Bodoland Territorial Council Tender
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Costs
EMD
₹ 9,54,474Document Cost
₹ 9,600Tender Fee
Refer Documents
Summary
Construction Of Bir Chilagang Basumatary Memorial Mini Stadium At Runikhata, District Chirang. (tn_35_2)
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
2023_BTC_33971_1Bid Award Id
ViewTender No
125/ACE/NIT/Infra/BTC/2022-23Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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
38783.51
-
-
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.
6533.26
-
-
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)
28.14
-
-
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:
4.1.4. 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)
16.96
-
-
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 de rived from natural sources)
133.01
-
-
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)
42.25
-
-
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).
292.76
-
-
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)
27.44
-
-
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
267.12
-
-
5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
667.86
-
-
5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
733.82
-
-
5.9.3. Suspended floors, roofs, landings, balconies and access platform
531.31
-
-
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
2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
365.34
-
-
BRICK WORK
16.12. Dry brick pitching half brick thick in drains including supply With common burnt clay F.P.S. (non modular) 16.12.1. bricks of class designation 75
482.46
-
-
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)
34.74
-
-
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)
231.42
-
-
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
0.3
-
-
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 separately)
9.5.1. Second class teak wood
9.5.1.1. 35 mm thick shutters
12.51
-
-
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 mitred cut, jointed and fusion
welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame fastener,with jamb with required nos & sizes of anchor dash , all complete as per manufacturer's specification and direction of engineerin-charge.
29.7
-
-
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.
7.8
-
-
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)
332.33
-
-
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)
43.39
-
-
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)
2.36
-
-
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.
11.42.2. Size of Tile 600x600 mm
156.8
-
-
11.41.A. 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
77.89
-
-
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
59.25
-
-
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
76.13
-
-
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.).
422.93
-
-
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)
531.31
-
-
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)
315.99
-
-
13.3.20 mm cement plaster of mix :
13.3.1. 1:4 (1 cement: 4 fine sand)
459.15
-
-
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 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.
474.72
-
-
FALSE CEILING
12.45. Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm flanges of 26 mm each having lips of 10.5 mm. at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having ceiling fixed to wall/partition with flanges of 20 mm and 30 mm long, the perimeter of with the help of raw plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light perimeter fittings, grills, diffusers, cutouts made with frame of channels suitably fixed, all comp
12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineerin-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60
141.35
-
-
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 ton smooth
13.12
-
-
PAINTING
13.50.1. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood
26.88
-
-
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
26.88
-
-
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
5.08
-
-
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @
0.90 Itr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
5.08
-
-
13.26. Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete.
1163.3
-
-
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
1163.3
-
-
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.
1163.3
-
-
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
7
-
-
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
20
-
-
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
20
-
-
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
40
-
-
FRIST FLOOR
STEEL WORK
5.22.A.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
4812.54
-
-
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.
2256.91
-
-
CEMENT CONCRETE WORK
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)
4.97
-
-
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).
38.16
-
-
SHUTTERING & FORMWORK:
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
49.36
-
-
5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
51.08
-
-
5.9.3. Suspended floors, roofs, landings, balconies and access platform
69.8
-
-
BRICK WORK
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)
82.57
-
-
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
0.1
-
-
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 separately)
9.5.1. Second class teak wood
9.5.1.1. 35 mm thick shutters
4.72
-
-
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 mitred 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.
9.9
-
-
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.
2.6
-
-
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)
764
-
-
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)
118.02
-
-
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)
4.6
-
-
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
42.38
-
-
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 colour
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 hickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size
1.41A.3.1 Size of Tile 600x600 mm
74.19
-
-
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
48.75
-
-
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.
147.53
-
-
10.28. Providing and fixing stainless steel (Grade 304) railing ma 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.).
731.81
-
-
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)
69.8
-
-
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)
123.21
-
-
13.3. 20 mm cement plaster of mix :
13.3.1. 1:4 (1 cement: 4 fine sand)
123.21
-
-
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.
269.89
-
-
FALSE CEILING:
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with
12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineerin- charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60
50.9
-
-
PAINTING:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood )
10.08
-
-
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
10.08
-
-
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ Isteel works
9.84
-
-
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90
Itr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
9.84
-
-
13.26 Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete.
316.22
-
-
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
316.22
-
-
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.
