}

Tender For Construction Of Kisan Bhawan In Village- Ronija Yea Wc-06 - 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, Gautam Buddha Nagar-Uttar Pradesh

Yamuna Expressway Industrial Development Authority has published Tender For Construction Of Kisan Bhawan In Village- Ronija Yea Wc-06 - 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. Submission Date for this Tender is 09-06-2025. Building Work Tenders in Gautam Buddha Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49372265
Tender For Construction Of Kisan Bhawan In Village- Ronija Yea Wc-06 - 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
Tender
Indian
Uttar Pradesh
Gautam Buddha Nagar
09-06-2025

Tender Documents

Tender Details

Tender For Construction Of Kisan Bhawan In Village- Ronija Yea Wc-06 - 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. (UPPWD/SOR-2020/259(i)) 2 Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1 3 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a of cleared.50 M. out side the periphery of area distance (UPPWD/SOR-2020/255) 4 Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 5 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. (DAR/2.34.1/Based on UPPWD/SOR-2020)) 6 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DAR/2.35.3.1/Based on UPPWD/SOR-2020)) 7 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 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 finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020)) 8 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).(DAR/6.44/Based on UPPWD/SOR-2020)) 9 2.5 cm thick Damp Proof Course with Cement and approved coarse sand 1:1½ with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.(UPPWD/SOR-2020/361) 10 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturers specification.(DAR/4.12/Based on UPPWD/SOR-2020)) 11 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.(DAR/4.13/Based on UPPWD/SOR-2020) 12 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 13 Foundations, footings, bases of columns, etc. for mass concrete.(DAR/5.9.1/Based on UPPWD/SOR-2020)) 14 Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) 15 Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) 16 Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) 17 Stairs, (excluding landings) except spiral-staircases. (DAR/5.9.7/Based on UPPWD/SOR-2020)) 18 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) 19 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 upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) 20 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 aboveplinth level upto floor V level . (DAR/5.33.2/Based on UPPWD/SOR-2020)) 21 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./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) 22 M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a) 23 M-150 brick work in 1:4 one cement and four coarse sand mortar n superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than one brick. including supply of all material, labour, T&P etc. required for proper completion of the work.i Add extra labour to above items. (UPPWD/SOR-2020/309) 24 Half brick masonry with bricks of class designation 150 in superstructure above plinth level upto floor V level.Cement mortar 1:4 (1 cement : 4 coarse sand). (DAR/6.13.2/Based on UPPWD/SOR-2020)) 25 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 architecturaldrawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) :Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DAR/21.1.1/Based on UPPWD/SOR-2020)) 26 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm (DAR/9.100.1/Based on UPPWD/SOR-2020)) 27 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper (DAR/9.101.1/Based on UPPWD/SOR-2020)) 28 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. (DAR/9.101.1/Based on UPPWD/SOR-2020)) 29 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020)) 30 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 31 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall bepaid for separately). Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. Area of slab upto 0.50 sqm.(DAR/8.1.1.1/Based on UPPWD/SOR-2020)) 32 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. (DAR/11.26.1/Based on UPPWD/SOR-2020)) 33 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DAR/11.27/Based on UPPWD/SOR-2020)) 34 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 35 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Raj Nagar plain. (DAR/11.23.2/Based on UPPWD/SOR-2020)) 36 Providing and laying heavy duty 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), including grouting the joints with white cement and matching pigments etc., complete. Size of tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 37 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 on20 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. (DAR/11.37/Based on UPPWD/SOR-2020)) 38 12mm cement plaster of mix:1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020) 39 6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)) 40 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in charge (payment for providing grooves shall be made separately) (DAR/13.72/Based on UPPWD/SOR-2020)) 41 Providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of RCC and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by Engineer-in-charge, scaffolding etc. complete ½x24 gauge (AR/YEIDA//Based on UPPWD/SOR-2020)) 42 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters andalso including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour,Tools & plants etc.required for proper completion of the work. (but for every coat after the first coat).