Construction Of Type-Ii Residence At Mandi Samiti Campus , Nanakmatta
Tender Value
56.14 Lakhs
Estimated cost
Bid Submission
10 Feb 2020
0 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nanakmatta → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Type-Ii Residence At Mandi Samiti Campus , Nanakmatta
BOQ
| Name of Work: Construction of Type-II Residence at Campus Mandi Samiti, Nanakmatta | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.2.8.1 DSR | BI01010001010000000000000515BI0100001112 | 91.09 | cu.m |
| 2 | 2 | Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mm thick, expanded poly ethylene foam sheets having 40kg/cum density over prepared surface. The bomboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of Engineer in-charge. 26.2 DSR | BI01010001010000000000000515BI0100001113 | 50.8 | Sqm |
| 3 | 3 | 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) 4.1.8 DSR | BI01010001010000000000000515BI0100001114 | 20.07 | cu.m |
| 4 | 4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)5.1.2 dsr | BI01010001010000000000000515BI0100001115 | 66.07 | cu.m |
| 5 | 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.2.2 DSR | BI01010001010000000000000515BI0100001116 | 72.68 | cu.m |
| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 DSR | BI01010001010000000000000515BI0100001117 | 109.18 | Sqm |
| 7 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 DSR | BI01010001010000000000000515BI0100001118 | 79.97 | Sqm |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform 5.9.3 DSR | BI01010001010000000000000515BI0100001119 | 66.09 | Sqm |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 | BI01010001010000000000000515BI0100001120 | 164.73 | Sqm |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Stairs, (excluding landings) except spiral-staircases 5.9.7 DSR | BI01010001010000000000000515BI0100001121 | 13.52 | Sqm |
| 11 | 11 | 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. 5.22.6 DSR | BI01010001010000000000000515BI0100001122 | 118.96 | Qtl |
| 12 | 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 6.1.2 DSR | BI01010001010000000000000515BI0100001123 | 4.18 | cu.m |
| 13 | 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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) 6.4.2 DSR | BI01010001010000000000000515BI0100001124 | 30.35 | cu.m |
| 14 | 14 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 6.13.2 DSR | BI01010001010000000000000515BI0100001125 | 49.86 | sq.m |
| 15 | 15 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 6.15 | BI01010001010000000000000515BI0100001126 | 49.86 | sq.m |
| 16 | 16 | 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. 2.25 | BI01010001010000000000000515BI0100001127 | 72.87 | cu.m |
| 17 | 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nomin l size). 4.1.2 DSR | BI01010001010000000000000515BI0100001128 | 23.985 | cu.m |
| 18 | 18 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 2.27 DSR | BI01010001010000000000000515BI0100001129 | 8.37 | cu.m |
| 19 | 19 | Making plinth protection 50mm 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 necessary excavation, levelling & dressing & finishing the top smooth. 4.17 DSR | BI01010001010000000000000515BI0100001130 | 13.96 | sq.m |
| 20 | 20 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb 10.14.3.1 DSR | BI01010001010000000000000515BI0100001131 | 157.8 | rmt. |
| 21 | 21 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 9.48.1 DSR | BI01010001010000000000000515BI0100001132 | 259.2 | Kg |
| 22 | 22 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 9.21.1 | BI01010001010000000000000515BI0100001133 | 37.8 | Sqm |
| 23 | 23 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.1 DSR | BI01010001010000000000000515BI0100001134 | 15.96 | Sqm |
| 24 | 24 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading 9.51.2 DSR | BI01010001010000000000000515BI0100001135 | 17.28 | Sqm |
| 25 | 25 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 14.5.2 | BI01010001010000000000000515BI0100001136 | 9.03 | Sqm |
| 26 | 26 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 9.48.1 DSR | BI01010001010000000000000515BI0100001137 | 112.9 | Kg |
| 27 | 27 | 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.\n M.S. tube 10.26.1 DSR | BI01010001010000000000000515BI0100001138 | 171.45 | kg |
| 28 | 28 | Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 20 mm diamete 14.28.1 | BI01010001010000000000000515BI0100001139 | 27.26 | rmt. |
