Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 May 2023
Closing Date8 Jun 2023
Tender Amount₹ 2,08,00,000
Costs
EMD
₹ 4,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_754770_1Tender No
RRCAT/CSD/C/3086/W4202/2023/7Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Note: ( Common for Item nos. 13 & 14 )
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40 mm n.b.
10
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Providing and fixing at all levels best quality stainless steel Kitchen Sink comprising of :
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Providing and fixing C.I. Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. confirming to IS:3989 and as per specifications all complete and as per drawings, specifications & as directed by the Engineer-in-charge.
4
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Using ACRYLIC EMULSION paint
8500
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Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications etc complete and as per drawings, specifications & as directed by the Engineer-in-charge.
2
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Providing and laying polyvinyl (PVC) rolls/tiles of preferred make of thickness 2mm heavy duty solid vinyl flooring of approved colour, pattern and designs for flooring, skirting/dado laid on existing smooth cement tile or concrete or plastered finish, with suitable approved adhesive as per manufacturer's specifications, close jointed by PVC welding and finished to proper bends, slope and plumb etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
975
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b. One number suitable steel plastic combination in built waste coupling heavy quality of size 32mm diameter.
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h). The edges of the tiles opening made for the cable entry in the tiles shall be finished by filling the edges with suitable compound as directed by engineer-in-charge.
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In foundations, footings, plinth beams, base of columns, flooring.
12
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25mm nominal size
15
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Providing and fixing in position tinted sheet glass of preferred make and of 4 mm thickness fixed to existing steel/aluminum windows, doors, partitions, ventilators etc. with Neoprene Gasket , lining, aluminium channel, s.s. screws , repair works of steel windows including welding of broken joints, removing old glass, oiling, greasing, replacing of old handles and pegstays with providing and fixing good quality new handles and pegstays of preffered make etc. complete to make window lockable and operable smoothly etc complete and as per drawings, specifications & as directed by the Engineer-in-charge.
Note: Only the clear opening of Glass shall be measured for payment. Aluminum snap beading/channel requird for fixing of glass shall be measured and paid under relevant item.
735
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with minimum 1.2mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
10
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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.
(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 including laying glass fibre cloth of minimim 45 gsm of good 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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For Dado/Skirting using tiles of size 300x450mm
80
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Providing and fixing in position EXPANSION JOINT COVERING USING 1mm thick G.I. sheet bent to proper shape and profile and secured in position with necessary screws, plugs etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
10
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b. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.
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Providing and fixing in position best Salt Glazed Stoneware Gulley Trap with 150mm x 150mm square inlet and 100mm n.b. outlet conforming to IS : 651 including embedding the trap in 1:3:6 cement concrete, 150mm x 150mm C.I. grating at top, constructing brick masonry chamber 300mm x 300mm (internal) in 200mm thick brick masonry using IInd class bricks, embedding the trap plastering with cement mortar 1:4, 20mm thick inside, outside and all exposed faces, finished with a floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7kg, painting the grating, frame and cover with two coats of approved bitumastic paint etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
1
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills, Staircase etc.
40
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Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry using IInd class bricks in cement mortar 1:6 over a bed of 150mm thick 1:3:6 cement concrete foundation, plastering with cement mortar 1:4, 20mm thick on inside, outside and all exposed surface finished with a floating coat of neat cement, 1:2:4 cement concrete for benching and channel finished with net cement, brick corbelling at top to provide clear opening of 900mm x 450mm, providing and fixng C.I. steps weighing not less than 3.5 kg/each at 300mm centre to centre etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.- depth of chamber not exceeding 900mm.
1
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f) The whole false flooring assembly shall be capable of carrying UDL of minimum 1000 kg/ Sqm, concentrated load of minimum 40 kg/ sq.cm, rolling load of min. 200 kgs with min. 5000 passes having factor of safety of at least 3 in all of the above conditions.
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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, 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.)
0.5
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Providing, laying or fixing in position under floors or against walls centrifugally cast (spun) Iron or sand cast Iron socket and spigot soil, waste, ventilation pipes and fittings including cost of all fittings like bends, offsets, tees, tapers, collars, connectors, plugs, shoes etc. conforming to IS: 3989 and IS: 1729 respectively, including cost of jointing with tarred spun (jute) yarn and molten pig lead, caulking the joints, including testing, painting with two coats of approved paint over a coat of primer etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
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Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :
4
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Kota stone using 15mm to 20mm thick for Treads, Risers, window cills using machine cut double machine polished kotah stone slabs laid over 20 mm thick mortar bedding, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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5. Electrodes manufactured by M/s. Ador Welding Ltd., ESAB India, Oxygen and D&H SECHERON only shall be used.
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d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preferred make.
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
350
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Painting steel work with two coats of Synthetic enamel paint of approved shade and preferred make over one coat of recommended wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
580
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12 mm thick
1250
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Using SYNTHETIC oil bound distemper
2200
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50mm thick
940
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20mm nominal size
20
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d. 15mm n.b. screw down variety heavy quality C.P. brass two way Bib cock of preferred make. conforming to IS : 781.
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Walls, partitions and the like including attached pilasters etc.
50
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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 with lean concrete and shall be paid seperately
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a. Best Indian make wash basin in white glazed vitreous chinaware of conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above.
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Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of preferred make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures, special design 10 mm dia S.S. pin hinges, door closure of preffered make and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge. Note: Fittings & fixtures shall be as indicated in tender drawing.
22
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Providing and fixing in position 24 G G.I. Chicken wire mesh of size 15mm x 15 mm fixed at the junction of beam and wall, junction of column and wall, on unfinished brick bat coba including cutting to required size, tying the mesh to bars/nuts which are properly welded to the metallic inserts or tying with min 1.2 mm annealed binding wire, removing all undulations, tight fixing and including cost of all materials and labours etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
1250
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Terrace treatment (110 mm average thickness)
50
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Taking out DOORS, WINDOWS AND CLEARSTORY WINDOWS, shutters (steel or wood) including stacking within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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In skirting over cement mortar 1:3 backing, with exposed edge machine cut and surfaces hand polished after laying.
18
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For flooring using matt finish tiles of size 300x300mm
25
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a) PANELS : Providing and Fixing 600 mm x 600 mm composite steel cementitious panel with thickness between 30 mm to 35 mm consisting of outside steel sheet surface and cavity filled with non combustible lightweight cementitious compound, panel generally confirming to Class "O" fire rating as per BS 476. The steel surface is protected by galvanizing and epoxy coating all-round. Minimum thickness of steel sheet should be 0.55 mm.
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c. One number suitable heavy duty flexible PVC waste pipe of 32mm NB up to the top of floor trap.
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Providing and fixing C.I. FRAME AND COVER (Conforming to IS : 1726) of size, weight and numbers as specified in schedule of manholes and inspection chambers including cost of necessary 1:2:4 cement concrete and 1:4 cement mortar for fixing, painting the frame and cover with two coats of approved paint of approved shade etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
50
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt/smooth finished ceramic tiles of sizes as mentioned below, 1st quality of preferred make 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 per drawings, specifications & as directed by the Engineer-in-charge.
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20 mm n.b.
50
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Scraping the walls and concrete surfaces at all level to remove existing white/colour wash, distemper, oil paint, oil bound distemper, acrylic emulsion paint or other similar finishes and making the surface smooth by repairing the scratch etc. including necessary scaffolding, cost of sand papers, steel scrapers, compatible scratch filler etc. complete as per specifications and as directed by Engineer-in-Charge.
5000
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Note:
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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 and as per drawings, specifications & as directed by the Engineer-in-charge but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.)
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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 per drawings, specifications & as directed by the Engineer-in-charge.
1800
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110mm dia PVC pipes
80
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Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred 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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b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of conforming to IS: 1795
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d). Providing and fixing hard PVC beading of shape approved by Engineer to the all edges of floor tiles. The beading shall be push and fitted firmly with suitable groove in floor tiles & approved quality adhesive to avoid any gap between tiles and to avoid any A.C. leakage.
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Of area 3 m² & below
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Imp. Note - 1. The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 2. The payment of wages to labourers should be made through bank. 3. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work.
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Breaking existing cement based waterproofing treatment of following areas, stacking of serviceable materials and carting away of unserviceable materials to the departmental disposal yard etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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Cement plastering at all levels for internal walls ceilings with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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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 foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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c. 15mm n.b. screw down variety heavy quality C.P. brass two way Angle/stop cock of preffered make. conforming to IS : 781.
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In facia, fins
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Providing and fixing laminated closed cell Polyethylene foam joint filler 20mm thick preferred make) for expansion joint or other places including cutting, positioning, supporting, scaffolding and filling with approved sealing compound etc., complete and as per drawings, specifications & as directed by the Engineer-in-charge.
