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Tender For Construction Of Non Residential Building Of New Police Station Ankur Vihar Thana Loni Police Commissionerate Ghaziabad, Ghaziabad-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Tender For Construction Of Non Residential Building Of New Police Station Ankur Vihar Thana Loni Police Commissionerate Ghaziabad. Submission Date for this Tender is 06-05-2024. Building Work Tenders in Ghaziabad Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43031340
Corrigendum : Tender For Construction Of Non Residential Building Of New Police Station Ankur Vihar Thana Loni Police Commissionerate Ghaziabad
Open Tender
Indian
Uttar Pradesh
Ghaziabad
06-05-2024

Tender Details

Tender For Construction Of Non Residential Building Of New Police Station Ankur Vihar Thana Loni Police Commissionerate Ghaziabad

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Apr-2024 corrigendum Date 06-05-2024

Key Value

Document Fees
INR 8850 /-
EMD
INR 1300000.0 /-
Tender Value
INR 6.50 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF NON RESIDENTIAL BUILDING OF NEW POLICE STATIONANKUR VIHAR THANA LONI POLICE COMMISSIONERATE, GHAZIABAD
Sl. No. Item Description
1Main Building Thana
2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
3Excavating, 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.
4Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
6Construction of drain of size of size 150 x 150 mm along with apron including excavation,base concrete 1:4:8 in thickness of 7.5cm of and brick work in foundation 1:4( 1 cement : 4 coarse sand) and brickwork in half brick thick in foundation 25mm thick cement concrete (1:2:4 mix) flooring base and 20mm thick plaster (1:2) finished with neat cement.
7Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
8Reinforced 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).bands
9G.F
10F.F
11S.F
12Reinforced 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). slab
13G.F
14F.F
15S.F
16Reinforced 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).beams
17G.F
18F.F
19S.F
20Providing 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)
21Reinforced 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 : 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)
22G.F
23F.F
24S.F
25Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
26Brick work with common burnt clay(non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
27Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
28Providing 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)
29Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
30Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
31Providing and fixing of 35mm thick ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
32a) Single leaf
33(b) for double leaf shutters andextra for Cutting rebate in flush door shutters
34Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Providing & fixing of hold fast for chaukhatsof doors and windows.
35Providing & fixing of door / windows grill.
36Z-Section steel windows
37Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
38Providing and fixing fly proof galvanized M.S. wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading
39Fixingofsteelorwoodenchaukhats in position.
40(a) Door chaukhats
41(b) Window chaukhats
42(c) Ventilator chaukhats
43Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
4412 mm thick plaster [1 cement : 6coarse sand] in Single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth no. extra for mixing and additive.
4515 mm thick plaster [1 cement : 6coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
46Making grooves 10 to 12mmwide x 8 mm deep inplaster of the walls or in ceiling vertically or horizontally as required.
47Making grooves 10 to 12mmwide x 8 mm deep inplaster of the walls or in ceiling vertically or horizontally as required.
48Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
49Providing 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 Size of Tile 600x600 mm
50Providing 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.
51Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick
52Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
53Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
54Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.In DADO
55Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
56Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specificationsPainting wood work with Deluxe Multi Surface Paint of requiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture
57Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
58Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
59Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
60Providing 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.
61Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes
62Providing & fixing Stainless steel 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. (a) 250mm x 16mm .
63Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 mm x 10mm
64Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm
65Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
66Providing&layingoflight cinder filling under floor of toilets&other sunken roofs.
67Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
68Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
6915 mm thick plaster [1 cement : 4coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
70Providing 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
71Providing and fixing in polycorbonate Roofing sheeton trussfor sky light
72Centering and shuttering including strutting, propping etc. and removal of form for
73Lintels, beams, plinth beams, girders, bressumers and cantilevers
74Suspended floors, roofs, landings, balconies and access platform
75Lintels, beams, plinth beams, girders, bressumers and cantilevers
76Foundations, footings, bases of columns, etc. for mass concrete
77Columns, Pillars, Piers, Abutments, Posts and Struts
78Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
79Service Block
80Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
81Excavating, 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.
82Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
83Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
84Construction of drain of size of size 150 x 150 mm along with apron including excavation,base concrete 1:4:8 in thickness of 7.5cm of and brick work in foundation 1:4( 1 cement : 4 coarse sand) and brickwork in half brick thick in foundation 25mm thick cement concrete (1:2:4 mix) flooring base and 20mm thick plaster (1:2) finished with neat cement.
85Providing andinjectingchemical emulsion for preconstructional antitermite treatment andcreatinga chemical barrier underand alroundthe column pits wall trenches basement excavation top surface if plinth filling junctionofwall and floor, alongthe the external perimeter ofbinding expansionjoints, surrounding ofpipes andconduits etc, complete (plinth area of the building at groundflooronly shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or anyotherapproved materialsuch as Heptrachlor or chordancewill be used Therateofapplicationofchemical emulsion shallbe asfollows : (1)Treatment for masonary & foundation 5 liters per/100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm (4)Treatmentjunction of wallandthe floor 7.5 liters /100 sqm (5)Treatmentofsoilalong external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm.