(UPPWD/SOR-2020/649+650) 43 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of: 1st course of applying cement slurry @ 4.4Kg/Sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area.IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ 1.7Kg/Sqm. (DAR/22.3.1/Based on UPPWD/SOR-2020)) 44 Cinder filling in sunken portion of W.C. & kitchen with approved quality of cinder including supply of labour, material and T&P etc. required for proper completion of the work as per direction of Engineer-Incharge (AR/YEIDA//Based on UPPWD/SOR-2020) 45 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 up to 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 waterproofing 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 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm.(DAR/22.7.1/Based on UPPWD/SOR-2020) 46 Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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. (UPPWD/SOR-2020/New Item/P-28) 47 Providing and fixing toilet paper holder : C.P. brass (DAR/17.34.1/Based on UPPWD/SOR-2020) 48 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020) 49 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(DAR/17.73.2/Based on UPPWD/SOR-2020)) 50 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DAR/17.31/Based on UPPWD/SOR-2020) 51 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 : Rectangular shape 1500x450 mm(DAR/17.32.4/Based on UPPWD/SOR-2020)) 52 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 similar works. (DAR/10.25.2/Based on UPPWD/SOR-2020)) 53 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(DAR/13.73.2/Based on UPPWD/SOR-2020)) 54 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube. (DAR/10.26.1/Based on UPPWD/SOR-2020)) 55 Providing and fixing Heat resistant terrace tiles (300x300mm) having an initral solar reflectiance of no less than 0-70 and an initial emittance no less than 0.75. solar reflectiance shall be determined I accordance with ASTME90396 and emittance shall be determined in accordance with ASTME408-71(RA1996), on water proof and sloped surface of tarrace, laid on 20mm thick cement sand mortar in the ratio of 1:4(1 cement: 4 coarse sand ) and grouting the joints with mix of white cement and marbale power in ratio of 1:1 including rubbung and polishing of the surface upto 3 cuts completion, including skirting upto 150mm height along the parapel wall in the same manner all complete as per direction for engineer- in-charge. SOR2020/New Item- 3/P-29 56 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (DAR/8.3.2/Based on UPPWD/SOR-2020)) 57 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Anodized (AC 15) aluminium.(DAR/21.15.1/Based on UPPWD/SOR-2020)) 58 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texturelaid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. (DAR/8.2.2.1/Based on UPPWD/SOR-2020)) 59 Internal water Supply and Sanitary work 60 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge External work 61 40 mm OD pipes.(DAR/18.9.5/Based on UPPWD/SOR-2020)) 62 50 mm OD pipes.(DAR/18.9.6/Based on UPPWD/SOR-2020)) 63 63 mm OD pipes.(DAR/18.9.6/Based on UPPWD/SOR-2020)) 64 75 mm OD pipes.(DAR/18.9.8/Based on UPPWD/SOR-2020) 65 100 mm OD pipes.(DAR/18.9.9/Based on UPPWD/SOR-2020) 66 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 67 15mm OD pipes. (DAR/18.8.1/Based on UPPWD/SOR-2020) 68 20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 69 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 70 32mm OD pipes. (DAR/18.8.4/Based on UPPWD/SOR-2020) 71 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 72 110mmdia Pipes.(DAR/12.41.2/Based on UPPWD/SOR-2020) 73 160 mm dia Pipes. (DAR/12.41.2/Based on UPPWD/SOR-2020) 74 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 pipe.(DAR/19.6.3/Based on UPPWD/SOR-2020) 75 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore.(DAR/18.15.1/Based on UPPWD/SOR-2020) 76 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 77 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 78 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 79 40 mm nominal bore. (DAR/18.17.3/Based on UPPWD/SOR-2020) 80 80 mm nominal bore. (DAR/18.17.6/Based on UPPWD/SOR-2020) 81 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DAR/17.1.1/Based on UPPWD/SOR-2020) 82 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid. (DAR/17.3.1/Based on UPPWD/SOR-2020)) 83 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 depth 250 mm (DAR/17.10.1.1/Based on UPPWD/SOR-2020) 84 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C.automatic flushingcistern. (DAR/17.5.2/Based on UPPWD/SOR-2020) 85 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020) 86 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 87 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. (DAR/18.35.1/Based on UPPWD/SOR-2020) 88 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 : 89 250 mm dia R.C.C pipe.(DAR/19.2.4/Based on UPPWD/SOR-2020) 90 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design 91 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.(DAR/18.33.1/Based on UPPWD/SOR-2020) 92 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 93 (DAR/18.48/Based on UPPWD/SOR-2020)

Key Value

Document Fees
INR 5875 /-
EMD
INR 820800.0 /-
Tender Value
INR 4.10 Crore /-

Attachment

FileName File Description File Size
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail