Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,99,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of Pavillion Cum Vip Office At Ganda Khungur Playground Kachubil Under Grant To Bc For Infrastructure Development For The Year 2023-24. (tn_90_21_r)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BTC_37698_1Bid Award Id
ViewTender No
125/ACE/NIT/Infra/BTC/22-23/55Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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STEEL WORK
5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more
8709.83
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5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6. Thermo-Mechanically Treated bars of grade Fe-500D or more
15953.87
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10.2. Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1046.38
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CEMENT CONCRETE WORK
4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3. 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)
18.94
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and
4.1.4. 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources
18.24
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5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement All 5.1.2. 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
73.98
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5.2. 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. 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)
10.9
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5.3. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
116.93
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4.10. 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)
24.48
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SHUTTERING & FORMWORK
5.9. Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1. Foundations, footings, bases of columns, etc. for mass concrete
159.84
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5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
322.4
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5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
281.4
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5.9.3. Suspended floors, roofs, landings, balconies and access platform
350.73
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5.9.7. Stairs, (excluding landings) except spiral-staircases
162.9
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PRE CONSTRUCTION ANTI-TERMITE TREATMENT
2.35. Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): 2.35.3. 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: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
254.91
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BRICK WORK
6.2. Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1. Cement mortar 1:4 (1 cement : 4 coarse sand)
24.57
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6.13. 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. 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand)
269.37
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WOOD WORK
9.1.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). 9.1.1. Second class teak wood
0.25
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5.9. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in- charge. (Note:- Butt hinges and necessary screws shall be paid separatelv) 9.5.1. Second class teak wood 9.5.1.1. 35 mm thick shutters
11.17
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PVC WORK
9.145. Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitrea cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin-charge.
14.85
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9.144. Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.
3.9
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21.1. 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): 21.1.1. For fixed portion (less than 12.50 kg/sqm) 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
468.8
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21.1.2. 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) 21.2.2. Powder coated aluminium (minimum thickness of powder coating 50 micron)
70.18
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21.3. 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) 21.3.2. With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
3.26
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TILES WORKS
11.41. Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2. Size of Tile 600x600 mm
145.92
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11.41A. Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600x600 mm
44.46
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11.46. Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 11.46.2. Size of Tile 600x600 mm
40.6
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GRILL WORKS
9.48. 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 welding.
94.74
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10.28. 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-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
220.31
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PLASTERING WORKS
13.1. 12 mm cement plaster on the rough side of single or half brick wall of mix : 13.1.1. 1:4 (1 cement: 4 fine sand)
350.73
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13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1. 1:4 (1 cement: 4 fine sand)
359
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13.3. 20 mm cement plaster of mix: 13.3.1. 1:4 (1 cement: 4 fine sand)
408.81
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ROOFING
12.50. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 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.
65.23
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PLINTH PROTECTION 4.17. 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 leveling and dressing and finishing the too smooth
12.34
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PAINTING 13.50.1. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood
23.94
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13.48.2. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
23.94
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13.50.3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
7.02
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13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 Sqm over over an under coat of primer applied @ 0.80 ltr/10 Sqm of approved brand and manufacture.
7.02
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13.26. Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete.
1068.74
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13.43. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1. Water thinnable cement primer
1068.74
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13.48A. Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
1068.74
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DOOR WINDOW FITTINGS
9.96. 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 : 9.96.1. 300mm x 16mm
4
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9.97. 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 : 9.97.1. 300mm x 10mm
8
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9.100. 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 : 9.100.1. 125mm
4
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9.107. Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 9.107.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms.
16
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SANITARY INSTALLATION & WATER SUPPLY
17.78. Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
3
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17.7. 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
17.7.8. White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers
3
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17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 17.28.1. Semi rigid pipe 17.28.1. 40 mm dia
3
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17.31. 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.
3
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17.34. Providing and fixing toilet paper holder: 17.34.2. Vitreous china
3
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17.35. Providing and fixing soil, waste and vent pipes : 17.35.1. 100 mm dia 17.35.1. Sand cast iron S&S pipe as per IS: 1729
15
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17.60. Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 17.60.1. 100 mm inlet and 100 mm outlet 17.60.1. Sand cast iron S&S as per IS: 3989
3
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17.61. Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concretel 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 17.61.1 100 mm dia
15
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17.71. 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.
