Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date20 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 1,17,75,000
Costs
EMD
₹ 2,35,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_821918_1Bid Award Id
ViewTender No
RRCAT/CandS/Rev/W4306/24/45Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts and stacking of serviceable materials at RRCAT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
0.8
-
-
Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete.
30
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-
Dismantling the Mosaic/white glazed/Ceramic/Vitrified tiles /Kotah stone etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc. complete.
2500
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-
Dismantling old plaster or skirting, raking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 mtrs. Lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
150
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-
Taking out doors/windows and clearstorey windows (steel/wood) shutters including staking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
-
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of area 3.00 Sqm & below
70
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-
Of area beyond 3.00 Sqm
10
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-
Dismentaling doors/windows and clearstorey windows (steel/wood) including shutters and choukhats (frames),Architraves,hold fasts etc complete and staking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
-
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of area 3.00 Sqm & below
2
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-
Surface dressing of the ground including removing vegetation and inequalities not exceeding 150 mm deep for all kinds of soil and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
100
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-
Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5 m. including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead. (Depth of excavation shall be measured from the existing average ground level.)
-
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-
0.00 metre to 1.50 metre below average G.L
100
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-
Lead charges of all excavated material to anywhere in RRCAT premises, by mechanical transport, including, loading, unloading, stacking/levelling etc. as directed by Engineer-in-Charge.(depth of excavation shall be measured from the existing average ground levels)
-
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-
All soils
200
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-
Forming embankments up to an average height of 1.5m above ground level with selected approved soil, in layers not exceeding 300mm thick including breaking clods, watering, rolling each layer with power roller of minimum 8 tonnes capacity to attain at least 90% of the proctor density, dressing the sides and top to the required profile and grade etc. complete. Note: The field density test shall be performed at desired locations as per IS specifications and directed by Engineer-in-charge. The cost of testing shall be born by the contractor.
-
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With approved quality murrum available from excavations within RRCAT premises by mechanical transport.
120
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-
Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete.
-
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-
For grading - I material (with 75mm and down size aggregates)
30
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-
For grading - II material (with 53mm and down size aggregates)
30
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-
Plain cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and as per drawings, specifications and as directed by the Engineer-in-charge.
45
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-
Plain cement concrete 1:2:4 using graded stone aggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and as per drawings, specifications and as directed by the Engineer-in-charge.
5
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-
Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work as per drawings, specifications and as directed by Engineer-in-charge.
-
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-
Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
50
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-
Columns, pillars, posts, struts, mullions etc.
80
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REINFORCED cement concrete at all levels in M-20 grade using graded stone aggregate of 20 mm max. size including machine mixing, consolidation, finishing, curing, etc., complete at all height as per drawings, specifications and as directed by Engineer-in-charge but excluding shuttering, formwork and steel reinforcement.
-
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-
In foundations, footings, plinth beams, base of columns, flooring.
60
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In columns, mullions, pillars, posts, struts
20
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Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.)
-
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In foundations, footings, plinth beams, base of columns, flooring
20
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Providing and placing in position REINFORCEMENT using TMT BARS of prefered make, having minimum yield strength of Fe 500 conforming to IS 1786, for reinforced cement concrete work at all levels, including cutting, bending, fixing, tying in position with 1.6 mm dia. soft drawn annealed binding wire, with chairs, legs, supports etc. complete including cost of transporting the bars from factory to required location at work site, cost of 1.6 mm dia. soft drawn annealed binding wire, watch & ward, insurance etc complete all as per drawing, specifications and as directed by Engineer-in-charge. (The contractor has to submit the test report & Challan of the reinforcement, procured by him.)
3
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-
NOTE: Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment.
-
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
3
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-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS & circular hollow sections of Grade Fe 250 as per IS at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
3
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
0.2
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-
Note-1:Only standard weight as per IS tables or actual weight of prefabricated sections whichever is less shall be considered for payment and welding weight shall not be considered for payment. Note 2: 1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes of preffered make only shall be used.