316.22
-
-
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
2
-
-
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
4
-
-
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
-
-
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
8
-
-
ELECTRICAL WORK
Sub Head -I (WIRING)
1.1. 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 Gl box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
a) Group A
53
-
-
1.2. Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC| conduit, 2 way modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
10
-
-
1.3. Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
50
-
-
1.4. 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
a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
50
-
-
b) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
60
-
-
c)4 X 16 sq. mm + 2 X 6 sq. mm earth wire
50
-
-
1.5. Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
a) 3 x 1.5 sq. mm
50
-
-
b) 6 x 1.5 sq. mm
40
-
-
c) 6 x 4 sq. mm
40
-
-
1.6. Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
a) 20 mm
45
-
-
b) 25 mm
50
-
-
1.8. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
6
-
-
1.9. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc, as required.
8
-
-
1.12. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required,
(a) 25 A socket outlet
70
-
-
(b) 25 A motor starter
1
-
-
Sub Head-11 (MCB & DB'S)
2.1. Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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)
a) 8 way, Double door
4
-
-
2.2. Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 215 volts, 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)
a) 4 way (4+12), Double door
4
-
-
b) 8 way (4+ 24), Double door
4
-
-
2.3. Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer) as required. (Note: Vertical
type MCB TPDB is normally used where 3 phase outlets are required.)
a)12 way (4+36), Double door
2
-
-
2.4. 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.
a) Single pole
6
-
-
2.5. Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 40 amps
4
-
-
2.6. Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 63 amps
4
-
-
2.7. Supplying and fixing following rating and breaking apacity MCCB in existing vertical TPN DB/Panel board including connection testing, etc. complete as required.
a) 100 Amp, 18 KA, FP MCCB
2
-
-
2.8. Supplying and fixing following rating, 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.
(a) 40/63 A TP
3
-
-
Sub Head-III (FAN,FITTINGS AND FIXTURES)
3.2. Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
8
-
-
3.3 Supplying, of 1200 mm sweep, BEE five star rated, ceiling fan with Brush Less Direct Current (BLDC motor) not less than 32 W, class of insulation B, 3 Nos blade, 30 cm long down road, 2 Nos of canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (CMM/W) minimum 6.85 air delivery minimum 215cmm, 350 rpm (Tolerance as per IS:374-2019). THD less than 10% remote or electronic regulator for speed control and all remaining accessories i/c safety pin, nut bolts, washer, temperature rise=75 degree C(max.), insulation resistance more than 2mega ohm, suitable for 230V, 50 Hz AC supply, earthing etc. complete as required.
8
-
-
3.5 Supplying, Installation of Exhaust fan sweep not less than 300 mm in the existing opening, and made of Aluminium die-cast motor body, Front protection guard, Low noise operation, robust metal body,double ball bearing,anti dust,speed (minimum1350 rpm) & high air delivery(minimum 1000 CMH) including making good the damage,
commissioning etc. as required.
4
-
-
3.11. Supplying, Installation, testing and commissioning of surface mounted square/round shape LED downlighter having suitable housing Lumen efficacy ≥ 100 lm/watt, System Lumen output ≥ 1200 Im, CRI ≥ 80, Power factor 0.9 having suitable diffuser and CCT in between 4000K to 6500 K (i/c both Limits) complete with all accessories etc. directly on ceiling/wall including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
41
-
-
Sub Head-IV (Service Connection)
4.1. Laying of one number PVC insulated and PVC| sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required
a) Upto 35 sq. mm
40
-
-
b) Above 35 sq. mm and upto 95 sq. mm
35
-
-
4.2. Supplying of one number XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade with ISI marked (IS 7098 (Part-I) /1988 with amendment up to date) following sizes.
a) 3 1/2 X 35 sq.mm
30
-
-
b) 3½ X 95 sq.mm
30
-
-
4.3. Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required.
a) 3.5 x 35 sqmm (32 mm)
15
-
-
b) 3½ X 95 sq. mm (45mm)
20
-
-
4.4. Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting. jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.
a) 63 mm dia (OD-63 mm & ID-51 mm nominal)
25
-
-
4.5. Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fitting including trenching (75 cm deep)and re-filling etc as required
a) 80 mm dia
20
-
-
4.6. Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.
