jointing as per manufacturers' instruction, including earth work in excavation and refilling with the same soil material as per terms and conditions and specifications attached complete etc as required 40 mm HDPE Pipe PE100 PN12.5 |
| 226 | Supply and fixing of 2\\" Double union PVC Ball Valve. |
| 227 | Supply and fixing 250mm X 1 FPT Saddle (Model No: RSST-1004) of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 228 | Supply and fixing 200mm X 1 FPT Saddle (Model No: RSST-804)of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 229 | Supply and fixing 160mm X 1 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddle gaskit of high grade EPDM |
| 230 | Supply and fixing 110mm X 1 FPT Saddle of ductile iron used epoxy finish, all hardware and saddle strapes are made of 304SS with saddlegaskit of high grade EPDM |
| 231 | Supply and fixing 63 mm X 1'' Clamp Saddle PN12.5 |
| 232 | Golf Sprinkler FC/PC, ACME, 1\\" threaded inlet • Dual Trajectory adjustment on main nozzle - 25° or 15° • Part/Full circle sprinklers • Radius reduction screw 363-4839 for fine tuning • Ratcheting riser, • Nozzle base clutching • Pop-up height to nozzle: 8,25cm ( 3.25”), Operating Specifications Inlet: • 25mm (1”) ACME, • 40mm (1.5”) ACME Radius: • 13,1 – 25,3m (43’ – 83’), • 16,7 – 28,0m (55’ – 92’) Flow Rate: • 31,0 – 179,0 LPM (8.2 – 47.8 GPM) • 53,0 – 232,0 LPM (14.1 – 61.3 GPM) Precipitation Rates: • Minimum: 10,8 mm/hr (0.43”/hr); Maximum: 19,4 mm/hr (0.76”/hr) • Minimum: 11,4 mm/hr (0.45”/hr); Maximum: 20,5 mm/hr (0.81”/hr) Pilot Valve:,• Selectable at 3,4; 4,5; 5,5; and 6,9 Bar (50, 65, 80, 100 psi) Recommended Operating Pressure Range: |
| 233 | Supply and fixing 90 mm x 1'' Size Clamp Saddle |
| 234 | Supply and fixing 75 mm x 1'' Size Clamp Saddle |
| 235 | Supply and fixing 63 mm x 1'' Size Clamp Saddle |
| 236 | Supply and fixing 50 mm x 1'' Size Clamp Saddle |
| 237 | 3/4'' Inlet T5 Series Toro Rotor Sprinkler, flow 2.8 to 36.7 L/min operation pressure 1.7 to 4.8 bar (25 to 75 psi), pop-up height 127 mm ,Radius 7.6 to 15.2 m.sprinkler arc adjustments from 40° to 360°. |
| 238 | Supply and fixing 3/4'' x 12'', Swing Joint |
| 239 | Supply and fixing 63 mm x 3/4'' Size Clamp Saddle |
| 240 | Supply and fixing 50 mm x 3/4'' Size Clamp Saddle |
| 241 | Supply and fixing 40 mm x 3/4'' Size Clamp Saddle |
| 242 | Supply and fixing Direct Burial Splice Kit DBR/Y 600V |
| 243 | Supply and fixing 2'' Size electric globe/angle Irritrol 200B Series Solenoid Valve ,body constructed of corrosion- and UV-resistant PVC material with all stainless steel hardware and spring,24 V ac solenoid with a captive plunger, .4 amp inrush, and .2 amp holding,working pressure range from 20 psi minimum to 150 psi. |
| 244 | Supply and fixing TORO EZR -100 Pressure Regulator |
| 245 | Supply and fixing LYNX® SMART MODULE (LSM) -Toro Single Station Smart Module |
| 246 | Supply and fixing TORO Lynx Smart Hub Stations: 1000‐ Run times from 1 second to 23 hours and 59 minutes ‐ 0 to 3 fixed repeats per station • Programs: 64 independent programs, up to 32 programs may be run simultaneously ‐ Basic, Advanced and Grow‐In programs ‐ 14 day calendar or 1 to 30 day interval scheduling ‐ 0 to 3 fixed repeats per program ‐ Up to 24 start times per program ‐ Simultaneous station operation defined independently per program |
| 247 | Supply and fixing TORO Line surge protection kit |
| 248 | Supply and installation of VFD Pumping Unit having total discharge 1400 US GPM at 115 PSI. Head with Delivery Header pipe, fittings & accessories, PLC Control Panel with Non Return Valve, Butterfly Valves, Pressure Guage & Water Level Controller Complete) with 8'' Size Screen automatic filter,filter have self-cleaning mechanism and Bypass arrangement |
| 249 | Supply & laying of 150 gsm polyester geotextile for bunker as per instruction of consultant & recommendations of manufacturer, splice tapes, primers & seam etc required for installation, including complete installation by way of anchoring as per instructions and trenching & backfilling of the same, complete in all respect to entire satisfaction of engineer in charge. |
| 250 | Upto and including 16, 20 & 25 mm dia. |