| 29 | 29 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 10.15.1 DSR | BI01010001010000000000000515BI0100001140 | 41.33 | kg |
| 30 | 30 | 12 mm cement plaster: 1:6 (1 cement : 6 fine sand) 13.1.2 DSR | BI01010001010000000000000515BI0100001141 | 378.17 | sq.m |
| 31 | 31 | 15 mm cement plaster:1:6 (1 cement : 6 fine sand) 13.2.2 | BI01010001010000000000000515BI0100001142 | 378.17 | sq.m |
| 32 | 32 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 13.16.1 | BI01010001010000000000000515BI0100001143 | 133.81 | sq.m |
| 33 | 33 | White washing with lime to give an even shade : New work (three or more coats) 13.37.1 DSR | BI01010001010000000000000515BI0100001144 | 133.81 | sq.m |
| 34 | 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 13.26 DSR | BI01010001010000000000000515BI0100001145 | 479.261 | sq.m |
| 35 | 35 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 13.41.1 | BI01010001010000000000000515BI0100001146 | 479.261 | sq.m |
| 36 | 36 | 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 13.45.1 DSR | BI01010001010000000000000515BI0100001147 | 277.09 | sq.m |
| 37 | 37 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 13.62.1 DSR | BI01010001010000000000000515BI0100001148 | 123.93 | sq.m |
| 38 | 38 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 11.38 DSR | BI01010001010000000000000515BI0100001149 | 88.79 | sq.m |
| 39 | 39 | 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.37 DSR | BI01010001010000000000000515BI0100001150 | 23.24 | sq.m |
| 40 | 40 | 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. 8.31 DSR | BI01010001010000000000000515BI0100001151 | 63.16 | sq.m |
| 41 | 41 | 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 texture laid 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 to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm 8.2.2.1 DSR | BI01010001010000000000000515BI0100001152 | 6.07 | sq.m |
| 42 | 42 | 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 cement0 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 mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- 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 3 mm deep.\n(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 : 22.7 DSR | BI01010001010000000000000515BI0100001153 | 38.92 | sqm |
| 43 | 43 | 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 : (a) 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. (b) 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 of pipes and masonry with polymer mixed slurry. 22.5 DSR | BI01010001010000000000000515BI0100001154 | 5.65 | sqm |
| 44 | 44 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm 9.97.4 | BI01010001010000000000000515BI0100001155 | 75 | NOS |
| 45 | 45 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm 9.97.2 DSR | BI01010001010000000000000515BI0100001156 | 42.5 | NOS |
| 46 | 46 | 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 9.100.1 DSR | BI01010001010000000000000515BI0100001157 | 37.5 | NOS |
| 47 | 47 | 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 board 610x510 mm bowl depth 200 mm 17.10.2.1 | BI01010001010000000000000515BI0100001158 | 2 | each |
| 48 | 48 | 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 17.3.1 | BI01010001010000000000000515BI0100001159 | 2 | each |
| 49 | 49 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 17.19.1 | BI01010001010000000000000515BI0100001160 | 1 | each |
| 50 | 50 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : Flat back wash basin of size 630x450 mm 17.25.1 | BI01010001010000000000000515BI0100001161 | 1 | each |
| 51 | 51 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 17.22 | BI01010001010000000000000515BI0100001162 | 6 | each |
| 52 | 52 | Providing and fixing each white vitreous china water closet squatting pan (Indian type) Long pattern W.C. pan of size 580 mm Orissa pattern W.C. pan of size 580x440 mm 17.1.1 | BI01010001010000000000000515BI0100001163 | 2 | each |
| 53 | 53 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore 18.10.3 | BI01010001010000000000000515BI0100001164 | 21 | metre |
| 54 | 54 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore 18.10.1 | BI01010001010000000000000515BI0100001165 | 37.6 | metre |
| 55 | 55 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 50 mm dia nominal bore 18.10.6 | BI01010001010000000000000515BI0100001166 | 23.26 | metre |
| 56 | 56 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore 18.11.1 | BI01010001010000000000000515BI0100001167 | 37.6 | metre |