2
-
-
SUB-HEAD-V( Lighting Conductor and earthing) 5.1. Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required
2
-
-
5.2. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)
15
-
-
5.3. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
15
-
-
5.4. Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip. 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc complete as required
2
-
-
5.6. Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
-
-
5.7. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required
16
-
-
5.8. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
16
-
-
5.9. Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required
15
-
-
5.10. Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
15
-
-
SANITARY INSTALLATION & WATER SUPPLY
17.2. 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 : 17.2.1. W.C. pan with ISI marked black solid plastic seat and lid
4
-
-
17.5. 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: 17.5.1. Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
2
-
-
17.6. Providing and fixing one piece construction white vitreous china squatting plate with with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistem, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required: 17.6.1. Single squatting plate with 5 litre P.V.C. automatic flushing cistern
2
-
-
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
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
6
-
-
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
6
-
-
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.
17.34. Providing and fixing tollet paper holder: 17.34.2. Vitreous china
6
-
-
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
10
-
-
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 Iwalls 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
-
-
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 concrete 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
-
-
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.
6
-
-
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.
6
-
-
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
2
-
-
18.15. Providing and fixing brass bib cock of approved quality: 18.15.2. 20 mm nominal bor
16
-
-
18.16. Providing and fixing brass stop cock of approved quality 18.16.2. 20 mm nominal bor
6
-
-
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
60
-
-
18.9.2. 20 mm dia nominal outer dia pipes
50
-
-
18.9.3. 25 mm dia nominal outer dia pipes
45
-
-
18.9.4. 32 mm dia nominal outer dia pipes
35
-
-
18.9.5. 40 mm dia nominal outer dia pipes
30
-
-
18.9.6. 50 mm dia nominal outer dia pipes
25
-
-
18.10. Providing and fixing G.I. pipes complete with G.l. fittings and clamps, i/c cutting and making good the walls etc Internal work - Exposed on wall 18.10.1. 15 mm dia nominal bore
30
-
-
18.13. Providing and fixing gun metal non- return valve of approved quality (screwed end): 18.13.1. 20 to 40 mm nominal bore
4
-
-
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
4
-
-
18.17.2. 32 mm nominal bore
2
-
-
18.17.3. 40 mm nominal bore
3
-
-
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
4
-
-
18.19.3. Vertical
3
-
-
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
12
-
-
18.21.2. 20 mm nominal bore
15
-
-
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
-
-
TUBE WELL
18.42. Boring with 100 mm diameter casing pipe for hand pump tubewell, In all solls 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
-
-
18.42.2. Beyond 6 m and up to 12 m depth
6
-
-
18.42.3. Beyond 12 m and up to Required depth
12
-
-
18.43. Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
3
-
-
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
-
-
18.45. Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.
1
-
-
18.46. Providing and fixing G.I. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 18.46.6. 50 mm nominal bore
1
-
-
Reducing Socket, Valve etc.
1
-
-
SEPTIC TANK
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil.
20.51
-
-
2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
0.89
-
-
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)
1.07
-
-
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
123.44
-
-
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
3.54
-
-
5.9.3. Suspended floors, roofs, landings, balconies and access platform
6.33
-
-
5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
1.8
-
-
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 de rived from natural sources)
4
-
-
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)
4.63
-
-
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)
4.18
-
-
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)
30.78
-
-
11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick
30.78
-
-
SOLAR LIGHT
5 Ft long Solar garden light with an inbuilt battery 25 W Solar Madule
3
-
-
30 W Semi Integrated Solar Street Light, G.I. Pole 760 D with accessories.
2
-
-
20 W Semi Integrated Solar Street Light, 80 Wp Solar Module, Octagonal Pole
2
-
-
INDOOR STADIUM
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
362.88
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
1117.07
-
-
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
6795.11
-
-
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
1235.53
-
-
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 al priming coat of approved steel primer all complete.
45771.81
-
-
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)
18.09
-
-
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:
4.1.4. 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)
93.09
-
-
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 de rived from natural sources)
104.33
-
-
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-Ill) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
17.5
-
-
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)
43.07
-
-
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
106.56
-
-
5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
118.4
-
-
5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts
354.48
-
-
PRE CONSTRUCTION ANTI-TERMITE TREATMENT :
8/ 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
1082.09
-
-
BRICK WORK:
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
1126.42
-
-
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)
24.37
-
-
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)
141.5
-
-
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).
9.1.2. Sal wood
0.15
-
-
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 separately)
9.5.1. Second class teak wood
9.5.1.1. 35 mm thick shutters
13.33
-
-
PVC DOOR FRAME:
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 mitred 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.
19.8
-
-
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.
5.2
-
-
ALUMINIUM WORK:
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
21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
3489.51
-
-
13/21.1.2. 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)
555.58
-
-
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)
36.32
-
-
10.3. Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
15.84
-
-
FLOORING WORKS:
11.4. 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
768.75
-
-
WOODEN FLOORING
11.34. 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) up to half depth, planed, levelled smooth and finished complete.
