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 Date1 May 2024
Closing Date1 Jun 2024
Tender Amount₹ 1,78,00,000
Costs
EMD
₹ 3,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_805398_1Bid Award Id
ViewTender No
RRCAT/Rev/CSD/3130/W4286/24/34Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
1.50 metre to 3.0 metre below average G.L
28
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Earthwork excavation in foundations in soft rock by manual means upto a depth specified below 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 of surplus earth within a distance of 50 metre lead as per drawings, specifications and as directed by the Engineer-in-Charge. (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
28
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1.50 metre to 3.0 metre below average G.L
28
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by manual means upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m.complete .
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0.00 metre to 1.50 metre below average G.L
692
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Forming embankments upto an average height of 1.5m above ground level with selected approved soil, in layers not exceeding 150mm thick including breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden of steel rammer and rolling every 3rd and top most 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.
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With approved quality murrum available from excavations within RRCAT premises by mechanical transport.
286
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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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of area 3.00 Sq M & below.
18
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of area 3.00 Sq M & below.
6
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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 as per drawings, specifications & as directed by the Engineer-in-charge.
38
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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 etc. complete.
0.2
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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 and as directed by Engineer-in-charge.
71
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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 directed by Engineer-in-charge.
35.4
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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.
15
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Demolishing brick work in cement mortar including scaffolding, stacking of serviceable material and disposal of unserviceable material within 50 mtr. lead as per drawings, specifications and as directed by the Engineer-in-Charge.
14
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Disposing by mechanical transport ; the garbage/ Unserviceable materials consisting of debris, rubbish, packing boxes, Ac sheet, gypsum sheet, grass, serviceable/ nonserviceable items, doors, windows, partitions etc. from domestic house / office to the predetermined locations in the RRCAT campus with all leads at anywhere in RRCAT including loading, unloading, levelling, carrying by mechanical transport as required to maintain cleanliness around houses, parks and buildings in RRCAT campus including cost of all tools and tackles etc., complete as per specifications and as directed by Engineer-in-charge ( Carriage capacity shall be around 5.00 Cum.).
5
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Lead charges for debris by mechanical transport anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete.
209
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Note: The rates in respect of item this are applicable for the net quantity arrived at after making deduction for voids at 30% from corresponding stack/truck measurements.
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Lead charges, by mechanical transport to anywhere in RRCAT Campus,including loading, unloading, stacking / levelling etc.comlpete as per drawing, specifications and as directed by Engineer-in-Charge.
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For soil
547
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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 as per specifications,
5
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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 superstructureat all level including double scaffolding, raking out joints, curing etc. complete as per specifications and as directed by the Engineer-in-Charge.
48.2
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40 kg/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.as per drawings, specifications and as directed by the Engineer-in-Charge.
590
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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
71
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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)
174
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Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications.
87
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Cement plastering at all levels for internal walls/ceiling with cement mortar 1:4/1:5 finished smooth (steel trowel finish) so as to obtain smooth surface for painting over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, making grooves,curing etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.
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12mm thick for internal ceiling in CM 1:4
31
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15mm thick for internal walls in CM 1:4
140
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Waterproof cement plaster 20 mm thick in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.
12
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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.
371
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REINFORCED CEMENT CONCRETE of M-20 grade at all levels using graded stone aggregate of 20mm max. size including machine mixing,, mechanical vibration, consolidation, finishing, curing etc. complete as per specifications but including shuttering, formwork and excluding steel reinforcement.
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In foundations, footings, plinth beams & flooring.
87
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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 & flooring.
52
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In columns, mullions, pillars, posts, struts
16
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills. Staircase etc
135
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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
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
202
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Columns, pillars, posts, struts, mullions etc.
70
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
491
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Walls, partitions and the like including attached pilasters etc.
885
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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 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
35
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Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars manufactured in the brand name of Preferred 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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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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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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Note : 4 - 1.60mm 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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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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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.)
1.15
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Note: 1. Structural steel conforming to IS: 2062.
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2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificate from the firms and also testing from third party if required to be arranged at no extra cost.
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3) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemd to have been included in the rate.
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4) All holes will be made by drilling only. Gas cutting of holes will not be permitted.
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5) Electrodes manufactured of Preferred make only shall be used.
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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.)
0.36
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1. Structural steel conforming to IS: 2062
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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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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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4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
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5. Electrodes manufactured by of Preferred make only shall be used.