86Reinforced 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).bands
87G.F
88F.F
89Reinforced 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). slab
90G.F
91F.F
92Reinforced 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).beams
93G.F
94F.F
95Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
96Brick work with common burnt clay(non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
97Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
98Providing 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)
99Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
100Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
101Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. a) Single leaf
102Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing & fixing of hold fast for chaukhatsof doors and windows.
103Providing & fixing of door / windows grill.
104Z-Section steel windows
105Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
106Providing and fixing fly proof galvanized M.S. wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading
107Fixingofsteelorwoodenchaukhats in position.
108(a) Door chaukhats
109(b) Window chaukhats
110(c) Ventilator chaukhats
111Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
11212 mm thick plaster [1 cement : 6coarse sand] in Single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth no. extra for mixing and additive.
11315 mm thick plaster [1 cement : 6coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
114Making grooves 10 to 12mmwide x 8 mm deep inplaster of the walls or in ceiling vertically or horizontally as required.
115Making grooves 10 to 12mmwide x 8 mm deep inplaster of the walls or in ceiling vertically or horizontally as required.
116Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
117Providing 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 Size of Tile 600x600 mm
118Providing 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.
119Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick
120Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
121Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
122Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. In dado
123Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
124Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specificationsPainting wood work with Deluxe Multi Surface Paint of requiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture
125Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
126Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
127Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
128Providing 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.
129Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes
130Providing & fixing Stainless steel 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. (a) 250mm x 16mm .
131Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 mm x 10mm
132Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm
133Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
13412 mm thick bearing plaster [1 cement : 3coarse sand] in Single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth no. extra for mixing and additive.
135Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
13615 mm thick bearing plaster [1 cement : 4coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
137Providing 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
138Centering and shuttering including strutting, propping etc. and removal of form for
139Lintels, beams, plinth beams, girders, bressumers and cantilevers
140Suspended floors, roofs, landings, balconies and access platform
141Lintels, beams, plinth beams, girders, bressumers and cantilevers
142Boundary wall
143Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
144Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
145Reinforced 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). beam
146Providing 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) FOUNDATION
147Reinforced 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) COLUMN
148Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
149Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
150Providing 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)
151Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
152Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more
15312 mm thick plaster [1 cement : 6coarse sand] in Single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth no. extra for mixing and additive.
154Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
155Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
156Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
157M.S Gate
158Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
159Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
160Providing 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) FOUNDATION
161Reinforced 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) COLUMN
162Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
16312 mm thick plaster [1 cement : 6coarse sand] in Single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth no. extra for mixing and additive.
164Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
165Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
166Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
167Tubewell boring & Pump
168Transportation of mini drilling Rig machine with camp equipage to site.
169Drilling of 350mm dia bore hole with lowering of tubewell assembly.
170Supply and fixing of 200mm dia plain rigid PVC casingpipe (10 Kg./sqcm pressure rating) and accessories.
171Supply and fixing of 150mm dia plain rigid PVC slottedpipeand accessories.
172Supply and fixing of nylon jali around the slotted pipes complete as required.
173Providing and packing of coarse sand/pea gravel around the pipe.
174Supply of submersible pump of make KSB 5.0 HP with control panel, support wire etc. complete.
175Supply and wiring of submain with three number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia. heavy guage rigid steel conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with 2 no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash.(DSR 2018 1308 B)
176Providing and fixing 65mm dia G.I. Pipe complete with fitting and clamps including cutting and making good the wall etc. (from submersible pump to ground level) D.S.R.-18.12.7
177Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect.
178Fixing, testing and commissioning for erection and lowering of submersible pump, 65mm dia GI column pipe, 3 core 2.5 sqmm submersible copper cable upto the control panel, supporting clamps, cable clips pressure gauge, connection line and all other accessories required for the proper completion of the work.
179Testing and development of tube well.
180Rain Water Harvesting
181Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
182In all kind of soil upto 1.5m depth
183In all kind of soil upto 1.5m to 3.0m. depth
184In all kind of soil upto 3.0m to 4.5m. depth
185Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
186Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
187Reinforced 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).
188Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
189Centring and shuttering including struting , proping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
19015 mm thick plaster [1 cement : 4coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
191Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1 With 20x20 mm square bar With 20x20mm square bar
192Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M.D. -10- Circular shape 500mm internal diameter
193Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.
194Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 150 mm nominal size dia
195Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
196Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge.
197Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
198Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
199EXTERNAL PIPE NETWORK SYSTEM
200Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
201Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
202a) 150mm diameter S.W. Pipe
203b) 200mm diameter S.W. Pipe
204Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
205a) 150mm diameterS.W. Pipe
206b) 200mm diameter S.W. Pipe
207PART B Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.
208Drain
209Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
210Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
211Brick work with common burnt clay(non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
21215 mm thick plaster [1 cement : 4coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
213Septic Tank And soak pit
214Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil.