162.14
-
-
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 msqm 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.
1706.11
-
-
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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
12.51.1 Ridges plain (500-600mm)
36.69
-
-
FALSE CEILING :
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.l. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer Charge but excluding the cost of painting with
12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I):2011 (Board with BIS certification marks)
117.14
-
-
PLASTERING WORKS:
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)
157.34
-
-
13.3. 20 mm cement plaster of mix :
13.3.1. 1:4 (1 cement: 4 fine sand)
311.34
-
-
PLINTH PROTECTION:
4.17. Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75 mm 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 top smooth.
63.46
-
-
PAINTING:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood )
14.28
-
-
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
14.28
-
-
13.80. 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
314.67
-
-
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
314.67
-
-
13.48AFinishing 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.
314.67
-
-
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
3
-
-
9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete:
9.97.1. 300mm x 10mm
6
-
-
9.100. Providing and fixing aluminium handles, ISI marked. anodised (anodic coating not less than gradeAC 10 as per IS 1868) transparent or dyed to required colour or shade, with necessarv screws etc. complete:
9.100.1. 125mm
6
-
-
9.95. Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessarv screws etc. Complete:
9.95.8. 75mm x 45mm x 3.20mm
12
-
-
Inetrnal Electrification
Sub Head -I (WIRING)
1.1. 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.
a) Group A
131
-
-
1.2. Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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.
100
-
-
1.3. Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
220
-
-
1.4. 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
a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
130
-
-
b) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
115
-
-
c)4 X 16 sq. mm + 2 X 6 sq. mm earth wire
75
-
-
1.5. Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
a) 3 x 1.5 sq. mm
130
-
-
b) 6 x 1.5 sq. mm
100
-
-
c) 6 x 4 sq. mm
85
-
-
1.6. Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
a) 20 mm
105
-
-
b) 25 mm
105
-
-
1.7. Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular
switches in recess etc as required.
a) 1 or 2 Module (75mmX75mm) Gyser point)
2
-
-
1.8. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
20
-
-
1.9. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
15
-
-
1.12. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
(a) 25 A socket outlet
230
-
-
(b) 25 A motor starter
2
-
-
Sub Head - II (MCB & DB'S )
2.1. Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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)
a) 8 way, Double door
8
-
-
2.2. Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 215 volts, 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)
a) 4 way (4 + 12), Double door
6
-
-
2.3. Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
a)12 way (4 + 36), Double door
3
-
-
2.4. 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.
a) Single pole
10
-
-
2.5. Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 40 amps
5
-
-
2.6. Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 63 amps
3
-
-
2.7. Supplying and fixing following rating and breaking capacity MCCB in existing vertical TPN DB/Panel board including connection testing, etc. complete as required.
a) 100 Amp, 18 KA , FP MCCB
2
-
-
2.8. Supplying and fixing following rating, 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.
(a) 40/63 A TP
3
-
-
Sub Head-III (FAN,FITTINGS AND FIXTURES)
3.2. Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
6
-
-
3.3. Supplying, of 1200 mm sweep, BEE five star rated, ceiling fan with Brush Less Direct Current (BLDC motor) not less than 32 W, class of insulation B, 3 Nos blade, 30 cm long down road, 2 Nos of canopies, shackle kit, safety rope, copper winding, power factor not less than 0.9, service value (CMM/W) minimum 6.85 air delivery minimum 215cmm , 350 rpm (Tolerance as per IS:374-2019), THD less than 10% remote or electronic regulator for speed control and all remaining accessories i/c safety pin, nut bolts , washer, temperature rise=75 degree C(max. ), insulation resistance more than 2mega ohm, suitable for 230V, 50 Hz AC supply, earthing etc. complete as required.
6
-
-
3.5. Supplying, Installation of Exhaust fan sweep not less than 300 mm in the existing opening, and made of Aluminium die-cast motor body, Front protection guard, Low noise operation, robust metal body,double ball bearing,anti dust,High speed(minimum 1350 rpm) & high air delivery(minimum 1000 CMH) including making good the damage, connection, testing, commissioning etc. as required.
4
-
-
3.7. Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
a) Upto 450 mm sweep
2
-
-
3.8. Supplying, Installation, testing and commissioning of Skirting/Foot light with LED 3 module alongwith GI 3 module box i/c cover plate suitable for operation of 240 Volts 50Hz AC supply with with 1.5 sq.mm FR LS PVC insulated, copper conductor, single core cable and earthing etc. as reqd.