25
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Applying one coat of preffered 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 per drawings, specifications & as directed by the Engineer-in-charge.
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Repainting of old wood/steel painted surfaces with two coats of synthetic enamel paint of approved shade and preferred make including preparing the surfaces, removal of old paint, if any, sand papering, filling with putty as required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
5000
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a. Extended wall mounted with cistern European water closet of seat cover & fittings all pastel preferred make in glazed vitreous with integral 'P' or 'S' trap Conforming to IS.2556.
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Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of preferred make of 1000 litres capacity 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 recommnded heavy quality etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
4
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Using FLAT OIL paint
700
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Kota stone flooring/skirting, using 15mm to 20mm thick hand cut single machine polished kotah stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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Note : 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.
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Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of preferred make conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, shoe, and scafolding etc. complete. as per specification and direction by Engineer In charge.
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25 mm n.b.
2
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Providing and fixing in position readily available mirror of size 600x450 mm made out of best quality indian glass of 5mm thick, manufactured bypreferred make mounted on PVC decorative frame fixed in position with C.P. brass screws with rawl plugs etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
4
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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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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 mm/63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 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 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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2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years.
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20 mm thick
3300
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Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
10
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Providing and fixing in position false flooring of finished floor height (FFH) of ~300 mm from the existing floor level of preferred make at all levels in perfect shape, size, alignment, level, free from any undulation and warpping all as directed including tools & tackles, all taxes, liability as per labour laws, safety appliances, scaffolding including cleaning etc. complete as per specifications and as directed by Engineer-in-charge essentially as specified below:
42
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32mm n.b.
1
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100 mm n.b. pipes (with 1.00 kg. of lead per joint)
20
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Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
1
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e. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of preferred make.
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Chajjas/ gutter
250
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
250
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Side hung and top hung
60
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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 recommended 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).
35
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Fixed and louvered (louvered portion with bajri glass 3.5 mm)
60
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Repainting of old painted surfaces with two coats of paint of approved shade and make including preparing the surfaces, removal of old paint, if any, sand papering, filling with putty as required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete. On plastered surfaces:
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25 mm n.b.
5
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Note : 5 - Other conditions as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .
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Painting New exterior walls on rough surfaces with two coats of External acrylic emulsion paint of approved shade and preferred make including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
2650
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e) The rate should include cost for cutting of panel for UPS, projection AC, electrical panel and other instruments as required and as directed by Engineer-in-Charge.
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Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars in preffered make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc.
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i). At the bottom of each floor tiles 4 nos. cleats of 50 mm length each made out of aluminium angle 25 mm x 25 mm x 5 mm thick shall be fixed on each corner with smaller head screws.
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Waterproof cement plaster 12 mm thick in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement, including double scaffolding, cleaning of old surfaces, removing all dust, cleaning of joints, curing, hacking of concrete surfaces etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
250
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In flooring with cement mortar 1:4 bedding and with machine polishing after laying.
220
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Painting plastered surfaces with two coats of Acrylic emulsion paint of approved shade and preferred make over one coat of recommended cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
7000
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Providing and fixing in position at all levels corrugated fiber glass sheet reinforced polyester sheets of 1.50mm thickness with minimum 85% light transmission with side lap of one and half corrugation and end lap of 150mm including supplying and fixing fiber glass sheets, ridges, wherever necessary, mitring, supplying and fixing necessary 'J' or 'L' hooks, nuts, bolts, GI plain and bitumen washers as per manufacturers code of practice, cutting the sheets as required and all lead and lift etc. completeand as per drawings, specifications & as directed by the Engineer-in-charge. (Contractor shall furnish test certificate of FRP sheets from manufacturers).
60
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Waterproof cement plaster 20 mm thick in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement, with smooth and jointless finish over existing brickbat coba already laid including filling of joints of brick bats with waterproofing cement mortar 1:3 including cleaning of old surfaces, removing all dust, cleaning of joints, washing, curing, hacking of concrete surfaces if required, finally finishing the cement mortar surfaces with trovel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep complete, finishing in proper line etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
1125
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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 etc complete and as per drawings, specifications & as directed by the Engineer-in-charge.
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Dismantling Old Plaster or Skirting, racking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
100
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Columns, pillars, posts, struts, mullions etc.