-
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Labour charges only for fabricating structural steel work including plates at all levels & including material transportation to site of work from Deptt. Stores, cutting to required size, fabricating including welding as required, erecting in position cost of electrodes, gas, necessary scaffolding, painting with a coat of approved steel primer etc. complete
0.8
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-
Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per specifications,
10
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-
Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in C.M. 1:4 at all levels, including curing, raking out joints etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. complete.
12
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-
White/Coloured Glazed tile in flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of preffered make with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge.
-
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Dado/Skirting using 450x300mm tiles
525
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge.
-
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For flooring using tiles of size 450x450mm and 300x300mm
100
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-
Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship,cement punning, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete and as directed by Enginner-In-Charge.
-
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Black, Cherry/Ruby red shade
125
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-
Providing and fixing in position first class double charged vitrified porcelain tiles (thickness to be specified by the manufacturers) with water absorption less than 0.08% and conforming to IS:15622, of size 600mmx 600mm of preferred make & color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
1000
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Cement plastering at all levels for internal walls/ceilings with cement mortar 1:4/1:5 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete and as directed by Enginner-In-Charge.
-
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12mm thick (with cement mortar 1:4)
20
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20mm thick (with cement mortar 1:4)
50
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Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete and as directed by Enginner-In-Charge.
300
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-
Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as directed by Enginner-In-Charge.
100
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-
Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete and as directed by Enginner-In-Charge.
-
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20 mm thick
550
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Scraping the walls and concrete surfaces to remove the existing white wash, distemper etc., at all height including necessary scaffolding inclusive of the cost of sand papers, steel scrapers etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
2000
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-
Applying one coat of preferred make primer over old painted surfaces, preparing the surfaces including removal of old paint, if any, sand papering, filling with putty wherever required, to have proper and leveled surface to receive finishing coats, scaffolding, tools & tackles, safety appliances etc. complete. and as directed by Enginner-In-Charge.
-
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Cement primer over plastered surfaces
2500
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Red Oxide/ Zinc Chromate primer over steel surfaces
200
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Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge.
-
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Two finishing coats over a coat of primer
2000
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-
Painting plastered surfaces with two coats of Synthetic enamel paint (glossy/mat finsh) of preffered shade and make over one/two coats of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge.
-
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-
Two finishing coats over one coat of primer
20
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-
Painting wood/steel work with two coats of Synthetic enamel paint (glossy/mat finsh) of preffered shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge.
-
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-
On wooden surfaces
10
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-
On steel surfaces
100
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-
Repainting of old painted surfaces with two coats of paint of preffered shade and make incuding preparing the surfaces, including remoal of old paint, if any, sand papering, filling hair cracks with putty and other cracks with repair mortar as required, scaffolding & cleaning, cost of all matrials, labour, all complete as per drawing, specifications and as directed by Engineer-in-charge. Note : Plaster of paris putty requried for filling work in walls shall be of of preffered make and as directed by Engineer-In-Charge..
-
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-
Using Acrylic Emulsion paint (On plastered surface)
1000
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-
Using SYNTHETIC ENAMEL paint glossy/mat finish (On Plastered surfaces/steel surface)
1000
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-
Note : 1) Plaster of paris putty requried for filling work in walls shall be of preffered make (2) Gates, Chain link fencing including posts shall be measured as the area seen in front and rear elevation.Front & rear surface area shall be measured without any multiplying factor.Guard bars shall not be measured seperately as it is covered in multiplying factor of windows.
-
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Painting the old exterior walls and roof with two coats of approved make over one coat primer, of approved shade and make including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling with putty, scaffolding and cleaning etc. complete.
2700
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-
Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of approved shade and make consisting of followings :
35
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1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specifications and as directed by Engineer-in-Charge.
-
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2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2C tee etc. complete./Neoprene Gasket Lining etc. complete.
-
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7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing.