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Providing and fixing in position first class double charge vitrified porcelain tiles conforming to IS:15622 of approved manufacturer of size 600mmx 600mm (thickness shall be as per manufactures's specifications) of approved 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 or fixed with approved quality adhesive (as per manufacturers specifications), jointed with spacer and pointed with matching epoxy sealent finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete all as per drawings, specifications & as directed by the Engineer-in-charge.
66
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White/Coloured Glazed tile flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of Preferred 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.
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Coloured Dado using 300mm x 450 mm tiles.
160
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt 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.
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In flooring with tiles of size 300x300x6mm.
73
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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, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers. Note: S.S.screw at proper spacing shall be used to fix the granite in addition to above where ever required.
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Black, cherry/ruby red shade
15
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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.
-
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In flooring with lime mortar 1:2 bedding and with machine polishing after laying.
120
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Providing, fabricating, supplying and erecting in position both side laminated 35mm thick flush door shutters (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 1 mm thick on both faces including providing and fixing aluminum, CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and of Preferred make door closure etc. with screws etc. complete.
4.1
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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 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 Supplying and fixing Mortise Dead lock of Preferred make ( 7 lever) 2 way locking facility and key arrangement of both side, eye piece and safety chain,
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providing & fixing aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, of Preferred make door closure 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. Note: Fittings & fixtures shall be as indicated in tender drawing.. . Note : Fittings & fixtures shall be indicated in tender drawing.
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35mm thick ( Main Door)
14.9
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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 make consisting of followings :
13.4
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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, EPDM 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 approved make and manufacture. 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 75 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
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& rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and the styles & rails with 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, 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 and fixing in position anodized (min of grade AC5) 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 4 m 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.
4
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Providing and fixing in position anodized (min of grade AC5) aluminum two track sliding windows, louvered ventilators 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 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, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system
3
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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 scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. 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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Providing and fixing in position anodized (min of grade AC 5) wall span 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 p/f 5mm thick float glass and/or apaque using 12mm thick laminated particle board, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and horizontal section of wall spans shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm. Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm. The spacing of verticle and horizontal sections shall be in the range of 0.90 m to 1.50 m centre to centre.
33
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Providing and fixing in position anodized (min of grade AC5)aluminum doors with extruded and integrated aluminum sections as per approved make confirming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm, including p/f 5.0mm thick clear sheet glass and/or opaque using 12mm thick laminated particle board..Anodized aluminum (min of grade AC-5) doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as approved, floor spring/door closer of Preferred make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc complete.
16
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Scraping the walls and concrete surfaces at all levels using machine grinders, sand papers, steel scrapers to remove the existing white/colour wash, distemper,oil paint, oil bound distemper, acrylic emlusion paint or water proof paint, including necessary scaffolding, cost of sand papers/ steel scrapers/machine grinder etc., removing loose dust and dirt with stiff brush and washing the surface with clean water etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
150
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Repainting of old painted surfaces at all levels with two coats of Acrylic Emulsion paint of approved shade and make including preparing the surfaces, removal of old loose paint if any , fungal growth,sepage patches, loose dust & dirt if any, sand papering, filling with putty as required, scaffolding and cleaning etc. treating the surface with antifungaul/waterproofing compound wherever reuired complete. as per drawing, specifications and as directed by Engineer-in-charge.
910
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Repainting of old painted surfaces at all levels with two coats of flat oil paint paint of approved shade and make over one coat of approved primer wherever required, including preparing the surfaces, removal of old loose paint, if any, sand papering, filling with metal putty as required, scaffolding and cleaning etc. complete as per drawing, specifications and as directed by Engineer-in-charge
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On steel surfaces
260
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Painting the old painted exterior walls and roof at all levels with two coats of Preferred make acrylic emulsion of approved shade 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 as per drawing, specifications and as directed by Engineer-in-charge
650
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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, tools & tackles, safety appliances etc. complete
-
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Two finishing coats over a coat of primer
225
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Painting wood/steel work with two coats of FLAT OIL paint of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete
-
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On steel surfaces
25
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Painting New exterior walls with two coats of Waterproof cement paint of Preferred make & shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete.
372
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Providing & fixing EUROPEAN WATER CLOSET suite comprising of :
4
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a. White vitreous china pedestal type water closet (European type W.C. pan) in vitreous Chinaware with internal 'P' or 'S' trap conforming to IS: 2556 of Preferred make.
