Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date24 Sep 2021
Closing Date20 Oct 2021
Tender Amount₹ 1,74,00,000
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RRCAT_649620_1Bid Award Id
ViewTender No
RRCAT/C/Rev/3039/W-4105Tender 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 upto a depth specified below including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre. complete all as per drawing, specifications and as directed by Engineer-in-charge.
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0.00 metre to 1.50 metre below average G.L
30
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1.50 to 3.00 m below average G.L
30
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
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For soil
90
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Note: The rate is applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils
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Cement concrete 1:4:8 using graded stone aggregate 40 mm maximum size including machine mixing, consolidating, finishing, curing etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
9
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Providing centering and shuttering at all heights using steel plates including strutting and propping etc. and removal of the same for in situ reinforced concrete and in plain mass concrete work as per drawings, specifications and as directed by Engineer-in-charge.
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
90
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Columns, pillars, posts, struts, mullions pedastals, etc.
130
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REINFORCED CEMENT CONRETE of M-25 grade 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. (The Minimum Cement content shall not be less then 387 Kg/cum of concrete.) complete specifications but excluding shuttering, formwork and steel reinforcement. complete all as per drawing, specifications and as directed by Engineer-in-charge.
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In foundations, footings, plinth beams, base of columns, flooring.
35
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Columns, pillars, posts, struts, mullions pedastals, etc.
30
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of SAIL / RINL/TATA make 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.
6.5
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Note (1):Reinforcement steel of Grade Fe 500 D conforming to IS 1786 TMT BARS shall be supplied from M/s. SAIL or M/s. TATA STEEL or M/s. Rashtriya Ispat Nigam Ltd., from their own plants rolled from virgin material and not from their rerollers or conversion agents.
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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 specimen shall be collected for every 25 MT of bars brought at site. The representative of department shall associate with the engineer of contractor at each stage right from sampling to testing. All charges, transport, taxes etc shall be borne by the contractor.
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(3): The contractor shall be solely responsible; all the time for watch & ward of bars/binding wires etc at their cost.
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(4): 1.6 mm 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 conditions, 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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Structural steel work at all levels including supplying, cutting, fabricating, welding, erecting and fixing in position with anchore fastner/ anchore bolt, including painting with a primary coat of approved steel primer. complete all as per drawing, specifications and as directed by Engineer-in-charge.
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Structural steel channels and ISMB upto and inclusive of 300mm, joists upto and inclusive of 350mm, angles, flats and tees,Hollow section etc. Including two coats of Synthetic enamal paint over one coat of primer.
40
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Structural steel work at all levels in M. S. Plain and Chequered plates, including supplying, cutting, fabricating, welding, erecting and fixing in position with anchore fastner/ anchore bolt, including painting with a primary coat of approved steel primer.
0.5
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Note: (For item no. 8 & 9)
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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 these 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 M/s. Advani Oerlikon, ESAB India, Oxygen and D&H SECHERON only shall be used.
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Dismantling the Manglore tile/mosaic tile/white glazed tile/kotah stone etc. in flooring/dado/skirting etc. including, dismantling of bedding mortar, stacking of materials within 50m lead and disposing of debris within 50m lead complete as per drawing, specifications and as directed by the Engineer-in-Charge.
2850
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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.
650
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Waterproof cement plaster 20 mm thick in two coats, in cement mortar 1:3, with waterproofing compound of make Pidilite, Fosrock, Cicco @ 2% by weight of cement including cost of all materials,labour,taxes, double scaffolding, curing, hacking of concrete surfaces etc.complete as per drawing, specifications and as directed by Engineer-in-charge.
3500
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Lead charges for debris by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete.