215In all kind of soil upto 1.5m depth
216In all kind of soil upto 1.5m to 3.0m. depth
217Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
218Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
219Reinforced 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). slab
220Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
221Suspended floors, roofs, landings, balconies and access platform
22215 mm thick plaster [1 cement : 4coarse sand] in Single coat on rough side of single of half brick wall for interior plastering upto floor two level including internal roundedangles chamfers, and/or rounded angle not exceeding 80mm, In girth and finished even and smooth.
223Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1 With 20x20 mm square bar
224Providing and fixing C.I. tee at the inlet and outlet of septic tank.
225Providing and fixing 75mm dia sand cast iron S&S pipe as per IS : 1729
226Providing & fixing of 75mm dia cast iron S&S as per IS: 1729 terminal guard.
227Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
228Square shape 450 mm internal dimension
229M.D. -2.5- Circular shape 450mm internal diameter
230Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
231External Plumbing Work
232Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
233Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 150mm diameter
234Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. a) 150mm diameterS.W. Pipe
235Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg.
236Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
237Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250mm diameter
238EXTERNAL WATER SUPPLY SYSTEM -II
239Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work)
240a) 65mm nominal bore.
241b) 50mm nominal bore.
242c) 32mm nominal bore.
243Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.
244a) 65mm nominal bore.
245b) 50mm nominal bore.
246c) 32mm nominal bore.
247Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
248a) 65mm
249b)50mm
250c)32mm
251Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, withC.I. surface box 100x100x75mm(inside) with hinged cover fixed in cement concrete slab1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
252Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
25325 to 40 mm dia nominal bore
25450 to 80 mm dia nominal bore
255Internal Watter Supply (Main Building)
256Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
257Same as above but for European type W.C. pan with white plastic seat and lid.Make- Cera,Hindware.
258Providing 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 requirea)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.
259Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever requiredKitchen sink with drain board of size 510x1040x200mm
260Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe
261a) 32mm dia
262b) 40mm dia
263Providing and fixing toilet paper holder a) C.P. brass
264Providing 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 a) Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
265Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
266Providing 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.
267Providing & fixing Jaquar make C.P. brass bottle trap.
268Supplying & Fixing ofCP soap tray fixed to the wallwith PVC rubber plug with CP brass screws Cat No. C9946
269Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw.PARRYWARE C9948
270Providing & fixing 15 mm dia. C.P.2-in-1 wall mixture with accessories for shower. .PARRYWARE G3416A1
271Providing and Fixing C.P. brass Ablution health faucet assembly with 1.2 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC]
272Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore
273Providing 15 mm dia. inletC.P. brassProviding and Fixing C.P. Single flow overhead shower(Without Arm)-parryware T9901A1
274SOIL WASTE & VENT PIPES AND FITTINGS - II
275Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter
276Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm
277Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. a) 110mm
278Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, cowels, clamps, hangers, rubber rings, clean outs etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince) (Pipe support : Intellotech / Easyflex / Chilly) The Pipes will be supportedby either rubber lined G.I. U strap clampson 50x50x5 mm MS slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for independent pipes). The The cost will include all support arrangements. The work includes cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.
279110 mm dia
28075 mm dia
281Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) 110 x 75 mm
282Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.. (Make : Supreme / Finolex / Prince) Reducing Tee 110x110x75 mm
283Door Tee
284110x110x110 mm
28575x75x75 mm
286Bend
287110 mm
28875 mm
289Terminal guard.
290110 mm
29175 mm
292Providing and fixing in position PVC sleeves(6 kg/cm2 - IS:4985 or Type B - IS:13592)of upto 300 mm longin RCC beams, slabs, walls before pouring of concrete. (for crossing of soil/waste pipes in toilet) (Make : Supreme / Finolex / Prince)
293140 mm
29440 mm(For Bottel Trap)
295WATER SUPPLY PIPES AND FITTINGS - III
296Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) (i) Exposed on wall
297a) 32mm dia nominal bore (medium duty)
298b) 50mm dia nominal bore (medium duty)
299Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.
300a) 32mm dia nominal bore.
301b) 50mm dia nominal bore.
302Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal work) (i) Exposed on wall
303a)25mm dia nominal outer dia pipes
304b) 32mm dia nominal outer dia pipes
305Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.
306a) 15mm dia nominal outer dia pipes
307b) 20mm dia nominal outer dia pipes
308c) 25mm dia nominal outer dia pipes
309d) 32mm dia nominal outer dia pipes
310Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
311Providing & fixing CP brass bib cock of approved quality conforming to IS 8931a) 15mm nominal bore
312Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore
313Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore
314Providing and fixing gun metal gate valve with wheel of approved quality.
315a) 25mm dia nominal bore
316b) 32mm dia nominal bore.
317c) 50mm dia nominal bore.
318Providing and fixing brass stop cock of approved quality. a) 20 mm nominal bore
319Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.
320SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV
321Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
322Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
323a) 100mm diameter
324b) 150mm diameter
325Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
326a) 100mm diameterS.W. Pipe
327b) 150mm diameterS.W. Pipe
328Providing and fixing square mouth S.W. Gully trap grade "A" complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design.a) 150 x 100 mm. size P type With Sewer bricks conforming to IS : 4885
329Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75
330(i) For Sewer Line
331Extra for depth of man hole size 90x80 cm
332Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
333Internal Water Supply (Service Block)
334Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
335Providing 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 requirea)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.
336Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board of size 510x1040x200mm
337Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe
338a) 32mm dia
339b) 40mm dia
340Providing 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.
341Supplying & Fixing ofCP soap tray fixed to the wallwith PVC rubber plug with CP brass screws Cat No. C9946
342Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw.PARRYWARE C9948
343SOIL WASTE & VENT PIPES AND FITTINGS - II
344Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter
345Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.a) 110mm
346Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. a) 110mm
347Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, cowels, clamps, hangers, rubber rings, clean outs etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince) (Pipe support : Intellotech / Easyflex / Chilly) The Pipes will be supportedby either rubber lined G.I. U strap clampson 50x50x5 mm MS slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for independent pipes). The The cost will include all support arrangements. The work includes cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.
348110 mm dia
34975 mm dia
350Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) 110 x 75 mm
351Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.. (Make : Supreme / Finolex / Prince)
352Door Tee
353110x110x110 mm
35475x75x75 mm
355Bend
356110 mm
35775 mm
358Terminal guard.
359110 mm
36075 mm
361WATER SUPPLY PIPES AND FITTINGS - III
362Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall a) 32mm dia nominal bore (medium duty)
363Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. a) 32mm dia nominal bore.
364Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.
365a) 15mm dia nominal outer dia pipes
366b) 20mm dia nominal outer dia pipes
367Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
368Providing & fixing CP brass bib cock of approved quality conforming to IS 8931a) 15mm nominal bore
369Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore
370Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore
371Providing and fixing gun metal gate valve with wheel of approved quality. a) 32mm dia nominal bore.
372Providing and fixing brass stop cock of approved quality. a) 20 mm nominal bore
373Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.
374SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV
375Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
376Providing, laying and joining glazed stone ware pipes grade "A"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
377a) 100mm diameter
378b) 150mm diameter
379Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
380a) 100mm diameterS.W. Pipe
381b) 150mm diameterS.W. Pipe
382Providing and fixing square mouth S.W. Gully trap grade "A" complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm.size (inside) the weight of cover to be notless than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design. a) 150 x 100 mm. size P type With Sewer bricks conforming to IS : 4885
383Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75
384(i) For Sewer Line
385Extra for depth of man hole size 90x80 cm
386Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
387CC Road
388Construction of C.C. road in 1:2:4 with base concrete in 1:4:8 and brick edging Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. 16.46.1 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade "A" sealing compound.
389Interlocking Tiles
390Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. including 12 cm thick C.C. 1:4:8 (1 Cement : 4 Coarse sand (Zone-III) dervived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. all complete as per the direction of Engineer-in-charge.
391Internal Electrification (Main building)
392Wiring 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.
393Light Point
394Fan Point
3955A Plug Point
396Exhaust Fan Point
397Wiring 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.
398Supplying 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.
399Wiring 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.
4002 x 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
4012 x 4 sq. mm + 1 X 4 sq. mm earth wire.
4022 x 6 sq. mm + 1 X 6 sq. mm earth wire.
4034 x 6 sq. mm + 2 X 6 sq. mm earth wire.
4044 x 10 sq. mm + 2 X 6 sq. mm earth wire.
4054 x 16 sq. mm + 2 X 6 sq. mm earth wire.
406Supply and fixingof LED Tube Lightwith batten suitablefor upto 1 X 22 watt LED Ba tten tube light complete includingtube etc on surface complete in all respect.(CAT - AAA)
407Supply and fixing of LED tube light with batten for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respect. CAT AAA
408Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect.(CAT - AAA)
409Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire having die cast housing with driver set confirming to IP 65 and above Protection . complete in all respect.(CAT - AAA)
410Supply and fixingof recess/Surface/Pendent mounting round 10 Watt to 15 watt LED Down Lighter having Powder coated die cast aluminium housingwith heat sink, diffuser/Reflector and driver set complete in all respect.(CAT-AAA)
411Supply and fixing of recess/ Surface/ Pendent mounting round 15 Watt to 18 watt LED Down Lighter havingPowder coated die cast aluminiumhousing with heat sink, diffuser/Reflector and driver set complete in all respect. (CAT-AAA)
412Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLOC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/MIW) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THO less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required .
413Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.
414Supply & fixing of 3 mm thick backlitesheet cover round/hexagonaltype for fan box complete with all material labour T&P as per direction of E/I
415Supply & Fixing of electronics Fan Regulator (modular) 120-280 V ISI marked on the existing switch board including making connections, required material labour T& P etc for proper completion of work to the satisfaction of Engineer Incharge.
