Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Jul 2023
Closing Date24 Aug 2023
Tender Amount₹ 1,21,00,000
Costs
EMD
₹ 2,42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_763370_1Bid Award Id
ViewTender No
RRCAT/W4234/2023/62 Date 20/07/2023Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5m below average G.L., including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
2
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Earthwork excavation over areas in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means and disposing off & levelling the soil within a distance of 50 metre. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
80
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
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For Soil
90
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Note: The rates in respect of item are applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils and @ 50% in respect of rock from the corresponding stack/truck measurements.
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5m below average G.L., 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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
80
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Supplying, lowering, laying, RCC spun pipes (Class NP2) of IS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
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300 mm n.b.
150
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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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
5
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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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
6.6
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Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
5
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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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
12
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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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
10
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Demolishing Rubble masonry at all levels in cement mortar including scaffolding, stacking of serviceable materials and disposal of unserviceable
materials within 50 metres lead etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
2
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Dismantling chainlink fencing with flexible wire rope, vertical & inclined angles of any size & length including stacking anywhere in RRCAT campus, cutting, dismantling of concrete, making rolls, transportation etc. All complete as per specifications and as directed by Engineer-in-Charge.
130
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Dismantling/removing barbed wire or flexible wire rope in fencing including stacking anywhere in RRCAT campus, cutting, making rolls, transportation etc. All complete as per specifications and as directed by Engineer-in-Charge.
200
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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. All complete as per specifications and as directed by Engineer-in-Charge.
1
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Forming embankment with selected approved soil obtained from borrow pits (including cost of excavation & transportation within RRCAT campus by mechanical transport), in layers not exceeding 200mm thick including breaking clods, watering, consolidation, dressing the sides & top to the required profile & grade complete as per drawing, specifications & as directed by Engineer-in-Charge.
15
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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. All complete as per specifications and as directed by Engineer-in-Charge.
20
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Providing & laying in position REINFORCED cement concrete of M-20 grade at all heights using graded stone aggregate of 20 mm max. size including machine mixing, consolidation, mechanical vibration, finishing, curing, cost of labour & machineries etc. All complete as per specifications and as directed by Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. (Minimum Cement content shall not be less than 362 kg/cum of concrete.)
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In foundations, footings, plinth beams, base of columns, flooring.
40
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Design Mix REINFORCED CEMENT CONRETE of M-30 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. All complete as per specifications and as directed by Engineer-in-Charge but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 405kg/cum of concrete.)
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In foundations, footings, plinth beams, base of columns, flooring.
220
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Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. at all height and removal of the same for in situ reinforced concrete and in plain concrete work. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
-
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Foundations, footings, base of columns, plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
310
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Walls, partitions and the like including attached pilasters etc.
260
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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. All complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
26
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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 preferred brand 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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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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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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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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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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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. All complete as per drawings, specifications and as directed by Engineer-in-charge.
10
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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. All complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
3
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Note:1. Structural steel conforming to IS: 2062
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.
3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate.
4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
5. Electrodes manufactured by preferred brand only shall be used.
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Providing & fixing/erecting in position G.I. chainlink fabric fencing of required height above ground level with 10 guage GI chainlink mesh of size 50mmx50mm fixed to existing MS angles/RCC post including cost of p/f GI J hooks, bolts, nuts, washers, staples and p/f longitudinally 3 rows of 8 guage GI wires All complete generally as per specifications and as directed by Engineer-in- Charge.
550
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Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
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20 mm thick
1250
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Providing patented cement based waterproofing treatment at all depth below ground level from outside/inside to Basement, Lift Pits, Trenches and other underground structures during construction or existing strcuture, consisting of a waterproof layer over cement concrete 1:3:6/brick/RCC work bedding finished with rough shahabad/Kotah stone of about 20mm thick, well pointed in the joints with cement and approved waterproofing compound as per manufacturer's specifications and continuing the treatment after completion of floor slab and side walls on the outer/inner face of walls and upto a height of 300mm above the adjacent ground level. The total thickness of waterproofing treatment shall be about 75mm for floors and about 35 to 40mm for walls. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
180
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Note: 1. The cost of C.C. 1:3:6/brick/RCC work is not included in this item and is to be catered for separately.
