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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.6 LAccepted-AOC | ₹96.6 L Quoted ₹97.0 L | L1 | Accepted-AOC work in progress |
| 2 | L2₹100.0 L+₹3.0 L (3.08%)Rejected-Finance VILLAGE PARAG P O BREWERY TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | ₹100.0 L+₹3.0 L (3.08%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
3 Feb 2023, 4:00 pmClosed
Executive Engineer HPPWD Division
Executive Engineer HPPWD Division Kasauli
Construction of Science Lab for Senior Secondary School Delgi Distt Solan HP SH C O Building portion, Saintry installation, Septic Tank Sock Pit Rain Harvesting Tank and Site Development etc 2nd call
2023_PWD_67378_1
15441-49 dated 16.01.2023
Open Tender
Civil Works
Item Rate
Kasauli
As per tender document
3 documents required · 3 mandatory
₹5,000
₹2.2 L
21 Dec 2023
21 Jan 2023
4 Feb 2023
21 Jan 2023
3 Feb 2023
21 Jan 2023
Amount
Cutting in earth work all kinds of soils and disposal of excavated earth upto a lead of 20 metres such as pick work , jumper work, pick work,pick jumper blasting work, blasting work in soft and hard rock conglomrate rock or saturated soil and its intermediate classification of soil including chiseling/wedging out of rocks (where blasting is prohibited) and pumping or bailing out of watering/dewatering upto any lift stacking the excavated soil clear from the edge of excavation and then returning the stacked soil in layers when required into plinth sides of foundations consolidation each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Excavation in foundation trenches etc. in earth work in all kinds of soils such as pick work , jumper work, pick work,pick jumper blasting work, blasting work in soft and hard rock conglomrate rock or saturated soil and its intermediate classification of soil including chiseling/wedging out of rocks (where blasting is prohibited) and pumping or bailing out of watering/dewatering upto any lift stacking the excavated soil clear from the edge of excavation and then returning the stacked soil in layers when required into plinth sides of foundations consolidation each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Excavation work in oridinary soil 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 mtr.as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Supplying and filling in plinth with sand under floors, including watering, romming, consolidating and dressing complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Excavating,supplying and filling of local earth by mechanical transport upto a lead of 5km also i/c ramming and watering of earth in layers not exceeding 20cm in trenches,plinth,sides of foundation etc. complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and Laying cement concrete 1:6:12 ( One cement :Six sand : Twelve graded crushed hard stone aggregate 40 (forty) millimeters nominal size) mechanically mixed vibrated and curing complete , excluding cost of form work in foundation and plinth , as per H.P.P.W.D. spesification 1990 Volume-I including carriage of all labour , equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges
Providing 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) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying cement concrete 1:3:6 (1 Cement : 3 couarse sand 6 graded stone aggregate )40 mm nominal size)in retaining walls return walls any thickness including attached plaster , cloumns pillers post strut string lacing course parpets bed block including the cost of centering shuttring and finishing etc and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing under layer for plinth protection of 75 (seventy five) millimeters thick (unconsolidated) bed dry brick /stone aggregate 40 (forty) millimeters nominal size well rammed and consolidated and grouted with fine sand including preparation of ground, as per HP, PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Constructing Course rubble hammer dressed “U” shape open surface drain with side wall 15x22 cm in cement mortar 1:6 ( 1 cement:6 sand ) and inside plastering with cement plaster 1:3 ( 1 cement : 3 sand ) including earth work and laying 10 cm cement concrete in 1:5:10 (1 cement : 5 sand :10 graded stone aggregate) of 40 mm nominal size and 7.5 cm cement concrete 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate of 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for
Foundation footing and basis of columns, etc. and mass concrete.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and contilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Stairs, (excluding landings) except spiral staircases
Vertical surfacessuch as walls(any thickness)and the like including attached pillasters,buttersses plinth and string courses and the like.
Edges of siobs and breaks in floors and walls under 20 cm wide.