3
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17.72. Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
3
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17.73. 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. 17.73.1. 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
3
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18.15. Providing and fixing brass bib cock of approved quality: 18.15.2. 20 mm nominal bor
6
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18.16. Providing and fixing brass stop cock of approved quality 18.16.2. 20 mm nominal bor
3
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18.9. 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. 18.9.1. 15 mm dia nominal outer dia pipes
30
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18.9.2. 20 mm dia nominal outer dia pipes
30
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18.9.3. 25 mm dia nominal outer dia pipes
25
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18.9.4. 32 mm dia nominal outer dia pipes
20
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18.12. Providing and fixing G.I. pipes complete with G.I. fittings Internal work - Exposed on wall 18.12.2. 20 mm dia nominal bore
20
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18.12.4. 32 mm dia nominal bore metre
20
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18.12.5. 40 mm dia nominal bore
20
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18.13. Providing and fixing gun metal non- return valve of approved quality (screwed end): 18.13.1. 20 to 40 mm nominal bore
3
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18.17. Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 18.17.1A. 20 mm nominal bore
3
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18.17.2. 32 mm nominal bore
3
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18.17.3. 40 mm nominal bore
3
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18.18. Providing and fixing gun metal non- return valve of 18.18.1. 15 mm nominal bore
3
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18.18.2. 20 mm nominal bore
3
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18.18.3. 25 mm nominal bore
3
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18.19. Providing and fixing gun metal non- return valve of approved quality (screwed end): 18.19.3. 40 mm nominal bore 18.19.3. Horizontal
3
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18.19.3. Vertical
3
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18.21. Providing and fixing uplasticised PVC connection pipe with brass unions: 18.21.1. 30 cm length 18.21.1. 15 mm nominal bore
5
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18.21.2 20 mm nominal bore
4
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18.48. 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
5000
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100 USERS SEPTIC TANK
2.6. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1. All kinds of soil
33.38
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16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
8.67
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.3. 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)
1.24
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4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural Sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1.3
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4.3. Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1. Foundations, footings, bases for columns
2.04
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5.1. 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: 5.1.2. 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)
0.08
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5.9. Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.
0.56
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5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
56.09
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6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand)
5.69
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6.12. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in: 6.12.1. Cement mortar 1:3 (1 cement: 3 coarse sand)
3.18
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13.8. 13.8. 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1. 1:3 (1 cement: 3 fine sand)
20.91
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5.12. Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 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).
0.63
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19.18. Supplying and fixing C.I. cover without frame for manholes : 19.18.2. 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
2
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19.30. Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.1. Inside dimensions 455x610 mm and 45 cm deep for single pipe line 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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19.33. Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
1
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17.35. 17.35 Providing and fixing soil, waste and vent pipes: 17.35.1. 100 mm dia 17.35.1.1. Sand cast iron S&S pipe as per IS: 1729
4
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17.36. Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I./ C.I. Pipes 17.36.2. 100 mm dia pipe
2
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TUBE WELL
18.42. Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested: 18.42.1. Up to 6 metres depth
6
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18.42.2. Beyond 6 m and up to 12 m depth
6
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18.42.3. Beyond 12 m and up to 18 m depth
6
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18.43. Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
3
-
-
... More
18.44. Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
15
-
-
... More
18.45. Providing and placing in position hand pump of approved 18.45 quality for 40 mm diameter G.I. pipe complete with all
1
-
-
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18.46. Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 18.46.6. 50 mm nominal bore
1
-
-
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Reducing socket, Valve etc
1
-
-
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BRICK BOUNDARY WALL
2.8. 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 o fbottoms, 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.
21.55
-
-
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2. Providing soling in foundation and under floor at all levels best quality picket jhama bricks. Sand packed laid to level. (a) Brick on flat soling.
27.15
-
-
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.8. 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)
2.05
-
-
... More
5.22. Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. 5.22.1. Mild steel and Medium Tensile steel bars
970.7
-
-
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5.9. Centering and shuttering inluding strutting, propping etc end removal of the same…
5.9.1. Foundation Footing, base of column etc. For mass concrete. 5.9.1. Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
22.75
-
-
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5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
25
-
-
... More
5.9.6. Columns, Pillars, Posts & Strut
45.75
-
-
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5.1. 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: 5.1.3. 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
8
-
-
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5.2. 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. 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)
4.5
-
-
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6.13. 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. 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand).
82.35
-
-
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13.5. 15 mm thick cement plaster in single coat on rough side of single or half brick wall. 13.5.1. 1:4.(1 Cement: 4 Coarse Sand) c) In cement mortar 1:5
208.5
-
-
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13.43. Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 13.43.1.Water thinnable cement primer.
212.5
-
-
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13.44. Finishing wall with water proofing cement paint of approved brand and manufacture of required 13.44.1. New work (Two or More coat @ 3.84 Kg/10m2
212.5
-
-
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IRON GATE WITH RCC POST (2 Nos)
2.8. 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 o tbottoms, 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.
20.46
-
-
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Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling.
29.64
-
-
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.8. 1:4:8 (1 Cement: 4 coarse sand (zone-III) 8 graded stone aggregate 40 mm nominal size)
2.7
-
-
... More
5.22. Steel reinforcement for R... Work inluding sraitaning, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. 5.22.1. Mild steel and Medium Tensile steel bars (i) TMT Corrosion resistant steel (CRS) reiforcement bar
547.66
-
-
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5.9. Centering and shuttering inluding strutting, propping etc end removal of the same…
5.9.1. Foundation Footing, base of column etc. For mass concrete. 5.9.1. Foundation. footings. bases of columns, pile cap, raft and mass concrete works etc.
12.72
-
-
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5.9.6. Columns, Pillars. Posts & Strut
17.64
-
-
... More
5.1. 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: 5.1.3. 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
3.12
-
-
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5.2. 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. 1:15:3 (1 cement: 1.5 coarse sand(zone-III) derived from natu- ral sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.54
-
-
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13.14. 15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of single or half brick wall.