| 251 | Providing and laying of Hardner of make Fosroc/Sika or equivalent approved make of VDF Flooring/CC road, using 5.0 kg per sqm, including spreading and finishing complete as per direction of Engineer in charge. The rate includes the cost of all labour, T&P, loading/Unloading, transportation, lead & lift etc as complete job, |
| 252 | Providing & fixing of 12 mm thick bison Board on MS Frame as per site requirement with necessary screws all complete as per direction of Engineer-in-charge. (Cost of the MS frame to be paid separately under relevant item) |
| 253 | Making provision for contraction/expansion, construction, and longitudinal joints on CC Road (10 mm wide x 25 mm deep) by groove cutting machine providing and filling joints with approved joint filler and sealant complete as per direction of Engineer-in-Charge. |
| 254 | Supplying, fitting, and fixing Single lever concealed divertor of the approved brand as directed and specified: ROCA Make-Model RT5258433A1,RT5258448A1. |
| 255 | Supplying, fitting, and fixing Estrella Spout with divertor of the approved brand as directed and specified: ROCA Make-Model RT5A0403CA1 |
| 256 | Supplying, fitting, and fixing TORRENTE Hand Shower of100mm with 1.7 meter Chromes Flexible shower Hose and Hook of the approved brand as directed and specified: ROCA Make-Model RF61500A1, RF5B2115C00, RF526704010 |
| 257 | Supplying, fitting, and fixing Victoria New Basin Mixer without Pop Up of the approved brand as directed and specified: ROCA Make-Model RT5A3125CA1 |
| 258 | Supplying, fitting, and fixing Victoria Pillar Cock of the approved brand as directed and specified: ROCA Make-Model |
| 259 | Supplying, fitting, and fixing Waste Coupling W/O PopWaste Coupling W/O Pop up -32mm dia -130mm Long of the approved brand as directed and specified: ROCA Make-Model RF5054017A1 |
| 260 | Supplying, fitting, and fixing Lure Robe Coat Hook of the approved brand as directed and specified: ROCA Make-Model RA816070121 |
| 261 | Supplying, fitting, and fixing Lure Towel Ring of the approved brand as directed and specified: ROCA Make-Model RA816070172 |
| 262 | Supplying, fitting, and fixing Lure Towel Rail of the approved brand as directed and specified: ROCA Make-Model RA816070165 |
| 263 | Providing and fixing Table Top WASH BASIN Size 520x440mm White shade of the approved brand as directed and specified:-ROCA Make- Model - RS327882000 |
| 264 | Supplying, fitting, and fixing JAVA CT OVAL BASIN - White shade of the approved brand as directed and specified: ROCA Make- Model RS327863460 |
| 265 | Supplying, fitting, and fixing TORRENTE 175 mm Rain OH Shower and Shower Arm of the approved brand as directed and specified: ROCA Make- Model RF21000A1 |
| 266 | Providing and fixing health faucet with hose and hook - white ofROCA make, Code- RF9061A1 |
| 267 | Providing and fixing Bottle Trap ECO ROCA make , Code- |
| 268 | Providing and fixing Zoloto make bronze metal gate valve with 20 mm nominal bore gate valve (Hex. Type) |
| 269 | Providing and fixing Zoloto make bronze metal gate valve with 25 mm nominal bore gate valve (Hex. Type) |
| 270 | Providing and fixing Zoloto make bronze metal gate valve with 32 mm nominal bore gate valve (Hex. Type) |
| 271 | Providing and fixing Zoloto make bronze metal gate valve with 40 mm nominal bore gate valve (Hex. Type) |
| 272 | Providing and fixing Zoloto make bronze metal gate valve with 50 mm nominal bore gate valve (Hex. Type) |
| 273 | 65 mm nominal bore gate valve (Hex. Type) |
| 274 | 80 mm nominal bore gate valve (Hex. Type) |
| 275 | Providing and fixing glazing in aluminium door/uPVC windows ventilator shutters, and partitions, etc. with EPDM rubber/neoprene gasket, etc. complete as per the architectural drawings and the directions of the engineer-in-charge. With float Toughened glass panes of 6.0 mm thickness. |
| 276 | Providing and fixing Zoloto make bronze metal gate valve with Stainless steel handle for 12 mm toughened glass door |
| 277 | Providing and fixing Zoloto make bronze metal gate valve with Stainless steel door lock 12 mm toughened glass door |
| 278 | Providing and fixing Zoloto make bronze metal gate valve with Stainless steel door stopper 12 mm toughened glass door |
| 279 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 280 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 20 mm nominal bore |