200
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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 and as per drawings, specifications & as directed by the Engineer-in-charge.
10
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1. Structural steel conforming to IS: 2062
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Painting the old exterior walls and roof with two coats of External acrylic emulsion of approved shade and preferred 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 holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
6500
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For Treads/window cills over cement mortar 1:4 bedding, with all exposed edges machine cut and surfaces hand polished after laying.
45
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Note : 4 - 1.20mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment .
-
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50 mm n.b.
10
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c) STRINGER: Providing and fixing electro galvanised hollow steel section stringer of size 20 mm wide x 30 mm depth 0.80 mm thick x 570 mm long to support false floor pannels from all four sides for alignment. The stringers to have counter sunk holes at both ends to accommodate bolting of M6 machine screws to the pedestal head assembly.
-
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Providing & Fixing at all heights, approved make Galvanized steel Clip in Tile Plain/ Perforated False Ceiling module of 600 mm x 600 mm. with square edged Panels made out of 0.5mm thick perforated sheet having perforations of 2 mm dia at 7 mm c/c in diagonally/2.5 mm dia 5 mm c/c in square pattern Galvanized steel panel size of 600mm x 600 mm manufactured by Supersil and Pre treated/powder coated panel shall be oven baked through conversion coating, priming and finish coat ensuring superior adhesion & painted on both sides, inside surface with primer of 5 microns and exposed surface to have 20 microns in pre painted sheet/ in powder coating or perforated panel shall be 50 microns approved colour powder coated only in exposed surface. The panel end shall be raised upward by 31mm and snapped in to the carrier. The main carrier shall be of size 0.45 mm thick , 25mm height and 3000mm length. The GI hold angle 1.15 mm thick of size 95mmx12mm, pressure clip 1.20mm thick 35mmx 30mm, top and Bottom of 4mm dia GS rod shall be round. The top end shall be screwed to slab/ roof and bottom shall be fixed with screw to hold on angle.
230
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2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost.
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Providing and fixing 15mm n.b. heavy quality C.P. brass flushing valve on G.I. line for flushing urinals of preferred make quality etc. all complete and as per drawings, specifications & as directed by the Engineer-in-charge.
3
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a. Best quality Stainless steel kitchen sink made of salem steel grade AISI-304 (18% Cromium/8% Nickel ) steel sink of bowl size 560 x 410mm x 254mm of 1mm thickness, preferred make (Grace plain large) supported on opening of RCC slab of platform, conforming to IS:13983. The Sink should include thin plastic film coating to protect against scratches during fixing etc.
-
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Cement primer over plastered surfaces
1000
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Providing and fixing large flat back Urinal of supported on suitable wall brackets with 32mm n.b. heavy quality preferred make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
3
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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 of preferred make including cost of pivots, recommended door and window handles, 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.
100
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
-
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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 and as per drawings, specifications & as directed by the Engineer-in-charge.
40
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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, 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.)
0.1
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Providing and fixing in position STEEL WINDOWS of preferred make, side hung/ top hung or Fixed (frames and sections as per IS 7452-1982, IS1038-1983 and IS 1361-1978 with all necessary M.S. fittings, frames, mullions, shutters, of recommended manufacturer) including fixing as per IS 1081-1960 to brick masonry wall or concrete members with necessary lugs/rawl plugs, screws and making good the masonry, silicon sealent filling and providing and fixing 4mm thick tinted glass of approve shade of preffered make and fixing glass with 10x10mm anodised aluminum beading with screws, rubber lining, corner clips, antifungal paint including M.S. oxidised fixtures such as peg stays, handles 12mm guard bars @ 100mm c/c and applying a coat of steel primer etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
-
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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, straitening of members & stacking within 50m lead out side the laboratories/ buildings etc. complete.
0.2
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40mm n.b.
1
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b) PEDESTAL: Providing and fixing sub structure support consisting of steel pedestal head assembly of 75 mm x 75 mm x 3 mm thick top plate @ 600 mm c/c in both directions mechanically riveted to min 80 mm long rolled formed stud and 2 check nuts for level adjustment and arresting vertical movement, 25 mm OD steel pedestal pipe @ 600 mm c/c in both directions of required length to achieve FFH of 300 mm, the pedestal pipe is riveted to steel base plate of 100 mm x 100 mm x 2 mm thick @ 600 mm c/c in both directions with stiffening folds for enhanced strength and grip to glue. The bottom of the pipe shall be beaded to achieve perpendicularity and resistance to moment arising from lateral loading. The pedestal shall be able to carry an axial load of 15 kN and overturning moment of 100 Nm. All steel components shall be electrogalvanized. The sub structure assembly shall be suitably anchored to the floor with epoxy based adhesive and screws as directed by engineer-in-charge.