13.24
-
-
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13.43. Applying one coat of water thinable cement primer of approved brand and manufacture on wall surfaces. 3.43.1.Water thinnable cement primer.
23.52
-
-
... More
13.44. Finishing wall with water proofing cement paint of approved brand and manufacture of required shade. 13.44.1. New work (Two or More coat @ 3.84 Kg/10m2
23.52
-
-
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13.50.3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
49.3
-
-
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13.62. 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 manufacture
49.3
-
-
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10.25. Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in 13/10.25 position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2. In gratings, frames, guard bar, ladder, railings, brackets,
792.64
-
-
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ELECTRICAL
1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC Insulated copper
conductor single core cable in surface recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC Insulated copper conductor single core cable etc. as required.
1.10.1 Group A
20
-
-
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1.10.2 Group B
20
-
-
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1.10.3 Group C
9
-
-
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1.14. Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper
conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
270
-
-
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1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
90
-
-
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1.14.5 2 X 10 sq. mm+1 X 6 sq. mm earth wire
40
-
-
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1.24. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including
connections but excluding modular plate etc. as
1.24.1 5'6 A switch
7
-
-
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1.24.3 15/16 A switch
4
-
-
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1.23.4 3 pin 5/6 A socket outlet
7
-
-
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1.24.5 6 pin 15/16 A socket outlet
4
-
-
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1.25. Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
11
-
-
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1.27. Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
1.27.2 3 Module (100mmX75mm)
3
-
-
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1.27.4 6 Module (200mmX75mm)
3
-
-
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1.27.5 8 Module (125mmX125mm)
2
-
-
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1.28. Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.
1.28.2 3 Module
3
-
-
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1.28.4 6 Module
3
-
-
... More
1.28.5 8 Module
2
-
-
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1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box wooden block including connections etc. as required.
24
-
-
... More
1.48 Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 min dia, heavy gauge including painting etc. as required. (Note: More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)
11
-
-
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1.58. Supplying and fixing PVC batten/ angle holder including connections etc. as required.
22
-
-
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2.3. 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, inter connections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
2.3.3. 12 way, Double door
1
-
-
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2.4. Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)
2.4.1 4 way (4+12), Double door
1
-
-
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2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "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.DB complete with connections, testing and commissioning etc. as required.
2.10.1 Single pole
22
-
-
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2.10.3 Double pole
1
-
-
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2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
2.13.2 63 A
1
-
-
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5.2. Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure
with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
2
-
-
... More
5.7. Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
31.1
-
-
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12.34 Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of
fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.
2
-
-
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17/2620 Angle iron bracket (50mmx50mmx 6mm) 65 cm long
1
-
-
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18/2623 Eye Hook
1
-
-
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MR-1 Supplying with including fitting fixing of Ceiling fan (1400 mm) etc. as directed by the Deptt.
11
-
-
... More
MR-2 Supplying with including fitting fixing of ADORE LED PLUS 9 W/10 W. etc. as required & directed by the Deptt.
22
-
-
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MR-3 Supplying including fitting fixing of 18 W Slim LED batten with polycarbonate round-shape diffuser. Grey
end cap. housing is an ideal replacement solution for existing battens / fluorescent lamps with elegantly designed end caps etc. as required and directed by the Deptt.
13
-
-
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MR-4 Supplying with including fitting fixing of Exhaust fan etc. as directed by the Deptt.
3
-
-
... More
MR-5 Supplying with fitting & fixing of highly effective front openable 45W IP66 Street light/Campus light with
aluminium pressure dia-cost housing, toughened glass in the front and peanut lens for batwing light distribution to ensure uniform light distribution, higher spacing between poles and maintenance free system etc. as required and as directed by the Department (Orient, Bajaj. Havells or equivalent make).
2
-
-
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MR-6 Supplying with erection of PSC Pole 7.50 Mtrs. Length with PCC grounting as required complete etc. as
required and directed by the Department.
1
-
-
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MR-7 Cable -Aerial Bunched Cable - 1.1 KV (LT) Grade 10 x 70+1 cx 70 sq.mm (Meassenger cum neutral) /(As per
APDCL Rate-2021)
86
-
-
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MR-8 Supplying with fitting & fixing of Busbar Chambers (Wall Mounted) 63 A 4WAY (Item Code- IHBC006304) etc. as required and as directed by the Department (HAVELLS/L&T/BAJAJ or equivalent).
1
-
-
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MR-9 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to
10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip, Glavanised wire for cables up
to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq. mm& balance all galvanized steel strip), extruded PVC Type ST2
sheathed. 650/1100 V grade as per IS 7908 (Part-1) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) Considering 100 Mtr. length).
35.00 sq.mm 4 Core U.G. Cable
15
-
-
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MR-10 Supplying with installation of 30 Watt Solar Two in One (Semi Integrated) Street light etc. as required
and directed by the Deptt. (Make - Surya, Crompton, Bajaj, Havells or equivelent).
2
-
-
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MR-11 Load security charge paybale to APDCL for up- gradation of electrical required Load as required and as
directed by the deptt. (For 5 KW Load).
1
-
-
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