Tender For Provision Of Arboriculture Work, Area Development Etc. At Multistory Type-Iv (S) Accommodation Timarpur, Delhi
Tender Value
46.30 Lakhs
Estimated cost
Bid Submission
05 Sep 2026
9 days left
EMD
92600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Arboriculture Work, Area Development Etc. At Multistory Type-Iv (S) Accommodation Timarpur, Delhi
BOQ
| Sl. No. | Item Description |
| 1 | Civil work (Building Including internal Services)(A)Toilet block Plinth Area (7.26 sqm) size(3.30x2.20M) |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & for all lift. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 7 | Diluting and injecting chemical emulsion for Post Construction anti-termite treatment (excluding the cost of chemical emulsion) : |
| 8 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface 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. |
| 9 | 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 M sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) including mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement and a coat of residual petroleum bitumen of grade VG 10 of approved quality using 1.7kg 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. |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 15 | (a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 16 | (b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 18 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 21 | Suspended floors, roofs, landings, balconies and access platform. |
| 22 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 24 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone -III) derived from natural sources : 6 graded stone aggregate 20m nominal size derived from natural sources) 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 and dressing & finishing the top smooth. |
| 25 | 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). |
| 26 | 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 M sand) |
| 27 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 28 | 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 M sand) |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 30 | 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 levelCement mortar 1 : 4 (1 cement : 4 M sand) |
| 31 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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 of edges to give high gloss finish etc. complete at all levels (including edge moulding wherever required).Granite stone slab of colour black, cherry/ruby red Area of slab over 0.50 sqm |
| 35 | Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 36 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. |
| 37 | Providing and fixing to existing door frames.30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. |
| 38 | 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 |
| 39 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50x12 mm |
| 40 | 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 |
| 41 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 42 | 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. |
| 43 | 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) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 44 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 45 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4 mm thickness (weight not less than 10.0 kg/sqm) |
| 46 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.250x16 mm |
| 47 | 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 : |
| 48 | 200x10mm |
| 49 | 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 :a) 125mm long |
| 50 | 6mm cement plaster with cement mortar 1:3 (1 cement : 3 Fine sand) |
| 51 | 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 coarse sand) |
| 52 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 53 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 54 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 55 | 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. |
| 56 | White washing with lime to give an even shade :New work (three or more coats) |
| 57 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacture and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 58 | Finishing walls with Acrylic Smooth exterior paint of required shade.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @0.90 lit/10 sqm) |
| 59 | Applying priming coat:With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
| 60 | 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. |
| 61 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid , 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required, approved make :W.C. pan with ISI marked white solid plastic seat and lid. Hindware Slick, Cat. no : 20011 or equivalent. |
| 62 | Providing and fixing wash basin with C.I. brackets, with 15 mm C.P brass pillar taps, 32 mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White vitreous china wash basin of size 550 x 400mm with a pair of pillar tap.(Basin - Hindware, Cat. no : 10038, Pillar Cock - Jaquar, Cat. no:FLR-5011N or equivalent, ) |
| 63 | 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 :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern, Make : Hindware - CAT NO. 60002 or equivalent. |
| 64 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\\" BSP thread and shapes, weighing not less than 60 gms. |
| 65 | Providing and fixing PTMT urinal cock of approved quality and colour.15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms |
| 66 | 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. |
| 67 | 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. |
| 68 | 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. |
| 69 | 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. |
| 70 | Providing and fixing soil , waste and vent pipes including all fittings & adhesive complete. |
| 71 | 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 72 | 75mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 73 | Providing and fixing 100 mm sand cast Iron grating for gully trap |
| 74 | 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 x 300 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 typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 75 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore with 45cm length. |
| 76 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe32 mm dia |
| 77 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 78 | 15 mm nominal bore |
| 79 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 : 15mm nominal bore |
| 80 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 81 | 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 |
| 82 | 32 mm nominal outer dia Pipes |
| 83 | 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 |
| 84 | 20 mm nominal outer dia Pipes |
| 85 | Providing and placing on terrace polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including fittings and the base support for tank. |
| 86 | Provision of gun metal valve of following size including valve chamber CI cover and taking connection from existing pipe line. |
| 87 | 32 mm nominal bore |
| 88 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 89 | 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 : |
| 90 | 150 mm dia. R.C.C. pipe |
| 91 | 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 : |
| 92 | 150 mm diameter S.W. pipe |