210
-
-
3.11. Supplying,Installation, testing and commissioning of surface mounted square/round shape LED downlighter having suitable housing Lumen efficacy ≥ 100lm/watt, System Lumen output ≥ 1200 lm, CRI ≥ 80, Power factor ≥ 0.9 having suitable diffuser and CCT in between 4000K to 6500 K (i/c both Limits) complete with all accessories etc. directly on ceiling/wall including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
105
-
-
Sub Head-IV (Service Connection)
4.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
a) Upto 35 sq. mm
100
-
-
b) Above 35 sq. mm and upto 95 sq. mm
105
-
-
4.2. Supplying of one number XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade with ISI marked (IS 7098 (Part - I) / 1988 with amendment up to date) following sizes.
a) 3 ½ X 35 sq.mm
75
-
-
b) 3 ½ X 95 sq.mm
60
-
-
4.3. Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
a) 3.5 x 35 sqmm ( 32 mm )
2
-
-
b) 3½ X 95 sq. mm (45mm)
2
-
-
4.4. Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.
a) 63 mm dia (OD-63 mm & ID-51 mm nominal)
100
-
-
4.5. Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required
a) 80 mm dia
15
-
-
4.6. Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.
2
-
-
SUB-HEAD -V( Lighting Conductor and earthing )
5.1. Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
4
-
-
5.2. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)
150
-
-
5.3. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
30
-
-
5.4. Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required
2
-
-
5.5. 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.
1
-
-
5.6 Earthing with G.I. earth earth plate 600mm X 600 mm X 6 mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and selt as required.
1
-
-
5.7. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required
15
-
-
5.8. Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
95
-
-
5.9. Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required
95
-
-
5.10. Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
80
-
-
Sub Head-VII (AIR CONDITION)
7.1. Supplying, Installation, Testing and Commissioning of suitable TR capacity 5 star rating with EER not less than 4.3 , split type Inverter Air Conditioning Units suitable for indoor unit to be fixed on the wall having minimum cooling capacity 5400 Kcal/Hr suitable for single phase AC supply complete with outdoor unit having copper condenser coil,suitable clamp/bracket for fixing outdoor unit, inter connection with suitable copper pipe etc. complete as required.
5
-
-
7.2. Supplying , Installation, Testing and commissioning of Automatic voltage Stabilizer of capacity 5 KVA for air conditioner with 130-240 volts range for operation of air conditioner complete with testing trail run etc complete as reqd.
3
-
-
7.3. Supplying and drawing of PVC insulated copper conductor cable of 3 core 2.5 sq.mm size in existing Steel conduit i/c connection etc complete as required.
78.94
-
-
7.4. Supply, installation testing & commissioning of rigid UPVC piping complete with fittings, supports as per specifications and duly insulated with 6 mm thick closed cell nitrile rubber insulation.
a) 25 mm dia ( with 6 mm nitrile rubber Insulation)
36.5
-
-
SUPPLY & SANITARY INSTALLATION
17.2. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid 10litre 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 : 17.2.1. W.C pan with ISI marked black solid plastic seat and lid
2
-
-
17.5. 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:
17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
1
-
-
17.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size GI. PVC flush pipe for back and front
flush with standard spreader pipes with fittings, G.I. clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required
17.6.1. Single squatting plate with 5 litre P.V.C. automatic flushing cistern
1
-
-
17.7. Providing and fixing wash basin with C.. 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
17.7.8. white Vitreous China Suraeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps
with elbow including operated levers
2
-
-
17.28 Providing and fixing PV.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
17.28.1 Semi rigid pipe
17 281. 40 mm dia
2
-
-
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.
17.34 Providing and fixing toilet paper holder:
17.34.2 Vitreous china
2
-
-
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
5
-
-
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
2
-
-
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 concrete 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
10
-
-
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.
2
-
-
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.