416Supply & erection of AC 230/250 volts 50 hz Exhaust fans including provding nut bolts mounting frame and other accessories including connection etc complete as required as per direction of E /I(i) 300 mm Sweep 900 RPM
417S & F surface/Flush mounting 4 ways TPN distribution board with additional Door without MCB complete in all respect, as directed at site by Engineer in charge.
418S & F surface/ flush mounting 6 way TPN distribution board with additional metal door with out MCB complete in all respect, as directed at site by Engineer in charge.
419S & F of 6 to 32 Amp. MCB (10KA)
420S/F of 40 amp 4 pole MCB (10 KA)(CAT - A)
421S & F 63 amp. FP MCB (10 KA) C curve (CAT - A)
422Supply and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
423Supplying and fixing suitable size GI box with modular plate and cover in FRLSont 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.
424Supplying and fixing 20 amps, 240 volts, SPN modular socket outlet, with 2 pole and earth,along with 25 amps "C" curve, SP modular MCB with modular cover sheet and concealed GI Box complete in all respect as required.
425Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :
42620 mm dia
42725 mm dia
428Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair
429Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
430Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone / TV antenna socket outlet
431Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
4321 or 2 Module (75 mmX75 mm)
4333 Module (100mm x 75mm)
434Supplying and fixing metel box of following size (nominal size ) on surface or recess with suitable size of phenolic laminated sheet cover in front including painting etc as required . (i) 75 x 75 x 60 mm deep
435Supply and burring of Safe Earthing Electrode T-39 Zn- Zinc Coated, Length 3000mm, outer pipe 76.3mm x 3.2 inner pipe 42.4mm x 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
436Supply and Laying of 25mm x 5mm G.I. Strip from earth electrode directly in the ground as required complete in all respect.
437S/F of danger board fabricated from 10 gauge M.S. sheet as per I.E. Rules.
438Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
43910 Sq mm x 4 Core
44025 Sq mm x 3.5 Core
44150 Sq mm x 3.5 Core
442120 Sq mm x 3.5 Core
443Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring ofthe cable shall be properly connected with the earth as per direction of Engineer-Incharge.
44425 Sq mm
44550 Sq mm
446120 Sq mm
447Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respects as per direction of the Engineer incharge.
44810 Sq mm
44925 Sq mm
45050 Sq mm
451120 Sq mm
452IGBT based 20 KVA parallel True Online Double Conversion UPS suitable for unbalanced, 3 Phase input and 3 phase 415 V output UPS system with isolation transformer (i.e., K-13 type), suitable for operating in parallel and each comprising as per technical specification complete as required.
453Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.
454Supple/Fixing of MS Perforated Cable Tray painted with powder coating 300x50x1.6 mm
455Supply and Fixing of 1800 mm x 900 mm x12 mm thick chequered Rubber matting of tested quality.
456Supply & Fixing of 100 amp 415V metal clad TPN CFS complete with HRC type switch fuse unit complete with HRC fuse on an angle iron bracket complete in all respect.
457S&F of 200 Amp. four pole change over switch on 50mm x 50mm x 6mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge
458Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB"s (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. PWD SOR 2018 SI No 814 (B) all bus bar shall be of aluminium , electrolytic grade only. Max design density shall not exceed 1 A per sqmm . All bus bar shall be insulated with coloured heat shrinkble pvc sleeved . All bus bar supports shall be non hygroscopic DMC/SMC supports.BUS BAR :- The minimum clearences between bus bar shall be as follows . 400 A, TPN aluminimum bus bar of suitable length. Phase to Phase- minimum 20 mm Phase to Nutral- minimum 15 mm Normal Panel :Incoming : 400 amp 04 Pole MCCB - 01 No. Metering : One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. One (1) No. (0-400A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. One (1) Set of Phase Indication Lamp. Outgoing : Phase indication lamps on each outgoing to be provided.
459200 Amp. 04 Pole MCCB - 3 No. ( 1 Extra )
460100 Amp. 04 Pole MCCB - 2 No.( 1 Extra )
46163 Amp.04 Pole MCCB - 4 No( 2 Extra )
462S/F of surface/flush mounting 4 ways V TPN distribution boaard with additional door without DPX3 250 MCCB complete in all respect as per directed at site by E/I.
