Uttarakhand Jal Vidyut Nigam Limited Tender
View complete overview of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Civil And Construction
Building Construction
Eprocure
Opening Date28 Aug 2024
Closing DateCancelled
Tender Amount₹ 2,67,06,000
Costs
EMD
₹ 5,35,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UJVN_74981_1Tender No
02/EE(Civil-II)/LMP/2024-25Tender Authority
Uttarakhand Jal Vidyut Nigam Limited ViewPurchaser Address
-Website
http://https://www.uttarakhandjalvidyut.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials for All kinds of soil. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
119
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
17
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Excavating trenches 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, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil for Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
40
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m for Ordinary rock I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
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1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
32
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-
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
154
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-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
52
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-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
120
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-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
39
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-
Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
123
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-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
233
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-
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge. Extruded section profile size 48x40 mm I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
138
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more make TATA,SAIL,RINL,JINDAL or any equivalent brand. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
41919
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-
Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concreteI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
126
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-
Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
227
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-
Shelves (Cast in situ) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
44
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Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
228
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-
Columns, Pillars, Piers, Abutments, Posts and Struts I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
245
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-
Stairs, (excluding landings) except spiral-staircases I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
24
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Cornices and mouldings I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
76
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
6
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
35
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
137
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
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Cement mortar 1:4 (1 cement : 4 coarse sand) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
32
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Cement mortar 1:6 (1 cement : 6 coarse sand) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
277
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-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
117
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-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
185
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
864
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1341
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15 mm cement plaster on the rough side of single or half brick wall of mix :: 1:6 (1 cement: 6 fine sand). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
941
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15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) DSR-13.8.2
176
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-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
3322
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-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1414
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-
Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1461
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-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
193
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-
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed vitrified floor tiles polished finish of size.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
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Size of Tile 600 x 600 mm
343
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Size of Tile 600 x 1200 mm
180
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Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
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Size of Tile 600 x 600 mm
114
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Size of Tile 600 x 1200 mm
23
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
153
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cementI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
300
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
10.35
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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer-in-Charge.Granite work I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
10.35
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Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
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-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1455
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Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1842
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Steel work in built up tubular (round, square or rectangular hollow tubes tc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete foot restsI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2000
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1500
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1000
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete .Fixed to openings /wooden frames with rawl plugs screws etc.. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
500
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1000
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer : Using flats 30x6mm for diagonal braces and central cross piece. (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
35
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-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Float glass panes 4 mm thick glass pane (weight not less than10kg/sqm).I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
51
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Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. dsr 25.6
12
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Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
59
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Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
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Providing 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 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
73
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Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%. DSR-2.34.1
415
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
450
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Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/ cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture (Spintone / Cosmos/hexa) in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge(I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
591
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Providing 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.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
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Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.(I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
8
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Providing and fixing Counter Top wash hand Basin of Jaquar or other Equivalent make as per directed by Engineer-in -charge.complete including all material T & P & Labour required for proper completion of work.size 450 x360 mm I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
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Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 250 mm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
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Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
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Providing and fixing toilet paper holder : C.P. Brass.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
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-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gmsI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
12
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
15 mm nominal dia Pipes.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
160
-
-
20 mm nominal dia PipesI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
480
-
-
25 mm nominal dia PipesI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
720
-
-
P/F of PPR Union I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
20 mm nominal bore . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
8
-
-
25 mm nominal bore . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
8
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
15 mm nominal bore . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
10
-
-
20 mm nominal bore . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
-
-
-
15 mm nominal bore . I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
80
-
-
20 mm nominal bore .
80
-
-
25 mm nominal bore .
20
-
-
32 mm nominal bore .
20
-
-
40 mm nominal bore .
20
-
-
50 mm nominal bore .
20
-
-
65 mm nominal bore .
1
-
-
80 mm nominal bore .
1
-
-
Making connection of G.I. distribution branch with G.I. main of followingsizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
10
-
-
S.W. gully trap P type 100x100 mm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Making connection of G.I. distribution branch with G.I. main of followingsizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm nominal bore. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1
-
-
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing brass stop cock of approved quality :15 mm nominal bore I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing brass stop cock of approved quality :20 mm nominal bore.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
25 mm nominal bore.