2
-
-
18.15 Providing and fixing brass bib cock of approved quality:
18.15.2 20 mm nominal bor
6
-
-
18.16 Providing and fixing brass stop cock of approved quality:
18.16.2 20 mm nominal bor
2
-
-
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
-
-
18.9.2 20 mm dia nominal outer dia pipes
25
-
-
18.9.3 25 mm dia nominal outer dia pipes
25
-
-
18.94 32 mm dia nominal outer dia pipes
20
-
-
18.9.5. 40 mm dia nominal outer dia pipes
20
-
-
18.9.6. 50 mm dia nominal outer dia pipes
15
-
-
18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc Internal work - Exposed on wall 18.10.1. 15 mm dia nominal bore
10
-
-
18.13 Providing and fixing gun metal non- return valve of approved quality (screwed end):
18.13.1 20 to 40 mm nominal bore
2
-
-
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
2
-
-
18.17.2 32 mm nominal bore
2
-
-
18.17.3 40 mm nominal bore
2
-
-
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
2
-
-
18.19.3. Vertical
2
-
-
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
-
-
18.21.2 20 mm nominal bore
5
-
-
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
-
-
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
-
-
18.42.2. Beyond 6 m and up to 12 m depth
6
-
-
18.42.3. Beyond 12 m and up to Required depth
12
-
-
18.43. Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
3
-
-
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
-
-
18.45. Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.
1
-
-
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
-
-
Reducing Socket value etc.
1
-
-
SEPTIC TANK
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
20.51
-
-
2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
0.89
-
-
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)
1.07
-
-
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
123.44
-
-
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
3.54
-
-
5.9.3. Suspended floors, roofs, landings, balconies and access platform
6.33
-
-
5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
1.8
-
-
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 :
4
-
-
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)
4.63
-
-
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)
4.18
-
-
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)
30.78
-
-
11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1. 18 mm thick
30.78
-
-
GALLERY -1
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
50.85
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
40.78
-
-
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
1876.77
-
-
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)
5.04
-
-
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:
4.1.4. 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)
3.75
-
-
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 de rived from natural sources)
16.32
-
-
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).
8.1
-
-
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
88.68
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
146.1
-
-
PLASTERING WORKS:
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)
75
-
-
GALLERY -2
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
85.1
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
21.33
-
-
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
2825.21
-
-
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)
8.8
-
-
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:
4.1.4. 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)
3.56
-
-
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 de rived from natural sources)
36.74
-
-
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).
8.94
-
-
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
152.28
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
195.21
-
-
PLASTERING WORKS:
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)
56.88
-
-
GALLERY -3
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
27.99
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
6.3
-
-
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
935.61
-
-
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)
2.79
-
-
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:
4.1.4. 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)
1.05
-
-
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 de rived from natural sources)
11.77
-
-
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).
2.93
-
-
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
52.08
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
64.95
-
-
PLASTERING WORKS:
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)
16.8
-
-
GALLERY -4
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
37.57
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
8.82
-
-
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
1248.33
-
-
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)
3.8
-
-
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:
4.1.4. 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)
1.47
-
-
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 de rived from natural sources)
15.96
-
-
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).
3.93
-
-
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
68.88
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
86.79
-
-
PLASTERING WORKS:
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)
23.52
-
-
GALLERY -5
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
34.15
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
7.92
-
-
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
1134.69
-
-
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)
3.44
-
-
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:
4.1.4. 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)
1.32
-
-
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 de rived from natural sources)
14.47
-
-
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).
3.57
-
-
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
62.88
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
78.99
-
-
PLASTERING WORKS:
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)
21.12
-
-
GALLERY -6
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
31.41
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
7.2
-
-
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
1040.39
-
-
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)
3.15
-
-
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:
4.1.4. 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)
1.32
-
-
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 de rived from natural sources)
13.27
-
-
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).
3.29
-
-
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
58.08
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
72.75
-
-
PLASTERING WORKS:
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)
19.2
-
-
OPEN GALLERY (2 Nos)
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
238.46
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
391.5
-
-
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
9405.6
-
-
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.).
2289.6
-
-
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)
23.98
-
-
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:
4.1.4. 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)
45
-
-
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 de rived from natural sources)
98.53
-
-
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).
37.8
-
-
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
406.08
-
-
5.9.2. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
680.4
-
-
BRICK WORK:
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
599.76
-
-
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)
80.19
-
-
PLASTERING WORKS
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 )
585
-
-
TOILET BLOCK
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1. All kinds of soil.
6.18
-
-
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
18.21
-
-
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
491.08
-
-
5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
670.55
-
-
10.2. Structural steel work riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
271.39
-
-
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)
1.52
-
-
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 de rived from natural sources)
4.69
-
-
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)
1.54
-
-
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).
2.91
-
-
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)
5.89
-
-
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
17.28
-
-
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
48.07
-
-
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
37.13
-
-
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
30.76
-
-
BRICK WORK:
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
42.44
-
-
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)
4.35
-
-
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)
71.68
-
-
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)
9.1.3 Kiln seasoned and chemically treated hollock wood
0.24
-
-
9.5 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 separately)
9.5.1 Second class teak wood
9.5.1.1 35 mm thick shutters
5.09
-
-
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 mitred 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 engineer-in- charge.