-
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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.
-
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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 preferred makeconsisting of followings :
6
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75 mm n.b. pipes (with 0.90 kg. of lead per joint)
65
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32 mm n.b.
10
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g) Dimensional tolerance:
Floor panel flatness :- ± 1.00 mm in any direction
Floor panel width or length from specified size :- ± 1.00 mm
Floor panel squareness :- ± 0.50 mm
-
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Providing and fixing C.P. brass Toilet pape roll Holder fixing on wall using C.P. brass screws, rawl plug etc all complete and as per drawings, specifications & as directed by the Engineer-in-charge.
4
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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.
-
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
40
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32mm nominal size
10
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Note : 2 - Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport, taxes etc shall be borne by the contractor.
-
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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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50mm n.b.
1
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Red Oxide/ Zinc Chromate primer over steel surfaces
500
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In columns, mullions, pillars, posts, struts
20
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Rough cast plaster 25mm thick with cement mortar for exterior masonry and concrete surfaces at all heights laid in two operations base coat with cement mortar 1:4, 12mm thick and finishing coat with cement and gravel in proportion of 1:3, 13mm thick including double scaffolding wherever necessary, curing and hacking of concrete surfaces, addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
370
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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 etc complete and as per drawings, specifications & as directed by the Engineer-in-charge.
-
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Supply and filling under floors, with screened selected Sand including spreading, watering, ramming consolidating, finishing to levels etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
10
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Cement plaster 20mm thick in skirting and risers to steps with cement mortar 1:3 finished with a coat of neat cement including rounding of junctions with floor where necessary curing etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
75
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Providing & fixing EUROPEAN WATER CLOSET suite comprising of :
4
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c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends.
-
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Providing cement based waterproofing treatment to Terraces (average thickness 110mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and recommended 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 parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel, including the cost of providing & fixing the glass fibre cloth (minimum 45gsm) of good quality in top layer of plaster and finally finishing the surface with trovel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep complete and as per drawings, specifications & as directed by the Engineer-in-charge.. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification).
450
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The carrier shall be fixed into hold on angle with level adjusting spring clip to maintain the desired level of false ceiling, panel shall be snapped into Sil carrier, pressure clip shall be provided along the length to hold the panel, edge profile shall be fixed on the perimeter of wall and columns. Suspension shall be at max. 1200 mm and the spacing between two carriers shall not exceed 600 mm centre to centre distance including fixing with necessary screw/ bolt, drilling holes in ceiling, floor or walls, fixing with anchor fasteners wherever required, , providing extra frame work around openings for duct, supply/return air grill ,electrical fittings, smoke detectors, fire alarm system, voided arrangement for inspections, all wastages, sizing of all grids & panels to suit the dimension of room , all taxes, scaffolding, safety kits etc. complete as per drawings, specifications & as directed by Engineer in Charge.
-
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Facias, drop walls, pardis, vertical and horizontal fins individually or forming box louvers and bands, staircase etc.
20
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e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain.
-
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DISTEMPERING with two coats of SYNTHETIC OIL BOUND WASHABLE DISTEMPER of approved shade and make over one coat of approved cement primer, including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
2250
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f. Health faucet(Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preffered make.
-
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Providing and fixing heavy quality fancy variety C.P. brass screw down 15 mm n.b. BIB TAPS of preferred make conforming to IS: 8931 on GI lines etc complete and as per drawings, specifications & as directed by the Engineer-in-charge.
2
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Cement concrete flooring (IPS) with cement concrete of mix 1:1½:3 with graded stone aggregate of 10mm max. size, laid to proper level or slope in alternate bays, rammed and finished smooth including providing & fixing Aluminum dividing strips of size 25mm x 3mm thick, curing etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
-
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Note: Reinforcement will be measured and paid for separately under relevant item of schedule.
-
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Providing, laying, jointing, fixing, testing and painting as per colour code of heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings, requried 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 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 and as per drawings, specifications & as directed by the Engineer-in-charge.
-
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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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Applicable for both the above item nos. 31 & 32.
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