2. A working space of about 600 mm shall have to be provided in the excavation separtely for treatment of exterior faces of walls.
3. The waterproofing treatment is to be Guaranteed for bone dry condition for a period of 10 years.
4. 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.
5. The measurement for payment shall be as per actual area covered by the treatment.
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Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
450
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Painting the exterior walls and roof with two coats of preferred brand 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 holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
450
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Painting wood/steel work with two coats of Synthetic enamel 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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
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On steel surfaces
30
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Painting steel work in two coats of Aluminium paint of approved shade and make over one coat of steel primer including preparing surfaces, scaffolding and cleaning, tools & tackles, safety appliances etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
60
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Providing & laying in position Cement concrete 1:2:4 using graded stone aggregate 40 mm max. size including consolidation, finishing, curing etc. complete but excluding formwork as per specifications. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
20
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Providing and Laying homogeneous anti-static PVC flooring with black conductive layer sandwiched in between PVC having anti static properties from 1.0 X 104 TO 1.0 X 106 Ohms of preferred make of 2 mm thickness , of approved colour , pattern and designs for flooring/skirting laid on existing smooth cement tile or concrete or plaster finish, using fevicol SR 998 or other approved adhesive, close jointed to be welded and finished to proper bends, slope as directed etc. complete generally as per manufacturer's specifications including 50 mm wide copper strip as required etc. All complete as per drawing, specifications and as directed by the Engineer-in-charge.
310
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Providing and fixing in position (8 ± 1) mm thick first class double charge vitrified porcelain tiles conforming to IS:15622 of preffered make of size 600mmx 600mm 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 3 mm 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.
260
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Providing & Fixing at all heights, of prefered 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, providing extra fram work around openings for duct, supply/return air grill, electrical fittings, smoke detectors, fire alarm systems, voided arrangement for inspections etc. all complete as per drawings, specifications and as directed by Engineer-in-charge.
140
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Providing and fixing 8 mm thk prelaminated wooden flooring (AC-3) of preferred make, including providing & fixing underlayer of supreme profile 2 mm polyurethene sheet on levelled finished floor required pattern, levelled & finished, including providing & fixing Teak wood reducer/beading at side edges near door and juctions of floor & wall including cost of all materials and labour involed for complete work etc. complete as per drawings ,specification , and as directed by Engineer -in-charge. ( NOTE : The finished surface shall be levelled with a margin of +/- 5mm.)
80
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Providing & fixing in rue horizontal level 600x600x15mm false ceiling system of preferred make of minimum RH-90 using hot dipped galvanised sections exposed surfaces with precoated capping main tee of size 24x32x0.27mm at every 1200mm c/c maximum and rotary stiched cross tee of size 24x27x0.27mm at every 600mm c/c and sub cross tee of size 24x27x0.27mm at every 1200mm c/c and wall angle of size 19x19x0.35mm fixed to the periphery of the wall. The above grid is suspended at every 1200mm c/c in both directions using 12 guage pre straightened GI wire and 6x50mm anchor fasteners, providing and laying tegular adged 600x600x15mm ceiling tiles, fixing with necessaryscrews/bolts, drilling holes in ceiling, floor or walls, fixing with anchor fasteners wherever required, butterfly clips, hold down clips, hanger rods, applying jointing compound, sand papering, cutting panels to required size, providing extra frame work around openings etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.
80
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Providing wood work with C.P. Teak wood in Frames for doors, windows, ventilators, clear storey windows, false ceilings, wall paneling and partitions etc. wrought, framed and fixed in position, including applying one coat of approved wood primer to the exposed surfaces and two coats of bituminous paint to the surfaces of frames in contact with masonry/concrete etc. including making provision & finishing of openings for light fixtures, smoke detectors and cameras etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.