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b. PVC, low level flushing cistern 10 litres capacity of Preferred make , mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231.
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c. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.
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d. 15mm n.b. screw down heavy quality, fancy variety C.P. brass Two nos. stop cock of Preferred make. conforming to IS:8931.
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e. Solid plastic heavy quality seat with lid of Preferred make and colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II)
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f. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of Preferred make.
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g. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of Preferred make.
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Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of :
2
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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 Preferred make conforming to IS: 2556
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b. PVC low level flushing cistern 10 litres capacity with all fittings of Preferred make.
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c. 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall.
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d.15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends.
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e. 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of Preferred make. 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 :
7
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a. Best Indian make wash basin in white glazed vitreous chinaware of Preferred make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above.
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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 Preferred make conforming to IS: 1795
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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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d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of Preferred make.
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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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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 and fixing in position readily available mirror of size 600x450 mm made out of best quality indian glass of 5mm thick, manufactured by of Preferred make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. all completeas per drawings, specifications, and as directed by the Engineer-in-Charge.
7
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-
.Providing and fixing C.P. brass Towel rods of Preferred make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all completeas per drawings, specifications, and as directed by the Engineer-in-Charge.
5
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-
Providing & fixing in position at all heights C.P. brass COAT HOOK of Preferred make at all heights including fixing the same in proper line & level with suitable C.P. Brass screws 25mm using rawl plug, making good the same complete as per specifications and as directed by Engineer-in-charge.
11
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-
Providing & fixing best quality CP Brass SOAP DISH Holder of Preferred make at all heights including fixing the same in proper line & level with suitable C.P. Brass screws using rawl plug, making good the same complete as per specifications and as directed by Engineer-in-charge.
7
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-
Providing and fixing C.P. brass Toilet pape roll Holder of Preferred make fixing on wall using C.P. brass screws, rawl plug etc all complete.
5
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-
Providing and fixing large flat back half stal Urinal of size 610mmx400mmx380mm of Preferred make supported on suitable wall brackets with 32mm n.b. heavy quality approved 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 as per specifications.
4
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-
Providing and fixing best quality approved colour and shade MARBLE PARTITION slab 12 to 14 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after cahsing with cement mortar or adhesive in proper level and line etc. all complete as per specifications and drawings.
2
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-
Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of Preferred make on G.I. pipe line conforming to IS:781 as per drawing, specifications & as directed by Engineer-in-Charge
7
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-
Providing & fixing at all levels heavy quality fancy variety approved make 15mm n.b. screw down C.P. brass long body bib taps on G.I./CPVC lines of Preferred make easy clean variety with jam nut etc. as per drawing, specifications & as directed by Engineer-in-Charge
1
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-
Providing and fixing heavy quality fancy variety C.P. brass screw down 15mm n.b. concealed type Stop cocks of Preferred make confirming to IS:8931 on G.I. pipe line complete as per drawing, specifications and as directed by the Engineer-in-Charge.
1
-
-
Providing & fixing in position at all levels heavy pattern screw down gun metal GATE VALVES of Preferred make conforming to IS : 778 with hand wheel at top, including testing for 10 Kg/Sqcm pressure with clean & potable water with a minimum testing duration of two hours etc. complete as per drawings, specifications & as directed by the Engineer-in-charge
-
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-
25 mm nb
2
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-
32 mm nb
2
-
-
Providing & fixing stainless steel look metallic shelf of length 550 mm,width 140 mm and height 70 mm of Preferred 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 brackets such that whole assembly weighs not less than 300 grammes including fixing in position using rawl plugs, gutties, hardwares etc complete all as per specifications and as directed by the Engineer-in-charge.
7
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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 Preferred make including necessary 1:2:4 cement concrete for embedding the trap etc. complete, conforming to IS : 3989 and as per specification and as directed by the Engineer-in-charge.
10
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-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of class SDR 11 of Preferred make having thermal stability for hot and cold water supply, including all CPVC plain & Brass threaded, S.S.Hax nipple of suitable length for Gyser inlet/outlet connection, flanze, extension nipple if required etc. i/c fixing the pipe with clamp at 1.00 m spacing. This including jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing the joints complete as per drawing, specifications and as directed by the Engineer-in-Charge.Concealed work, including cutting chases and making good the walls etc. Note.-The measurement shall be taken along the centre line of pipes including fittings, specials.