463200 Amp. 04 Pole MCCB
464100 Amp. 04 Pole MCCB
465Fire Fighting
466Supply, erection and testing of ISI marked M.S pipes (Class B) and specials etc. (as per IS : 1239) for above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite, cutting the pipes to required length, edge preperation, welding, fixing/erection of pipes with suitable flat/angle iron including specials i.e. bends tees, reducers, flanges etc. in proper position including all supports as per layout, including hangers for sprinkler piping, jointing by welding, aligning the pipe line, painting with a primer coat and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per drawings & direction of the Engineer-in-charge.The quoted rats shall also include for making holes in masonry/RCC slab, wall, chases in wall etc. & making good the same to original conditions. DSR 2022 18.8 MAKE : Jindal(Hissar)/ Bharat/Indian Tube/ Prakash)
467100 mm
46880 mm
46925 mm
470Supply & fixing in position ISI marked cast iron double flanged Butterfly valves as per IS :13095, suitable for pressure 15 KG/cm2 including transporting to worksite, supply & fixing nuts, bolts, gaskets, flanges & washers etc including testing, complete as per drawing & directions of the Engineer-in-charge.(MAKE : Kirloskar/ Venus/IVC/Zaloto/Kalpna) (i) 100 MM NB
471Supply & fixing in position ISI marked cast iron double flanged Non Return Valves as per IS 5312, part -I including transportation to worksite, supply & fixing nuts, bolts gaskets and washers etc, complete with testing as per direction of the Engineer-in-charge. (MAKE : Kirloskar/ Venus/IVC/Zaloto/Kalpna) (i) 100 MM NB
472Supply, fixing, testing & commissioning of 20mm bore and 30 meter long hose (Rubber lined dunlop pipe) and Hose Reelfor first aid fire fighting conforming to IS : 884, with full swing drum, fixing brackets, 5mm dia shut off gun metal nozzle, 32 mm dia hand lever operated ball valve, connecting directly from the riser through 32mm dia GI pipe with sockets, elbows, nipples etc, includingproviding operating instructions on a metal plate and fixing it near hose reel.The system shall be complete in all respects as per drawings and directions of Engineer-in-charge. (Make : Dunlop/Goodyear) DSR 2022 18.17.1
473Providing gun metal ISI marked 63MM dia Instantaneous pattern short Branch Pipes & 16mm dia Nozzle suitable for interconnections to hose pipe coupling as required. (Make : Minimax/Firex/Safex/ Newage) DSR 2022 18.18.1
474Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type Sprinklers of rating 68 degree centigrade with required accessories : (i) Pendent Sprinkler
475Supplying and Fixing of 63 mm dia 15 meter long RRL House Pipe with 63 mm dia male and female coupling duly bond with GI wire, rivets etc conforming to IS 636 ( Type A )complete as required. (Make : Jayshree/Newage) (Stainless Steel Grade (304)
476Providing & fixing standard Fireman Axe with heavy rubber handle.
477Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required.
478Providing, fixing, testing & commissioning of Ball valve.( size 25 mm dia).
479SITC of outdoor type Hose cabinet double door having lock and key facility doorglass 4mm thickness suitable for accommodation Hydrant Valve, fire hose pipe, branch pipe (Size 1000mmx750mmx500mm)
480SITC of weather proof Indoor Hose Cabinet made by sheet for hydrant, Branch pipe & Hose Pipe. (size 1200mmx900x500mm) Make NEWAGE/CEASEFIRE/MINIMAX
481Fabrication, supply, Installation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalized with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurization pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required INCOMING:- 400A, 50kA 4 Pole MCCB, Ics=100% Icu ratingDigital Voltmeter 0-500V with selector switch Digital Ammeter (0-400 A) with selector swtich & CTs etc LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 500A OUTGOING( Note : All outgoing feeders for pumps shouldhave digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Main Fire Pump 125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventer complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 2 Set Jockey Pump: 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventer complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 2 Set. DIESEL ENGINE CONTROL:- Control for diesel engine comprising - Automatic/Manual selector switch & 3 attempts starting device, timers and relays as required, push buttons,start/stop in manual mode Indicating lamp for high/ Low Lube. Oil pressure, High Water Temp and Engine on indication Battery charger suitable for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification
482Supply and fixingof C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labourfor proper completionof work.
483Supply and fixingof fire extinguisher,ABC Type 6.00 kg. capacity(ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labourfor proper completionof work.
484Providing and placing on terrace (at all floor levels) polyethylene Water storage tank of approved brand and manufacture 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. Capacity 10000 litre
485Supplying and fixing single headed Internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as requiredSingal Headed Stainless steel
486Supplying and fixing of Fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd for suitable dia MS pipe connection conforming to IS 904 as required.2 way - 150 mm dia M.S. Pipe
487Supplying, installation, testing & commissioning of addressable Manual call point complete as required.
488Supplying, installation, testing & commissioning of addressable Horn cum strobe complete as required.
489Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarmpanel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card,minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible forBMS system with open protocolACnet/ Modbus over IP complete as Per specifications. 2 Loop
490Supply and Laying of 2x1.5 sqmm. Fire alarm armored cable, 600/1000V rated with annaled copper conductor having XLPE Insulation, Steel wire armoring & FRLS outer sheath completed as required.
491Supplying and fixing of Self Glow Exit signage for stairs and exits size 100X 300.
492Supplying, installation, testing & commissioning of intelligent analog addressable Photothermal detector complete with mounting base complete as required.
493Supplying, installation, testing & commissioning of intelligent addressable Thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required.
494Supplying, installation, testing & commissioning of Faultisolator complete with base as required.
495SITC of addressable Monitor module with address switch and all mounting assessories complete with MS powder connected junction box for mounitng on surface, cable logs at ends connection etc complete the work in all respect.