| 93 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 M sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 M sand : 3 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4 M sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 M sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :a) Inside size 90 x 80cm and 45 cm deep including CI cover with frame ( light duty) 455 x 610mm internal dimension, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)i) With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 94 | 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 : |
| 95 | For pipes 100 to 250 mm diameter |
| 96 | (B) Sentry Post Plinth Area (4.50 sqm) size (2.25x2.00M) |
| 97 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 98 | 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, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of Soil |
| 99 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & for all lift. |
| 100 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 101 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 102 | Diluting and injecting chemical emulsion for Post Construction anti-termite treatment (excluding the cost of chemical emulsion) : |
| 103 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface 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. |
| 104 | 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 M sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 105 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 106 | 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 107 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing. |
| 108 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) including mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement and a coat of residual petroleum bitumen of grade VG 10 of approved quality using 1.7kg 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. |
| 109 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 110 | (a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 111 | (b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 112 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 113 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 115 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 116 | Suspended floors, roofs, landings, balconies and access platform. |
| 117 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 118 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 119 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone -III) derived from natural sources : 6 graded stone aggregate 20m nominal size derived from natural sources) 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 and dressing & finishing the top smooth. |
| 120 | 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). |
| 121 | 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 M sand) |
| 122 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 123 | 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 : |
| 124 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 125 | 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. |
| 126 | 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. |
| 127 | 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 of edges to give high gloss finish etc. complete at all levels (including edge moulding wherever required).Granite stone slab of colour black, cherry/ruby red Area of slab over 0.50 sqm |
| 128 | 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 |
| 129 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50x12 mm |
| 130 | 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 |
| 131 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 132 | 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. |
| 133 | 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) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 134 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 135 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4 mm thickness (weight not less than 10.0 kg/sqm) |
| 136 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.250x16 mm |
| 137 | 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 : |
| 138 | 200x10mm |
| 139 | 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 :a) 125mm long |
| 140 | 6mm cement plaster with cement mortar 1:3 (1 cement : 3 Fine sand) |
| 141 | 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 coarse sand) |
| 142 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 143 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). |
| 144 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 145 | 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. |
| 146 | White washing with lime to give an even shade :New work (three or more coats) |
| 147 | Finishing walls with Acrylic Smooth exterior paint of required shade.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @0.90 lit/10 sqm) |
| 148 | Applying priming coat:With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
| 149 | 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. |
| 150 | ( C) AREA DEVELOPMENT AND MISC |
| 151 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar |
| 152 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil. |
| 153 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. All kinds of soil |
| 154 | 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 up to 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. |
| 155 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 156 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 157 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 158 | 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 159 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 160 | 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 M sand)Cement mortar 1:6 (1 cement : 6 M sand) |
| 161 | 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 M sand)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 162 | 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) |
| 163 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 164 | Foundations, footings, bases of columns, etc. for mass concrete |
| 165 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 166 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 167 | 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. |
| 168 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 169 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/ 31000/ 40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/ self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer -in- Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses. 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. |
| 170 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 171 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. |
| 172 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 173 | 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. |
| 174 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge |
| 175 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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. |
| 176 | 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. |
| 177 | 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 |
| 178 | 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. |
| 179 | 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. |
| 180 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 181 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete: Ridges plain (500 - 600mm) |
| 182 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 183 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 184 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. |
| 185 | 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. |
| 186 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 187 | (Arboriculture) |
| 188 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to1.5mtrAll kind of soil |