-
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20 mm nb
24
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-
25 mm nb
42
-
-
32 mm nb
36
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-
Providing, laying, jointing, fixing and testing PVC rigid pipes of class B of Preferred make ensuring thermal stability for hot or cold water,waste water, sewage, acids etc including all PVC plain & fittings including jointing with durable solvent including 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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-
80 mm nb
15
-
-
110 mm nb
6
-
-
150 mm nb
13
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-
Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of Preferred make pipes 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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-
110mm dia PVC pipes
8
-
-
Construction of Inspection Chambers of internal clear dimension 900mm x 600mm in 200mm thick brick masonry in C.M 1:6 over a bed of 150mm thick 1:4:8 cement concrete foundation, plastering with C.M. 1:4, 20mm thick on inside, outside and all exposed surfaces, finished with a floating Coat of neat cement, 1:2:4 cement concrete for benching and channel finished with neat cement, brick carbelling at top to provide clear opening of 900mmx 450mm, providing and fixing C.I. steps weighing not less than 3.50 kgs/each at 300mm centre to centre etc. complete for depth of chamber not exceeding 900mm as per specification and as directed by Engineer-in-charge.
2
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-
Providing & fixing in position best quality salt glazed stone ware/Heavy duty HDPE/PVC gully trap with 150 x 150mm square inlet and 100mm n.b.outlet conforming to IS 651 including embedding the trap in 1:4:8 cement concrete 150x150mm C.I. grading at top construction of brick masonry chamber 300x300mm (internal) in 200mm thick brick masonry, cement mortar 1:6 plastering with cement mortar 1:4, 20mm thick on inside, outside and exposed faces finished with floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7 kg. Painting the grating frame cover with 2 coats of approved bitumastic paint etc., complete as per specifications, drawing and as directed by the Engineer-in-Charge.
70
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-
Supplying,transporting to work site scaterred at various locations of RRCAT premises and placing in proper position locally available ready made Medium duty Pre-Cast R C C covers with frame generally as per IS 12592 of following specified clear size including minor cutting,dressing,alighning to fit properly levelled in existing man holes or Inspection Chambers or Gully trap Chambers including rigidly embedding the frame in 100 mm thick cement concrete 1:2:4 complete including cost of all materials, reinforcing wires, labourers, taxes, cess, transport , curing,wastages etc. complete all as per specifications and as directed by the Engineer-in-charge.
-
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Rectangular shape 900 mm x 450 mm internal dimensions.
2
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-
Rectangular shape 900 mm x 600 mm internal dimensions.
30
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-
Providing & fixing/erecting in position G.I. Chain link fabric fencing of required height above ground level with 10 gauge G.I. chainlink mesh of size 50mm x 50mm, fixed to M.S. angles/RCC post including cost of providing & fixing 6 mm dia. G.I. J hooks, bolts, nuts, washers,staples and 6 mm dia. M.S. rods etc., providing and fixing longitudinly 3 rows of 8 gauge G.I. wires, .complete generally as per specifications and drawing and as directed by the Engineer-in-Charge.
126
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-
Supplying & laying ROUGH FLAG STONE FLOORING of 30mm ± 5mm average thickness over a bed of 150mm thick murrum to proper slope including earthwork excavation and back filling with 150mm thick murrum, cutting the edges to proper lines and sunk pointing with cement mortar 1:3 including providing 15mm x 10mm groove longitudinally & crosswise, curing and disposing of unserviceable materials within 50m lead etc. complete.
900
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-
Dismantling the Rough stone pavement of thickness 30 mm ± 5 mm including, dismantling of pointing, stacking of servicible materials within RRCAT Premises for re-use, disposing of debris and unservicible materials within RRCAT Premises , dressing,watering and ramming of sub base, relaying of available servicible rough flag stone in proper line and level etc including cement mortor 1:3 groove pointing at joints of stones complete including cost of tools & tackles,labour, all materials other than rough flag stone etc complete as per drawing, specifications and as directed by the Engineer-in-Charge.
1800
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-
Providing and fixing in position readymade PRECAST CEMENT CONCRETE Kerb Stone 80 mm thick of approved design & pattern of size 300mm x 350 mm & having a minimum compressive strength of 350 Kg/Sqcm, including the cost of excavation, necessary 1:2:4 cement concrete for embedment of kerb stone, necessary formwork if required etc. as per specifications, close jointed & pointed with cement paste including finishing the surface smooth, curing, hoisting & erecting in position etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
375
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-
Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of following thicknesses in footpath, parks, lawns, drive ways or light traffic parking etc, of Preferred make of M-35 grade strength, of approved size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. Note :- The cost of sand shall be paid separately under relavant item.