-
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Providing, fabricating, supplying and erecting in position both side laminated flush door shutters of preferred make and following thicknesses (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminate Assam's or equivalent make of 1 mm thickness on both faces including providing and fixing aluminum CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and Godrej make door closure with screws etc. complete as per specifications and as directed by Engineer-in-Charge. Note: Fittings and fixtures shall be as indicated in tender drawing.
-
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30mm thick (excluding the thickness of lamination)
80
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-
Providing & fixing Sun Control Polyester film of preferred make to the glasses of Aluminium/steel windows, Aluminium doors/partitions in approved reflecting shade including proper cleaning of windows, doors, partitions, glasses, proper cutting of film, fixing using approved adhesives on glasses and films including removing of existing glass & rubber lining and fixing with new rubber lining if required, including the cost of all materials and labourers,scafolding etc complete as directed by Engineer-in-charge.
120
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-
Providing and fixing 0.50 mm TCT color coated galvalume sheets of preferred make in roof, facia including all overlaps, ridges, mitring, supplying and fixing 'J' hooks/self thread screw, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc complete as directed by Engineer-in-charge.
445
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-
Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum, vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs,
aluminum packing strips used for
-
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anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 4.0 mm thickness with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.
-
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-
With anodized aluminum section (min of grade AC 5) of approved shade
15
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-
Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum three track sliding windows with mosquito net etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for
-
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anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. including providing and fixing float glass panes of 4.0 mm thickness in two panels of window with edges champhered (wherever required) with PVC/Neoprene Gasket Lining and mosquito net jali ( SS Jali of 28 guage ) in one panel of window etc. complete as directed by EIC.
-
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-
With anodized aluminum section (min of grade AC 5) of approved shade
115
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-
Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Fixed window with extruded and integrated aluminum sections as per approved make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of 4.0 mm thick float glass, Neoprene gasket, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required etc. complete as directed by EIC.
-
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-
With anodized aluminum section (min of grade AC 5) of approved shade
20
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-
Providing and fixing in position anodized (min of grade AC 5) aluminum louvered ventilators using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4mm thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing bajri glass of 4.0 mm thickness etc. complete as directed by EIC.
15
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-
Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using
minimum 2mm thick (or as specified) heavy sections including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge.
35
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-
Providing & fixing in position curtain rods of preferred make of 25mm diameter made of 1.22mm stainless steel conduits resting on standard stainless steel looking curtain rod holder fixed on wall at spacing not exceeding 1.50m, having 2 nos. ball shaped stainless steel decorative formations at both ends of each curtain rod such that whole assembly is suitable for holding medium size thick cloth curtains, fixed in position using required hardwares, rawl plugs etc. complete excluding curtain cloth but including the cost of all materials, rawl plugs, gutties, labours, taxes etc. complete as per specifications and as directed by Engineer-in-Charge
100
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-
Providing & fixing EUROPEAN WATER CLOSET suite comprising of : a. Extended wall mounted with cistern European water closet of preffered make seat cover & fittings all preffered make in glazed vitreous with integral 'P' or 'S' trap Conforming to IS.2556. b. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends. c. 15mm n.b. screw down variety heavy quality C.P. brass two way Angle/stop cock of preffered make conforming to IS : 781.d. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of prefered make. Health faucet(Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preffered make.
6
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-
Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of :
20
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-
a) Orissa pattern W.C. best Indian make white or colour glazed vitreous chinaware, size 580 mm x 400mm with ‘P’ or ‘S’ trap, of preffered make conforming to IS: 2556 b) PVC low level flushing cistern 10 litres capacity with all fittings of preffered make. c) 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall. d)15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends. e) 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered mkae conforming to IS:8931.
-
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Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :
13
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a) Best Indian make wash basin in white glazed vitreous chinaware of preffered make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above. b) One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of preffered mkae conforming to IS: 1795 c) One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends. d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered make. e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of approved make with extension piece and wall flange etc. complete of Dripless type.