34.65
-
-
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.
9.1
-
-
FLOORING
11.4. 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concretel 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2) graded stone aggregate 6 mm nominal size) by volume,hardening compound mixed @ 2 litre per 50 kg of cement of as per manufacture ecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc complete.
24.28
-
-
PLASTERING WORKS
13.1 12 mm. cement plaster of mix:
3.1.1 1:4 (1 cement: 4 fine sand)
12.07
-
-
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)
81.61
-
-
13.3. 20 mm cement plaster of mix:
13.3.1. 1:4 (1 cement: 4 fine sand)
94.42
-
-
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.
41.96
-
-
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 top smooth.
9.57
-
-
PAINTING:
3.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood
4.2
-
-
3.48.2 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
4.2
-
-
12.80 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
175.29
-
-
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
175.29
-
-
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. 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.
175.29
-
-
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
2
-
-
9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
9.97.1. 300mm x 10mm
4
-
-
9.100. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
9.100.1. 125mm
4
-
-
9.95. Providing and fixing ISI marked aluminium butt hinges 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:
9.95.8. 75mm x 45mm x 3.20mm
8
-
-
ELECTRICAL WORK
Sub Head -I (WIRING)
1.1. 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.)
a) Group A
8
-
-
1.2. Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
3
-
-
1.3. Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
5
-
-
1.4 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
a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
15
-
-
b) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
12
-
-
c) 4 X 16 sq. mm + 2 X 6 sq. mm earth wire
9
-
-
1.5 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
a) 3 x 1.5 sq. mm
14
-
-
b) 6 x 1.5 sq. mm
13
-
-
c) 6 x 4 sq. mm
11
-
-
1.8 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
4
-
-
1.12. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required
(a) 25 A socket outlet
25
-
-
SUB HEAD -II (MCB & DB'S)
2.1. Supplying and fixing following way, single pole and neutral, sheet steel. MCB distribution board, 240 volts, 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) a) 8 way. Double door
2
-
-
2.4. 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.
a) Single pole
2
-
-
2.5. 25 Supplying and fixing following rating, double pole. 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 40 amps
2
-
-
Sub Head-III (FAN, FITTINGS AND FIXTURES)
3.8. Supplying, Installation, testing and commissioning of Skirting/Foot light with LED 3 module alongwith GI 3 module box i/c cover plate suitable for operation of 240 Volts 50Hz AC supply with with 1.5 sq.mm FR LS PVC insulated, copper conductor, single core cable and earthing etc. as read.
14
-
-
Sub Head-IV (Service Connection)
4.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
a) Upto 35 sq. mm
12
-
-
b) Above 35 sq. mm and upto 95 sq. mm
10
-
-
4.2. Supplying of one number XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade with ISI marked (IS 7098 (Part I)/ 1988 with amendment up to date) following sizes.
a) 3½ X 35 sq.mm
18
-
-
b) 3½ X 95 sq.mm
16
-
-
4.3 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required
a) 3.5x35 sqmm (32 mm )
2
-
-
b) 3% X 95 sq. mm (45mm)
2
-
-
4.6 Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.
1
-
-
SUB-HEAD-V( Lighting Conductor and earthing
5.1. Providing and fixing of lightning conductor finial. made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick Gi base plate including holes etc. complete as required
1
-
-
5.2 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)
7
-
-
5.3 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
10
-
-
5.4 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required
2
-
-
5.7 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required
8
-
-
5.8 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
8
-
-
5.9. Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required
10
-
-
5.10. Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
9
-
-
SANITARY INSTALLATION &WATER SUPPLY
17.2. 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:
17.2.1 W.C. pan with ISI marked white solid plastic seat and lid.
3
-
-
17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass
spreaders with brass unions and G.I clamps complete. including painting of fittings and brackets, cutting and making good the walls and floors wherever required
17.4.2. Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
2
-
-
17.6. Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc, wherever required
17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern
2
-
-
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
2
-
-
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
2
-
-
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.