5
-
-
20 mm nominal bore:
16
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
15 mm nominal bore.
5
-
-
20 mm nominal bore
16
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :30 cm length . 15 mm nominal bore. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
32
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length . 15 mm nominal bore. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
32
-
-
Providing and fixing 15 mm Jaquar Essco or other equivalent make Shower with arm i/c all material ,labour T& P etc for proper completion of work as per direction of Enginner-in-charge.(I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
15 mm nominal bore .
3
-
-
20 mm nominal bore .
3
-
-
25 mm nominal bore .
1
-
-
32 mm nominal bore .
1
-
-
40 mm nominal bore .
1
-
-
50 mm nominal bore .
1
-
-
65 mm nominal bore .
1
-
-
80 mm nominal bore
1
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tankI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
12000
-
-
Providing and fixing C.P. brass bib cock (15 mm nominal bore) of approved quality conforming to IS:8931 : I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
12
-
-
Providing and fixing C.P. brass long nose bib cock of approved qualityconforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
7
-
-
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
3
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
17
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal boreI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
17
-
-
Providing and fixing PTMT grating of approved quality and colour. Circular type.125 mm nominal dia with 25 mm waste hole.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing C.P. Pillar Cock of Jaguar or other equivalent make : 15 mm nominal bore, including all labour, material and T&P etc required for proper completion of work.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing C.P. brass wall mixer with provision for overhead shower with 115mm long bed pipe on upper side, with connecting legs & wall flange of Jaguar or other equivalent Make : 15 mm nominal bore, including all labour, material and T&P etc required for proper completion of work. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
15
-
-
Providing and fixing C.P. Angular Stop Cock with flange basin mixer and geyser points of Jaguar or other equivalent make : 15 mm nominal bore, including all labour, material and T&P etc required for proper completion of work. (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing 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.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
-
-
-
75 mm diameter.
88
-
-
110 mm diameter.
222
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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.
-
-
-
Coupler 75 mm
14
-
-
Coupler 110 mm
14
-
-
Single tee with door 75x75x75 mm
14
-
-
Single tee with door 110 x110x100 mm
14
-
-
Bend 87.5° 75 mm Bend
14
-
-
Bend 87.5° 110 mm Bend
14
-
-
Providing and fixing unplasticised Rigid 160 mm dia PVC drainage/sewerage pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
120
-
-
Providing and fixing unplasticised Rigid 200 mm dia PVC drainage/sewerage pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes. (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
60
-
-
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood 35 mm thick I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
5.04
-
-
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
30.87
-
-
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150x10 mm. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
196
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
38
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
150
-
-
Providing and fixing to existing door frames.24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14.4
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1
-
-
French spirit polishing : Two or more coats on new works including a coat of wood filler. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
-
-
Lettering with black Japan paint of approved brand and manufacture I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14.7
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron).I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
500
-
-
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin- charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
36
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
11.07
-
-
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
16
-
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
-
-
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg /cum. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
0.5
-
-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4.5
-
-
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD SpecifictionI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4.5
-
-
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
3
-
-
Providing and fixing 25 mm dia curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete : I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
247
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregateI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
226
-
-
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
9
-
-
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
-
-
Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m².DSR-12.7.1
5
-
-
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm.Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thickI/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
50
-
-
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
108
-
-
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all completeas per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
1
-
-
Providing 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. all complete as per the direction of Engineer-in-charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
115
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
50
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
2
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
-
-
Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
6
-
-
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
4
-
-
Attending minor type of repair for full day by engaging and supplying one suitable Mason/Mistryr etc. for carrying simple type of repairing of all work including all T & P etc. required for proper complition of the work as per direction of Engineer in charge but excluding cost of material. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
15
-
-
Attending minor type of repair for full day by engaging and supplying one suitable Beldar/Mazdoor/Labour etc. for carrying simple type of repairing of all work including all T & P etc. required for proper complition of the work as per direction of Engineer in charge but excluding cost of material.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
30
-
-