| 189 | Trenches in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by fillling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water (excluding cost of imported earh, sludge or manure |
| 190 | Supply and stacking of good Earth at site including royalty and carriage up to 5 km lead complete (Earth measured in stacks will be reduced by 20 % for payment |
| 191 | Supply and stacking at site dump manur from approved source, including carriage up to 5 km lead complete (manure measured in stacks will be reduced by 8 % for paymentScreened through sieve of I.S designatin 16 mm |
| 192 | Providing & laying selection no 1 grass turf with earth 50 mm 60 mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenancen for 30 days or more till the grass establish properly, as per direction of officer in charge |
| 193 | Digging holes in ordinary soil and refilling the same with excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplush earth, if any, with all leads and lifts 9cost of manure,sludge or extra good earth if needed to be paid for seprataly) |
| 194 | a) Holes 60 cm dia, and 60 cm deep |
| 195 | b) Holes 45 cm dia, and 45 cm deep |
| 196 | Spreading of sludge,dump manur and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge,dump manure and/or good earth to be paid seprataly |
| 197 | Mixing Earth and sludge or manure in the required proportion specified or directed by the officer-in charge |
| 198 | Providing and stacking of Duranta golden, having height 12 to 15 cm bushty shape with fresh and healthy leaves in poly bag & as per per direction of the officer- in -charge |
| 199 | Providing and stacking of Polyalthia longifolia (Ashok) of hight 180 -195 cm . In gunny bag of size 30 cm as per direction of the officer- in -charge |
| 200 | Providing and stacking of Terminalia arjuna of hight 150 -165 cm . Inbig polybag of size 25 cm as per direction of the officer- in -charge |
| 201 | providing and stacking of Cassia biflora of height 90-105 cm, well branched bushy in big size HDPE bag as per direction of the offocer-in-charge |
| 202 | providing and stacking of Cassia Laevigata of height 45-75 cm, with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge |
| 203 | providing and stacking of Cestrum nocturnum (Rat ki rani) of height 60-75 cm, with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge |
| 204 | providing and stacking of Hibiscus rosasinensis(gudhal)of height 60-75 cm, with 5-6 branches in p. bag of size 25 cm as per direction of the officer-in-charge |
| 205 | providing and stacking of Nerium oleander (Kaner) of height 45-60 cm, with 3-4 branches in poly bag of size 20 cm as per direction of the officer-in-charge |
| 206 | providing and stacking of Tecoma gaudichaudi of height 60-75 cm, with 5-6 branches in poly bag of size 25 cm as per direction of the officer-in-charge |
| 207 | providing and stacking of Bougainvillea (variety butiana lady mary baring mahara, mohan, Scarlet queen Variegated, Glabra Formosa, Peruviana odissi ,paratha ,subhra, thimma spectabilis L.N birla, Refulgens) of height 30-to 45 cm, with 2-3 branches in poly bag of size 20 cm as per direction of the officer-in-charge |
| 208 | Plantation of trees, shurbs, and Hedge at site i/c watering and removal of unserveiceable material's as per direction of officer in -charge (Excluding cast of plant & water) |
| 209 | Trees plant |
| 210 | Shrubs plant |
| 211 | Hedge plant/Ground cover |
| 212 | Providing and displaying of Areca palm having ht. 1.50 to 1.80m with 6 to 8 suckers, well developed, fresh and healthy with lush green foilage in 25 cm size of Earthen pot/ plastic pot & as per direction of the officer in- charge |
| 213 | Providing and displaying of Money plant Brod Leaves mounted on moss stick 90 cm ht, 3to 4 s in each pot , well developed, fresh and healthy leaves in size of 25 cm top diax 18 cm bottam diax 25 cm perpendicular height Earthen pot/ plastic pot & as per direction of the officer in- charge |
| 214 | Providing and displaying of Philodendr Oxicodium mounted on moss stick 1.20 m ht having 3s placed at equal distance, well developed with full of fresh & healthy leaves in 25 cm size of Earthen pot/ plastic pot & as per direction of the officer in- charge |
| 215 | Providing and displaying of Syngonium golden mounted on moss stick 90 cm ht having 3 to 4s plants placed at equal distance, well developed with full of fresh & healthy leaves from bottam to top in 25 cm size of Earthen pot/ plastic pot & as per direction of the officer in- charge |
| 216 | 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 up to 1.5 m. |
| 217 | Providing square cement concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4(1 cement:2 coarse sand:4 Graded stone aggregate 6 mm nominal size) reinforced with 7 nos(3nos horizental& 4 nos vertical \\"U\\" Shape) M.S wire of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curring for specified period and stacking in required rows & height all complete as per direction of officer -in charge. |
| 218 | Top inside Dia 35 cm, Outer bottom Dia 25 cm, total height 35 cm with wall thickness of 25.4mm |
| 219 | Supply of Fertilizers and compost |
| 220 | Neem oil Cake |
| 221 | Bone Meal |
| 222 | Electrical Items |
| 223 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 224 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 225 | 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire |
| 226 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/Isolator)6 way, Double door |
| 227 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C”curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections,testing and commissioning etc. as required. |
| 228 | Single pole |
| 229 | Single pole and neutral |
| 230 | Solar outdoor LED light |
| 231 | Supplying, installation, testing & Commissioning of the integrated type solar PV lighting system on the existing pole structure, comprising of 30 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%), Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to install, With Lithium- Iron Phosphate Battery (LiFePO4), charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 30 watt, Input voltage: 12V DC, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required, complete with mounting structure for the battery and accessories suitable for withstand wind storm speed as per the site location. |
| 232 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 233 | Up to 35 sq. mm |
| 234 | 100 mm dia, G.I. pipe (medium class) |
| 235 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. |
| 236 | Providing and making steel pole collar with cement concrete (1 cement: 3 coarse sand : 6 stone aggregate 20mm) of specified size and shape including form work, plastering if required, curing etc as required, (volume of pole/ pipe not to be deducted) |
| 237 | Supplying and fixing outdoor type, ABS junction box of size 200 mm x 155 mm x 80 mm (depth), including inbuilt 02 Nos bus bars for cable connections and DIN rail for mounting the MCB. |
| 238 | Supply of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, 4 sq. mm 3 core. |
| 239 | Supplying and fixing 2 Watt, LED decorative wall mounting light, (up - down 2 directional beams) having water proof body. |
| 240 | Schedule of Credit |
| 241 | Old Brick masonary |
| 242 | Old Iron Scrap of Any Type( considerd 60% of total weight due to corresion and old) =356.64*60%=213.98 Kg Quoted Percentage (+) / (-) and Total Amount in Figures(inclusive of CP / OH and levied Taxes) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender 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