2
-
-
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
10
-
-
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
2
-
-
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 concrete 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
10
-
-
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
-
-
18.15 Providing and fixing brass bib cock of approved quality :
18.15.2 20 mm nominal bor
9
-
-
18.16 Providing and fixing brass stop cock of approved quality:
18.16.2 20 mm nominal bor
2
-
-
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
20
-
-
18.9.2 20 mm dia nominal outer dia pipes
20
-
-
18.9.3 25 mm dia nominal outer dia pipes
15
-
-
18.9.4 32 mm dia nominal outer dia pipes
15
-
-
18.9.5 40 mm dia nominal outer dia pipes
10
-
-
18.13 Providing and fixing gun metal non- return valve of approved quality (screwed end):
18.13.1 20 to 40 mm nominal bore
2
-
-
18.17. Providing and fixing gun metal non- return valve of approved quality (screwed end):
18.17.1A 20 mm nominal bore
2
-
-
18.17.2 32 mm nominal bore
2
-
-
18.17.3 40 mm nominal bore
2
-
-
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
2
-
-
18.19.3. Vertical
2
-
-
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
4
-
-
18.21.2 20 mm nominal bore
4
-
-
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
2000
-
-
SEPTIC TANK
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1. All kinds of soil.
20.51
-
-
2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
0.89
-
-
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)
1.07
-
-
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
123.44
-
-
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
3.54
-
-
5.9.3. Suspended floors, roofs, landings, balconies and access platform
6.33
-
-
5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
1.8
-
-
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 de rived from natural sources)
4
-
-
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)
4.63
-
-
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)
4.18
-
-
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)
30.78
-
-
11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick
30.78
-
-
STAGING FOR OVER HEAD TANK
EARTH WORK:
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 of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
6.91
-
-
STEEL WORK:
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
826.19
-
-
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)
0.58
-
-
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 de rived from natural sources)
2.33
-
-
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)
1.82
-
-
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).
2.64
-
-
SHUTTERING & FORMWORK 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
21.84
-
-
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
32.48
-
-
5.9.3 Suspended floors, roofs, landings, balconies and access platform
9
-
-
BRICK WORK :
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)
11.52
-
-
PLASTERING WORKS:
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)
27
-
-
13.3. 20 mm cement plaster of mix :
13.3.1. 1:4 (1 cement: 4 fine sand)
11.52
-
-
PAINTING:
13.26 Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface
even and smooth complete.
38.52
-
-
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
38.52
-
-
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. 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.
38.52
-
-
18.48A Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately
2000
-
-
Inetrnal Electrification
Sub Head -I (WIRING)
1.1. 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.
a) Group A
1
-
-
1.3. Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as
required.
18
-
-
1.4. 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.
a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
15
-
-
1.5. Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
b) 6 x 1.5 sq. mm
10
-
-
c) 6 x 4 sq. mm
10
-
-
1.8. Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
1
-
-
1.12. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
(a) 25 A socket outlet
1
-
-
(b) 25 A motor starter
1
-
-
Sub Head - II (MCB & DB'S )
2.1. Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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)
a) 8 way, Double door
1
-
-
2.4. 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.
a) Single pole
2
-
-
2.5. Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 40 amps
1
-
-
2.6. Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
a) 63 amps
2
-
-
Sub Head-IV (Service Connection)
4.1. Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
a) Upto 35 sq. mm
10
-
-
b) Above 35 sq. mm and upto 95 sq. mm
10
-
-
4.6. Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.
1
-
-
Motor Pump & Conduit
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 ofjointscompleteasperdirectionofEngineerinCharge.
18.9.5. 40mmdianominalouterdiapipes
24.5
-
-
18.9.6. 50mmdianominalouterdiapipes
25
-
-
18.10. ProvidingandfixingG.I.pipescompletewithG.I.fittings andclamps,i/ccuttingandmakinggoodthewalls etc
Internalwork-Exposedonwall
18.10.1. 15mm dianominalbore
8
-
-
18.13. Providingandfixinggunmetalnon-returnvalveof approvedquality(screwedend):
18.13.1. 20to40mm nominal bore
2
-
-
18.17. Providing andfixing gunmetalgatevalve withC.I. wheel ofapprovedquality(screwedend)
18.17.3. 40mm nominal bore
2
-
-
18.19. Providing and fixinggun metalnon-returnvalveof approvedquality(screwedend):
18.19.3. 40mm nominal bore
18.19.3. Horizontal
2
-
-
18.19.3. Vertical
2
-
-
MR-7. Motor Pump 2.00HP (With allaccesseries). Sources:-India Mart.
1
-
-
Reducing Socket, Value etc.
1
-
-
LAND DEVELOPMENT
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20 cm in depth, consolidating etc deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m
4186.7
-
-
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