-
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Providing & fixing best quality kitchen sink (after removing of old damaged sink) comprising of :
6
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a) Best quality stainless steel sink made of Salem Steel grade AISI-304 (18 % Cromium /8 % Nickel) steel sinks of bowl size 560 x 410 x 254mm of 1 mm thickness,of preffered make supported on opening of R C C slab of kitchen platform, conforming to IS:13983.The sink should include thin plastic film coating to protect against scratches during fixing etc including removing of old damaged sink and fixing/repairing with CM 1:4 as required. b) One number suitable steel plastic combination in built waste coupling heavy quality,32 mm diameter. c) One number suitable heavy duty flexible PVC waste pipe of 32 mm nb up to top of floor trap.
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Providing and fixing decorative round shaped 100mm dia. ABS body Chrome plated SHOWER ROSE with 190mm long shower arm with rubit cleaning system design of preffered make suitable for fixing on G.I. lines with built in ball joint for directional changes.
13
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-
Providing and fixing C.P. brass Towel rods of preffered make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all complete.
13
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-
Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preffered make on G.I. pipe line conforming to IS:781.
60
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-
Providing and fixing HDPE/CPVC Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top of Astral/Supreme or other approved make including necessary 1:2:4 cement concrete for embedding the trap etc. as per specifications all complete.
31
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-
Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by approved make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. complete.
13
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-
Providing and fixing in position liquid soap dispenser of preffered make. with C.P. brass brackets, cap etc. fixed to wall with C.P. screws and rawl plugs all complete.
10
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-
Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preffered make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.
-
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-
20mm n.b.
6
-
-
Providing, laying, jointing, fixing, testing and painting as per colour code of BARC heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preffered make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the original conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete
-
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15mm n.b.
24
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-
20mm n.b.
30
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-
Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water as per specifications.
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20mm nominal size
130
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-
25mm nominal size
125
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Providing, laying, jointing, fixing and testing PVC rigid pipes of class 'B' of preffered make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVC fittings, jointing with durable solvent, testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge.
-
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-
50mm NB
18
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-
80mm NB
16
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-
110mm NB
20
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Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of preffered make conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge.
-
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80mm dia PVC pipes
50
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-
110mm dia PVC pipes
100
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-
Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of Sintex/Ashirwad/Plasto or approved make of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindle of Plumber/Cubix/DRP or other approved quality etc. complete.
-
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-
500 litres capacity HDPE water storage tank
5
-
-
Providing & fixing stainless steel look metallic shelf of length 550 mm,width 140 mm and height 70 mm of preffered make including 6 mm thick clear glass, two tier 6 mm railing, four pillars in a good looking pattern with diameter varying from 6 mm to 16 mm and two CP brass F-brackets such that whole assembly weighs not less than 300 grammes including fixing in position using rawl plugs, gutties, hardwares, removing of old shelf if required etc. complete all as per specifications and as directed by the Engineer-in-charge.
12
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-
Providing cement based waterproofing treatment to Sunken (average thickness 65mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel in cement complete. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturer's specification).
55
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-
Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
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(c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
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Note: 1. If due to location of rain water pipes/ drain pipes, the thickness of treatment exceeds 110mm/65mm to provide sufficient slope for easy flow of water, provision is to be made of extra brick bat coba item as per item no. 1 in this chapter. 2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. 3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion.4.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja.
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Providing waterproof BRICK BAT COBA for filling in the depression of toilets, bathroom etc., as per the specifications of specialised waterproofing agencies and finishing the surface even so as to be suitable to receive the tiles etc. complete. Note : The measurement shall be on m³ basis. No deductions shall be made for the areas occupied by pans and other fittings and fixtures.
10
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-
Providing, laying, fixing and testing 110 mm dia. HDPE pipes of PE100 of preffered make as per IS 4984:1995 ensuring stability for cold & Hot water supply, including all HDPE fittings such as bends, Elbow, tees, and jointing with butt welding and testing the pipes at a test pressure of 6 KG/Sq cm. etc. all compelete as per specifications and as directed by Enigneer-In-Charge. Note the measurement shall be taken along the center line of the pipe including fittings and specials etc. but ecluding the cost of earthwork which will be paid under relavant item.
125
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-
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