Reinforced cement concrete work 1:1:5:3 (1 cement : 1.5 Coarse Sand ) : 3 graded stone aggregate 20 mm nominal size) in foundation , footing etc.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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing, hoisting and fixing above plinth level up to floor all level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Applying cement slurry on R.C.C. slab or cement concrete. Work using 2.75 kg of cement per sqm. Of floor area before laying cement conc. Flooring i/c roughening, cleaning of the con. Surface complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Mild steel and medium tensile steel bars reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Brickwork with common burnt clay FPS(non-modular) bricks of class designation 7.5 in superstructure above plinth level upto all floor level in cement mortar 1:6 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Half brick masonary with common burnt clay FPS (non modular) brick of class designation 7.5 in superstructure above plinth level upto all floor in cement mortar 1:4 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with Cement mortar 1:6 ( 1 cement : 6 coarse sand) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Supplying, 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.
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement : 6 coarse sand) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing weep holes in brick masonry/ stone masonry plain rainforcement concrete retaining/breast wall with 100 mm dia PVC pipe extending through the full with of the structure with slope of1:20 toward drawing face complate as per drawing andtechnical specification and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Back fillig behind abutment,wing wall and return wall completeas per drawings and technical specification clause 1204.3.8 including carrage of materialwith in all leads and liftsand other incidentals.
Providing and fixing 18mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS 3087 marked , including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade, nickel plated M.S. pipe 20 mm dia (heavy type) curtain red with nickel plated brackets, including fixed with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hillock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and raw plugs 75 mm long etc. all complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 :
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. completeand as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing chromium plated brass handles with necessary screws etc. complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Triple strip vertical type
Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 19mm thick commercial board water prof shutters for cup boards i/c fixing (with nickel plated piano hinges with screws etc. complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing M.S. BP sheet 2.00 mm thick in eaves board in facia/soffits/ceiling including cutting fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base member of steel work shall be measured & paid separately and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing M.S channels door, windows frames manufactured from M.S section ISMC 75 X40 MM & ms. Flat 75x5 mm as per direction of Engineer-in -charge and drawing including hinges jambs bead and if required angle threshold M.S. Angle 50x25 mm welded or rigidly fixed by mechanical means with split end tails to each jamb including steel butt hinges 25 mm and provision of lacking arranement and shock observer as specified and applying a coat of approved steel primer after pretreatment of surface as directed by the Engineer-in- charge including carriage of material with all leads and lift.
Providing and fixing window ventilators frem manufactured of channel section 75x40 ( seven five into Forty millimetr for end frem and for center frem channel ssection 75x40 ( seven five into forty) millimeter with Mild steel flat (seventy five into Four) millimeters In combination welded together to make one frem with making square steel section with Mild steel flat of 20x4 (twenty into four) millimeters and 12x4 ( Twelve into four) millimeter shutters of rolled steel section F-7B (Seven-B) section including glass panes of 4 ( four) millimeters thick in glazed panel and wire gauge of designation 85 ( eighty five) 0.56 ( Zero point five six) millimeter dia in wire gauge panel and fixed glazing fixed with angle and T section of 25x25x3 ( Twenty five ito twenty five into three ) millimeter in such bar duly welded of all corners and joints properly , hold fast of Mild Steel flat 200x50x5 ( Two hundred into fifty into five) millimeeters duly welded at corner and joints of all steel section embedded in cement concrete block 1:3:6 ( one cement : three sand: six graded crushed stone aggrigae twenty millimeter nominal size of size 100x100x100 mm size ( one hundred into one hundred into one hundred) including providing and fixing of fitting that is handles, tower bolts hooks and eyes and aplying a coat of primer with red lead point and fixed in position complete in all respect as directed by the Engineer-in- charge including carriage of material with all leads and lift.