-
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In frames of False ceilings, wall paneling and partitions etc. Using 2nd class Teak wood
0.5
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Providing wood work with 1st Class CP Teak wood architrave moulding/board of approved shape of size 150-200 mm width, 16-18 mm finished thickness, teak wood battens ( sectional joints will not be permitted ) for skirting, window jambs including fixing the same using rawl plugs & 50mm long screws on existing surface, finishing the portion of screws with putty, plaining the surface, rounding the exposed edges, as required cost of all materials & labours involved for complete work and the like, working at all heights, hoisted and fixed in position including applying one coat of approved wood primer to the exposed surfaces and two coats of bituminous paint to the surfaces of wood work in contact with masonry/concrete etc. complete as per drawing, specifications and as directed by Engineer-in-Charge.
1
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Providing & fixing in position 3 Ply 24 GSM fibre glass tissue paper using approved adhesive at all levels on wall/Rock wool slab including the cost of approved adhesive, ensuring that no entrapped air exists, including the cost of all materials and labours involved for complete work, scaffolding etc. complete but excluding the cost of Rockwool slab, as per drawing, specifications and as directed by Engineer-in-Charge.
110
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Providing & fixing in position 50mm thick Rockwool slab of prefered make having density not less than 48Kg/cum of approved size at all heights including protecting the slab including cutting the slab to required size, cost of all materials & labours involved for complete work, scaffolding including making provision & finishing of opening for light fixtures, smoke detectors and cameras etc. all complete as per drawing, specifications and as directed by Engineer-in-Charge.
110
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Providing & fixing at all levels using Pine/Steem Beach well seasoned wood wall paneling 45 mm x 10 mm thick minimum finished size without joint fixed on clisting wood surfaces using sunken screws at 500mm c/c complete including squaring the edges to ensure 8mm clear gap between adjacent panels, finishing with putty the portion of screws, planning the surfaces, cost of all materials & labours involved for complete work, scaffolding etc. All complete as per drawing, specifications and as directed by Engineer-in-Charge.
110
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Providing & fixing in true horizontal/vertical/inclined M/F suspended false ceiling/wall cladding (FR as per manufacturers specification) system of preferred make using prefered make perimeter 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 at 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 12.5mm thick preferred make perforated sheet (600 mm x 600 mm) tile fixed to ceiling section with screws at 230mm centres. Square and tapered edges of the tiles to be jointed and finished flush look including filling and finishing with jointing compound, paper tape and two coats of acrylic emulsion paint over a coat of primer etc. all complete as per drawing, specifications and as directed by Engineer-in-charge.
50
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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. All complete as per specifications and as directed by Engineer-in-Charge.
-
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On plastered surface:Using ACRYLIC EMULSION paint
200
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On steel surfaces Using FLAT OIL /SYNTHETIC ENAMEL
50
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Providing & fixing first class C.P. teak wood moulded beading (architrave) of size 40 x 10 mm around door and window frames and at required places with necessary screws and painting with a coat of approved primer etc. All complete as per drawing, specifications and as directed by Engineer-in-Charge.
60
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Applying 3 coats of FRENCH POLISH of approved make and tint to obtain finish as required over a coat of wood filler including sand papering, cleaning, filling up holes, cracks and crevices with putty etc. complete to give an even shade etc. with tools & tackles, safety appliances complete. All complete as per drawing, specifications and as directed by Engineer-in-Charge.
130
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Providing, fabricating, supplying and erecting in position both side laminated flush door shutters of following thicknesses (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminate of preferred make of 1 mm thickness on both faces including providing and fixing aluminum, CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and preferred make door closure with screws etc. All complete as per specifications and as directed by Engineer-in-Charge.
-
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35mm thick (excluding the thickness of lamination)
6.5
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Providing and laying/fixing in position 15mm to 18mm thick machine polished /itching whereever required 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 etc. All complete as per specifications and as directed by Engineer-in-Charge.
-
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Black, Cherry/Ruby red shade
60
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in C.M. 1:4 at all levels, including curing, raking out joints etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. All complete as per specifications and as directed by Engineer-in-Charge.
3
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Important Note
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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.
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2. The payment of wages to labourers should be made through bank.
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3. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work.
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