Removal of debris /waste material/ any other material / rubbish from any location by full load tractor trolley as desired by the Engineer-in- charge & safe disposal of the same outside the Nigam area including cost of all labor (minimum four numbers labor or more as required) T& P etc required for proper loading/unloading and disposal of waste or any other material required for the proper completion of the work. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
30
-
-
Engaging & operation of one no. wheel type hydraulic excavator cum loader machine 0.90/1.0 cum (preferably JCB/L&T/BEML etc.) with one operator and one helper including cost of fuel, lubricants and repair maintenance etc. for removel of slip/landslide/excavation in dry and wet condition, complete in all respect as per direction of E/C, payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip/earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor and machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. Engagement of JCB. Including supply of all material, labour T&P etc. required for proper complition of the work. (NSI)
24
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-
Mixing of admixture Sika plast 5202NS or other equivalent super plasticizing for prepration of concrete for reducing W/C and increasing workability in R.C.C as per specification or as per direction of Engineer-In-Charge include supply of all material, labor,T&P etc with complete item. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
177
-
-
Providing & applying water proof mortar/material above plinth beam and in bathroom & WC floor of building including all material, labor,T&P etc required for proper completion of work. The work shall be carried out all complete as per specifications and direction of Enginner-In-Charge. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
118
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-
Appyling one coat dampguard classic ( Damp-Proof coating for internal walls), effected room walls,i/c Making surface cleaning masonry wall for water proofing to check the leakage with OPC cement in the proportion of 1 :1:1 (Dampguard :cement :Water) recommended by the manufacturer including supply of all material, labour and T&P etc. required for proper completion of the work. as per the direction of Engineer-in-charge. (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
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-
Providing and painting two coat of pidicreate URP compound on roof, sunshede for water proofing to check the leakage with OPC cement in the proportion of 1 : 5 (URP:cement) recommended by the manufacture including supply of all material, labour and T&P etc. required for proper completion of the work. as per the direction of Engineer-in-charge..
20
-
-
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
300
-
-
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of G.S. Sheet (I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
214
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
10
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-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
-
-
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge..I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
502
-
-
Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer in charge.(Payment of providing and fixing auto closing hinges shall be paid separately(I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
80
-
-
Providing and fixing sunmica 1 mm thick on cupboard shutter i/c Pasting with synthetic resin adhesive etc. complete as per direction of Engineer-in-charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
80
-
-
Providing and fixing factory made 3 mm thick ACP sheet for backing of cupboards and batroom/kitchen cabinets of required size including nails & screw i/c all material ,labour T& P etc for proper completion of work as per direction of Enginner-in-charge.I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
100
-
-
Providing & fixing stainless steel fancy handle of approved make fixed with SS screws etc.complete as per direction of Engineer-in-charge.200 mm I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
40
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-
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
20
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
3.55
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately).Second class teak wood I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
35.28
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-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
500
-
-
Providing and fixing C.P. Hand Shower (Health Faucet) with wall flage of Jaguar or other equivalent make : 15 mm nominal bore, including all labour, material and T&P etc required for proper completion of work. (NSI)
14
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-
Providing and fixing 15 mm bore Jaquar Essco or other equivalent make wash basin Mixer. complete as per direction of Engineer-in-charge. I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
14
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-
Providing and fixing PVC Hollow wall panel sheet and fitting/installation charges complete in all respect including supply of all material labour T & P etc required for proper completion of work I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
255.24
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-
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in charge. (For W.C. and bathroom door shutter).I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
36.75
-
-
Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds Fixed window / ventilator with mullion / transom. Using R2 series with frame (39 mm & above) x (39 mm & above) & mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
26.88
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-
Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds Fixed window / ventilator with mullion / transom. Using R3 series with frame (55 mm & above) x (45 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 2.5 metre)I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
13.2
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-
Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm)..Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1,8 metre),I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
19.8
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-
Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre).I/c Supply of all material ,T&P required for proper completion of work as per direction of Engineer In-Charge
15.18
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-
Providing consultancy for construction of officers Guest house for Lakhwar Project(300 MW) in Tons Colony Dakpathar Dehradun including Topographical survey, soil test for bearing capacity,detailed architectural and structural design and drawings including water supply sanitary work and scaping planning with rainwater harvesting tank.as per direction of Engineer-in-charge.
1
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