Mirror polish Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) : 25 mm thick and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.2.1 Acid and alkali resistant tile Acid and alkali resistant tile and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Mirror polish Kota stone skirting 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 (1cement : 4 coarse sand) : 25 mm thick and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 10 mm thick acid and/or alkali resistant tiles skirting of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, completeand as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
White glazed tiles 6 mm thick in skirting risers of steps and dado 12mm thick cement mortar 1:3 (1 cement : 3 sand) and jointed with cement slurry and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
White marble skirting 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 (1cement : 4 coarse sand) : 25 mm thick and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Mirror polish Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) : 25 mm thick and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-incharge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing prepainted (GSC) sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 0.63 mm thick with zinc coating not less than 275 gm/ m² and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing MS sheet chajjas eves boards facia/sofifits /ceiling including cutting fixing and welded to steel mambers and applying a coat of red lead primer complete as per the instruction of Engineer -in -Charge
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixedwith polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 1.60 mm thick with zinc coating not less than 350 gm/m² and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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. 0.63 mm thick with zinc coating not less than 275 gm/m² and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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. 110 mm diameter and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Bend 87.5 110mm bend
shoe Plain 110mm shoe
Providing and fixing unplasticised -110 mm PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50 mm 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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
15 mm cement plaster on the rough side of single or half brick wall of mix in 1:6 ( 1 cement : 6 fine sand) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
15 mm cement plaster on the fair side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Finishing with stain enamel paint ( two or more coats) at all locations prepared and applied as per manufactures specification including appropriate priming coat , preparation of surface, etc. complete . On steel work and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
finishing with Synthetic acrylic washable distemper of approved brand and manufacture to give even shade : New work ( two or more coats) over and including water thinnable priming coat with cement primer and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Applying Synthetic acrylic washable distemper of approved brand and manufacture to give even shade : New work ( two or more coats) over and including water thinnable priming coat with cement primer and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work: and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
15 mm nominal bore
20 mm nominal bore
Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work, including cutting chases and making good the wall etc and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
1216 (16 mm OD) pipe
1620 (20 mm OD) pipe
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing Orissa Pan No. 2071, size 58x44 cm in white shade water closet of Hindware or its equivalent conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required as per the direction of Engineer-in-charge.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, Green water closet EWC No. 20079 of Hindware or its equivalent with sleek plus dual cistern having dual flush system 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 , as per direction of Engineer-in-charge.
Providing and fixing toilet paper holder C P Brass as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals. .
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: Wash basin No.1008 of size 55x40cms in white shade of Hindware or its equivalent as per direction of Engineer-in-charge.
Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 110 mm and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
150 mm dia.
110 mm dia.
75mm dia
Making 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 25 to 40 mm nominal bore and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing white vitreous china flat back Urinal No. 60002 of size 59x39x37.5 cm white shade of Hindware or tis equivalent with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required as per the direction of Engineer-in-charge.
Providing and fixing viterous china Division plate Category 61001 in white shade of Hindware or equivalent of specified size including its fittings cutting and making good the walls wherever required as per direction of Engineer-in-charge.
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms :Kent touchless Sanitiser/ Liquid soap Dispenser-1000ml, white. and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 115 mm nominal bore, 86 mm long, weighing not less than 88 gms PTMT concealed stop cock with flange of Jaguar and approved quality and colour as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing uplasticised PVC connection pipe with brass unions : 45cm length 15 mm nominal bore and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providng and fixing gun metal gate valve with C.I. Wheel of approved quality (screwed end) of 25 mm nominal bore as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing PVC floor trap of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete. 110 mm X 90 mm and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing brass ferrule with C.I. mouth coverincluding boring and tapping the main 15 mm nominal bore and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing PVC single equal branch with oval access door, ISI marked insertion rubber washer 3 mm (three millimetre) thick bolts and nuts complete /including fixing with approved adhesive etc. complete as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals
150mm dia
110mm dia
75mm dia
Providing and fixing a PVC plain bends ISI marked including fixing with approved adhesive etc. complete as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals
150mm dia
110mm dia
75mm dia
Providing and fixing PVC door bend with oval access door insertion rubber washer 3 mm Three millimetre) thick bolts and nuts ISI market complete including fixing with approved adhesive etc. complete as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals
150mm dia
110mm dia
75mm dia
Providing and fixing PVC Collar ISI marked including fixing with approved adhesive etc. complete as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals
150mm dia
110mm dia
75mm dia
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
75mm dia
110mm dia
150mm dia
Providing and fixing PVC ‘P’ or ‘S’ trap for water closet (squatting pan ) ISI marked including jointing the trap with pan and PVC pipe with approved adhesive etc. complete.110 mm ( one hundred ten millimetre) dia as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals
Providing and fixing PTMT grating of approved quality for floor, gully or nahani trap including carriage of materials within all leads & lifts
Providing & fixing Electric gyser of 25 Ltrs. Capacity of approved make and manufacture and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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.: 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing white vitreous china laboratory sink for Hindware with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 550x400x180 mm and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia. and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
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 and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
15 mm nominal bore
20 mm nominal bore
Supplying and fixing C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg and as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
suman kumar sharma
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