496Supplying, installation, testing & commissioning of addressable fire Control module complete as required.
497Supplying, installation, testing & commissioning of Response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.
498Internal Electrificaiton (Service Block)
499Wiring 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.
500Light Point
501Fan Point
5025A Plug Point
503Exhaust Fan Point
504Supplying 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.
505Wiring 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.
5062 x 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
5072 x 4 sq. mm + 1 X 4 sq. mm earth wire.
5084 x 6 sq. mm + 2 X 6 sq. mm earth wire.
5094 x 10 sq. mm + 2 X 6 sq. mm earth wire.
510Supply and fixingof LED Tube Lightwith batten suitablefor upto 1 X 22 watt LED Ba tten tube light complete includingtube etc on surface complete in all respect.(CAT - AAA)
511Supply and fixingof recess/Surface/Pendent mounting round 10 Watt to 15 watt LED Down Lighter having Powder coated die cast aluminium housingwith heat sink, diffuser/Reflector and driver set complete in all respect.(CAT-AAA)
512Supply and fixing of recess/ Surface/ Pendent mounting round 15 Watt to 18 watt LED Down Lighter havingPowder coated die cast aluminiumhousing with heat sink, diffuser/Reflector and driver set complete in all respect. (CAT-AAA)
513Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLOC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/MIW) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THO less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required .
514Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.
515Supply & fixing of 3 mm thick backlitesheet cover round/hexagonaltype for fan box complete with all material labour T&P as per direction of E/I
516Supply & Fixing of electronics Fan Regulator (modular) 120-280 V ISI marked on the existing switch board including making connections, required material labour T& P etc for proper completion of work to the satisfaction of Engineer Incharge.
517Supply & erection of AC 230/250 volts 50 hz Exhaust fans including provding nut bolts mounting frame and other accessories including connection etc complete as required as per direction of E /I make:- Cromption or Equivalent. (i) 300 mm Sweep 900 RPM
518S & F surface/Flush mounting 4 ways TPN distribution board with additional Door without MCB complete in all respect, as directed at site by Engineer in charge.
519S & F of 6 to 32 Amp. MCB (10KA)
520S/F of 40 amp 4 pole MCB (10 KA)(CAT - A)
521Supply and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
522Supplying and fixing suitable size GI box with modular plate and cover in FRLSont 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.
523Supply and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :
52420 mm dia
52525 mm dia
526Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
5271 or 2 Module (75 mmX75 mm)
5283 Module (100mm x 75mm)
529Supplying and fixing metel box of following size (nominal size ) on surface or recess with suitable size of phenolic laminated sheet cover in front including painting etc as required . (i) 75 x 75 x 60 mm deep
530Supply and Laying of 25mm x 5mm G.I. Strip from earth electrode directly in the ground as required complete in all respect.
531Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.
532External Electrification
533Supply and erection of double pole 11 Mtr. long 410 SP-55 ST pole support dully grouted plinthed, plastered and painted in the same manner as already specified for respective supports suitable for Plinth mounted type substation with different types of M.S. channels and angle iron duly fabricated for Disc. fittings D.O. fuse set, TPMO, loutside dropper & bracing"s including cost of material,labour and T&P required for proper completion of work as per drawing and direction of E/I.
534S/f of 11 KV, TPMO set complete With all material, labour and T&P required for Proper completion of the work.
535S/f of 11 KV, D.O. fuse set complete With all material, labour and T&P required for Proper completion of the work.
536S/f of 11 KV, Lighting Arrester set (3 Nos. ) complete With all material, labour and T&P required for Proper completion of the work.
537S/F of Danger board of size 200 x 250 x 1.6 mm of M.S. sheet fixed with clamp of 20 x 3 mm M.S. flate including bolts, nuts and washer duly painted completed with all material, labour and T&P etc. required for proper completion of work.
538S/F of Barbed wire 1.5 Kg. Duly clamped with 2 No. clamps made of 20 x 3 mm at both end on poles, flate including bolts, required for nuts and washer complete with all material labour and T&P etc. for proper completion of work.
539Supply and fixing of H.T/L.T. jumpering and connections on double pole/four pole. Lighting arrestor and transformer. The rates include the cost of all materials, labour and T&P etc. required for proper completion of work.
540Making suitable earthing of ST poles /Double pole/ Section End Double pole with 2.5Mts. long 20mm dia M.S. rod with 7/16 SWGG.S. wire in 15mm dia 2Mtr. long G.I. pipe duly clamped with 3 nos clampes and binding on poles including cost of labour & T & P etc. required for proper completion of work.
541Making suitable Earthing of the Neutral/body of T/F with 900x900x6mm G.I. plate buried vertically below 6M. G.L. or up to water levied by 2 Nos. 7/8 SWG G.S. stay wire in G.I. pipe of 400mm dia separately fixed with supports by clamps in all respects as specification of UPAVP.
542Supply & Laying of 32mm x 6mm G.I. Strip from earth electrode derectly in the ground as required.