| 57 | 57 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 18.18.3 | BI01010001010000000000000515BI0100001168 | 1 | each |
| 58 | 58 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore 18.17.1 | BI01010001010000000000000515BI0100001169 | 2 | each |
| 59 | 59 | PROviding and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 15 mm nominal bore 18.50.1 | BI01010001010000000000000515BI0100001170 | 2 | each |
| 60 | 60 | 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 nominal bore 18.51.1 | BI01010001010000000000000515BI0100001171 | 2 | each |
| 61 | 61 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 18.52.1 | BI01010001010000000000000515BI0100001172 | 4 | each |
| 62 | 62 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 18.53.1 | BI01010001010000000000000515BI0100001173 | 4 | each |
| 63 | 63 | Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 107 mm long, weighing not less than 110 gms 18.56.1 | BI01010001010000000000000515BI0100001174 | 8 | each |
| 64 | 64 | Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 17.35.1.2 | BI01010001010000000000000515BI0100001175 | 77.3 | mtr |
| 65 | 65 | Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS : 3989 7 17.39.1.2 | BI01010001010000000000000515BI0100001176 | 39 | each |
| 66 | 66 | Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nutsSand cast iron S&S as per IS - 3989 complete : 100x100x100x100 mm 17.41.1.2 | BI01010001010000000000000515BI0100001177 | 16 | each |
| 67 | 67 | Providing and fixing double equal plain junction of required degree. 75x75x75x75 mm Sand cast iron S&S as per IS - 3989 17.42.2.2 | BI01010001010000000000000515BI0100001178 | 13 | each |
| 68 | 68 | 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. 17.31 | BI01010001010000000000000515BI0100001179 | 2 | each |
| 69 | 69 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 18.65 | BI01010001010000000000000515BI0100001180 | 2 | each |
| 70 | 70 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 17.73.1 | BI01010001010000000000000515BI0100001181 | 2 | each |
| 71 | 71 | Providing and fixing toilet paper holder : C.P. brass 17.34.1 | BI01010001010000000000000515BI0100001182 | 2 | each |
| 72 | 72 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms 17.64 | BI01010001010000000000000515BI0100001183 | 2 | each |
| 73 | 73 | 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. 18.48 | BI01010001010000000000000515BI0100001184 | 1000 | LT |
| 74 | 74 | Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand). Stone ware spout 12.37.1 | BI01010001010000000000000515BI0100001185 | 20 | each |
| 75 | 75 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 8.21.2.1 | BI01010001010000000000000515BI0100001186 | 16 | each |
| 76 | 76 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. | BI01010001010000000000000515BI0100001187 | 25.73 | cu.m |
| 77 | 77 | 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) 4.1.8 | BI01010001010000000000000515BI0100001188 | 2.91 | cu.m |
| 78 | 78 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.2 ment mortar 1:6 (1 cement : 6 coarse sand 6.1.2 | BI01010001010000000000000515BI0100001189 | 11.89 | cu.m |
| 79 | 79 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 | BI01010001010000000000000515BI0100001190 | 7.19 | cu.m |
| 80 | 80 | 15 mm cement plaster on the rough side of single or half brick wall13.2.2 1:6 (1 cement: 6 fine sand)13.2.2 1:6 (1 cement: 6 fine sand)13.2.2 DSR 2016 | BI01010001010000000000000515BI0100001191 | 143.59 | sqm |
| 81 | 81 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. ncluding priming coat with approved steel primer all complete.Fixed to steel windows by welding 9.48.1 | BI01010001010000000000000515BI0100001192 | 560.25 | K.g |
| 82 | 82 | White washing with lime to give an even shade : New work (three or more coats) 13.37 | BI01010001010000000000000515BI0100001193 | 143.59 | sqm |
| 83 | 83 | Providing and laying 60mm thick faciory made cement ncreteinterlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.68 | BI01010001010000000000000515BI0100001194 | 24 | sqm |
| 84 | 84 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by elding 9.48.1 | BI01010001010000000000000515BI0100001195 | 540 | Kg |
| 85 | 85 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture13.62.1 | BI01010001010000000000000515BI0100001196 | 24.3 | sqm |
AI Tender Summary
Tender Timeline
Jan 31, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
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