-
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-
80mm thick interlocking paver blocks
990
-
-
Filling under floors, with 6 mm and down aggregate including fine i.e.stone churi including spreading, watering, ramming consolidating, finishing to levels etc. complete
50
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-
Providing & fixing in true horizontal level M/F suspended false ceiling (FR-120 min) system manufactured by of Preferred make channels (27mm web and 20 & 30mm flange) fixed to wall with rawl plug and screws, at 610mm centres along the perimeter of ceiling, intermediate channels(45mm web and 15mm each flange) from the soffit at 900mm centre with ceiling angle (25x10mm,0.55mm thick) fixed to soffit @ 1220mm c/c with GI cleat and steel expansion fasteners to form a grid of 900mm x 1220mm. Ceiling section (51.5mm web and 26mm each flange)fixed to intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 457.5mm centres. Single layers of 15mm tapered edge of Preferred make to ceiling section with screws at 230mm centres, Square and tapered edges of the boards to be jointed and finished flush look including filling and finishing with jointing compound, paper fiber tape and two coats of drywall top coat etc. complete.
-
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False ceiling/masking suspended by anchor rods fixed with anchor fasteners and 15mm tapered edge Single layers of Preferred make panel on one side.
20
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-
Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of Preferred 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 Preferred make etc. complete.
-
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-
1000 litres capacity HDPE water storage tank
2
-
-
Providing pre-construction anti-termite treatment (with of Preferred make 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :-
46
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a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
-
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-
b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with of Preferred make (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
-
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-
c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with of Preferred make@ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.
-
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d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep @ 150mm intervals filling these holes with of Preferred make @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier.
-
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-
Note: The amount @ 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee).
-
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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 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 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 (45gsm) of approved 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. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification).
59
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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 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.
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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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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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-
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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-
Cutting water bound macadam road/removing soling including stacking the serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete.
5
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-
Cutting Bituminous road surfaces including disposal of unserviceable materials within 50 metres lead etc. complete.
5
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-
Taking out existing cement concrete interlocking paver blocks including bedding sand from footpath etc. including removal of rubbish etc., disposal of unserviceable materials to the dumping ground (Payment shall be made separately under relevant item) and stacking of serviceable materials within 50m lead complete as directed by Engineer-in-Charge.
20
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-
Supplying, stretching and fixing in position 2 ply, 12 gauge, 4 spikes G I Barbed wire at specified spacing, firmly fixed to M . S . angle /RCC / wooden posts either horizontally or inclined manner including suppling and fixing necessary 'J' hooks,bolts, nuts, washers, staples, as required for work at all levels, and any where in RRCAT premises All complete as per drawing, specification and as directed by Engineer in-charge.
360
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-
Supplying and fixing in position Concertina Barbed tape coil of 600 mm dia made from M.S. Galvanized Ribbon Tape of 0.5 mm thickness 19mm width, stretching the coil to 10 m open able length approx. Fixing the coil with clips upto 4 m height of wall from ground level with existing angle iron 'Y' shaped placed 2.4 m to 4.00 m apart including supplying and fixing M.S. Galvanized clips, stud tied with G.I. staples etc. complete as per manufacture's specifications and including painting by dipping method the concertina tape coil with 2 coat of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop, before bringing the material to site and fixing position etc. complete for work at all levels and anywhere in RRCAT premises. All complete as per drawing, specification and as directed by Engineer in-charge.
60
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-
Providing & fixing in position of Preferred make C P brass urinal spreader with copper connector,two C P brass check nuts, rubber tapered washers including removing existing worn out spreader unit including testing for leakproofing etc complete as per specifications and as directed by the Engineer-in-charge.
4
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-
Imp. Note - a) 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. b) The payment of wages to labourers should be made through bank. c) The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. d) The minimum amount of bill to be paid shall be Rs. 15.00 lakhs. e) A land for the construction of contractor shade in RRCAT premises shall be provided for material storage and contractor has to make arrangement for temporary shade at the alloted space for the shade & same must be removed after the completion of the work at their own cost. If contractor is allow to use departmental constructed space, same shall be charge @ 500/- per Sqm per month and contractor has to handover the same in good condition after the storage use.
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