543S/Fof 100 mm dia G.I. Pipe for cable clamped with supports by 3Nos. And washer of 20x3 mm M.S. flat bolt, nuts and washer rerquired for proper completion of work.
544S/Erection of 11 KV section/dead end double pole structure made of following types of supports duly grouted, plinthed, plastered and pained in the same manner as already specified for respective supports with two Nos. channel of size 125x65mm and 63x65x6mm respectively and 2 Nos. bracing of angle iron size 65x65x6mm 3 Mtr. length fixed with packing piece and bolts and nuts as required including the cost of material, labour T&P etc. required for proper completion of work as per direction of E/I.(i) 11 Mtr. Long 410 SP-55
545Supply delivery, testing and commissioning of 11KV (E) XLPE cable having compacted circular stranded aluminium conductor, conductor screening of extruded semi conducting compound. Cross linked polythylance(XLPE) insulation screening of the extruded semi conducting compound followed by copper tape, cores laid up, taped PVC inner sheath, single layer of steel strip armouring, overall PVC outer sheath conforming to IS: 7098/Part-II/ with latest ammendment for following mentioned sizes. Complete in all respects.(i) 95 sq mm 3 core H.T. Cable
546Drilling of road crossing atdepth 1.5 to 2 mtr as required and laying charges of cable in 160/125 mm dia HDPE pipe. complete with all material, labour, drilling machine and T&P etc. required for proper completion of work. As per Annexure No.-Page no.-(i) 160 mm dia HDPE pipe
547Construction of Transformer plinth size 2.0x1.25x1.0 Mtrs with all materials, labour and T&P required for proper completion of work as per specification, drawing and direction of E/I.
548Supply and jointing of In-door/Out-door type 11 KV Jointing Kit (HEAT SINK) for XLPE cable including cost of all material labour T&P etc. as per proper completion of work.
549Indoor type DSR-2022, 10.4.3
550(i) 120 sq mm indoor type Jointing Kit for 95 sqmm
551Outdoor type DSR-2022, 10.5.3
552(i) 120 sq mm indoor type Jointing Kit for 95 sqmm
553Supply, Delivery Installation, Testing & Commissioning of 11 KV Straight through cable jointing kit of 3 core cable jointing Complete in all respects as required for proper completion of work.(i) 120 sq mm indoor type Jointing Kit for 95 sqmm
554Supply of HDPE pipes (upto PN 6 Kg Pressure Rating material Grade PE 80, Pressure Rating PN 6.0) as per relevants IS suitable for HT / LT XLPE cable.(i) 110mm dia HDPE Pipe
555Supply and errection of Cable Stand of size 3.50x.50 Mtrs. Above G.L. duly grouted with cement concrete upto 50 Cm. Depth for laying cables from L.T. side of transformer made of angle iron size (65x65x6mm) having welded M.S. flat of size 50x6mm on top middle and 45 mm above ground level for fixing cable by clamping with M.S. flat of 40x4mm size as per direction of E/I.complete in all respect as per E/I.
556Construction of Fencing Plinth of following sizes in Ist class brick work including, plaster and providing flat brick soling and pointing the same with 1:2 cement and fine sand mortar over 75mm. Thick cement concreting in the ration 1:6:12 in open space of the cage.Complete in all respect as per direction of E/I. (i) 6.00x4.00x0.23 Mtrs size.
557Supply and fixing of 2.45 Mtrs high Cage fabricated with 3.0 mm thick expanded metal/wire mesh of equivalent weight fixed on 50x50x6mm angle iron frame having vertical members spaced at 1.0 Mtrs. To 1.25 Mtrs. and horizontal members spaced at 1.20 Mtrs. The vertical members shall be grouted in ground and horizontal members in the wall toa depth of 300mm with ends folded. the cage shall have 1000x2000mm size single leaf door with locking arrangement having door frame fabricated with 35x35x5mm angle iron and 3 mm expended metal wire mesh of equivalent weight duly fixed with the cage member. the cage shall have nut bolt arrangement for opening the sides by providing tees 45x20Cm. of angle iron size 50x50x6mm as per direction of E/I. it shall be painted with red oxide primer and synthetic enameled paint as per direction of E/I. the job include all materials, labour and T&P for proper completion of work.
558Supply and Fixing of Cable Route Marker in suitable masonry enclosure as directed by E/I.
559Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCCFoundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
560Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Double arm bracket 1 Mtr length on RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect.
561Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respect. CAT - AAA
562Wiring 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. (i) 2 x 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
563S/F of heavy duty cadmium plated copper connector with end plate complete in all respect. As per UPPWD SOR-2018 SI No. 1128( C ) Four way connector
564Supply and laying of 63mm 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. in the existing trench, complete as required.
565S/I/T/C of 250 KVA, 11/0.433 kV "Energy Efficient"Copper Wound, out door, Delta-Star, Distribution Transformer as per B.I.S. 1180-2014 Standards (Level-2).
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