| 281 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 25 mm nominal bore |
| 282 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 32 mm nominal bore |
| 283 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 40 mm nominal bore |
| 284 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 50 mm nominal bore |
| 285 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 65 mm nominal bore |
| 286 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 80 mm nominal bore |
| 287 | Cutting holes up to 150x175 mm in R.C.C. roof/beam 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. |
| 288 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of the Engineer-In- Upto and including 12mm dia. |
| 289 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de- shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 290 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 291 | Providing 40x5 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 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal |
| 292 | Providing and fixing IS : 12817 marked Antique brass butt hinges (heavy weight) with brass screws etc. complete : 125x87.5x4.5 mm |
| 293 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and |
| 294 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 295 | Extra for pre finished nosing to treads of steps ,window sill etc of marble / granite stone. |
| 296 | Extra for marble / granite stone flooring in treads of steps and risers using single length up to 2.00 metre. |
| 297 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge |
| 298 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 299 | Supply of 54 mm thick designer panelled door with 30 mm thick flush door shutter ,panelling with 12 mm and 6 mm thick HDHMR board both sides as per approved design including cost of all material labour T& P etc required for proper completion of work. |
| 300 | Providing and making decorative plaster of paris (super fine quality) cornice (cast in situ), moulding in the required profile and smooth in line and level to the entire satisfaction of Project Manager complete as per design and drawing |
| 301 | Providing wall putty on new surface with approved qualitymaterial of Berger / J.K. / Birla or similar make 2 coats. |
| 302 | Providing and applying three or more coats of best quality DUCO paint of approved manufacture and shade to the applied evenly to give approved Matt finish, including preparation of surface and coat of approved primer complete as per specifications.make sirca,Asian With Wooden Surface. |
| 303 | Providing and fixing 25mmx25mm first class timber balustrade 25mmx25mm square, wrought fixed with ends housed (square or splayed) to hand rails and trends or strips complete. (a) With 1st class Teak wood / Sissu wood.make Dorma ,Haffle, Aceline |
| 304 | Providing and fixing PVD Rose gold finished brass tower bolts with necessary screws etc. complete approved by architect and engineer in charge: 450 x 8mm.make Dorma ,Haffle, Aceline |
| 305 | Providing and fixing PVD Rose gold finished brass tower bolts with necessary screws etc. complete approved by architect and engineer in charge: 600 x 10mm.make Dorma ,Haffle, Aceline |
| 306 | Providing and fixing brass handle with screws complete length 335mm finish as per selection and approved by architect and engineer in charge.make Dorma ,Haffle, Aceline |
| 307 | Providing and fixing brass handle with screws complete length 600 mm finish as per selection and approved by architect and engineer in charge.make Dorma ,Haffle, Aceline |
| 308 | Providing and fixing brass handle with screws complete length 800 mm finish as per selection and approved by architect and engineer in charge.make Dorma ,Haffle, Aceline |
| 309 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm. |
| 310 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 150x10 mm. |
| 311 | Providing and fixing bright finished brass handles with screws etc. complete : 125 mm. |
| 312 | Providing and fixing bright finished brass handles with screws etc. complete : 100 mm. |
| 313 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 314 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 315 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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