300
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Providing and fixing 0.50 mm TCT color coated galvalume sheet AZ 150 ( 150 gm. Per sqm.) (Color Star Profile) sheets of make JSW/Bhushan/CRIL (Color Roof India Ltd.)/Multicolor, in roof of desired profile like matching to Manglore tile profile, facia including all overlaps metring,including profile ridge, supplying and fixing sheet using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal or with polymer coated 'J' hooks, bolts & nuts 8 mm dia. with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete including the cost of scaffolding, work at all heights etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
3500
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Providing and fixing in position 0.50 mm thick precoated galvanised iron profile sheets in roofing/cladding (size, shape & pitch of corrugation as 5 % total coated thickness (TCT), Zinc coating 80-100 gsm as per IS 277, 0.05 mm, 240 mpa mm steel grade 5-7 microns epoxy primer on both sides of the sheet and RMP top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal or with polymer coated J or L hooks, bolts & nuts 8 mm dia. with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/vertical or curved surfaces excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required, etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
450
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Design, supply and installing, Monsoon protected flame retardent with Fe 250 Grade steel frame tensile structure using high quality PVC coated membrane (Serge Ferrari Pre constraint 1002 S2) with non weldable PVDF coating on top & weldable PVDF at bottom, with specified Warp and Weft strength & Tear resistance fabric. Steel pipes to be used for framing shall be 200, 150, 100, and 80 mm diameter of higher thickness as approved by Engineer in Charge including 2 coats of PU paint with approved colour on one coat of primer, using boundary cables – steel wire rope should be used for proper shape and stiffning including rain water draingae arrangement and all fittings ,accessories and all civil works for fixing the pipes and repairing the area etc. including providing and fixing of High Strength Foundation bolts as design complete as per drawing specification ans as directed by the Engineer-in-Charge.
450
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Please refer detailed specifications and Test requirements as enclosed with tender document.
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Note:-1.1. Rate to include the cost of material, labour, tools, plants, transportation, wastage etc. to cornplete the work in all respect as per drawing and as directed by the Engineer-in- Charge.
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2. The bidders are strongly encouraged to visit site at RRCAT to understand building design and their layout and associated technical requirements during the pre-bid meeting
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3. Any civil related work or modification needed to be carried out by the bidder at their own cost.
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4. The tenderer have to furnish a three years onsite comprehensive warranty of the fabric used.
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5. The successful bidder, on issue of order, must submit the complete design calculation of tensile structure including design of column footing, layout drawings for approval from RRCAT; preferably within 7 days of placement of order. The bidder will be required to make a presentation of their layout design at RRCAT premises within 3 days of submission of the design file. The Engineer-in-Charge's suggestions will be discussed during this presentation. Modified layout and installation schedule will be submitted by the bidder for the approval of RRCAT within 3 days before starting the work.
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6. Mode of Measurements- Plan area cover by fabric in haozontal plan on ground shall be measured for payment.
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7. The RCC foundation & pedestal for tensile structure shall be paid in relevent item.
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Supplying and laying 6mm thick multi wall Polycarbonate colors roofing sheet with top and bottom aluminum profile section of 50x50x2mm thick of approved make, fixed with EPDM Rubber with self tapping screws of required length anti leakage washers with all labour, fixing 25 x 25 x 3 mm aluminium edge angle, materials, carting, wastage etc. complete.
105
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Dismantling FRP / Polycarbonate sheet/ Asbestos sheet roofing along with ridges, hype, valleys and gutters including scaffolding and stacking the materials within 50 metres lead etc. All complete as per drawings, specifications and as directed by Engineer-in-charge.
195
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Painting plastered surfaces with two coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. Complete
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Two finishing coats over a coat of primer
7000
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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 etc. complete.
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Two finishing coats over a coat of primer
3500
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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 , scaffolding and cleaning etc. complete.
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Using Synthetic oil bound distemper
4000
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Using Acrylic Emulsion paint (On plastered surface)
10000
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Using synthetic enamel paint (On wood/steel surfaces)
3500
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Using Flat oil paint (On plastered surface)
1000
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Painting Steel/Wood work at all levels with two coats of SYNTHETIC ENAMEL paint of approved shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding, cleaning etc. complete as per drawing, specifications and as directed by the Engineer-in-Charge.
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On wooden surfaces
450
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Note- For wooden shutter, waterproof trowelling compound shall only be applied in place of ordinary putty and wet cutting shall be done to get smooth surfaces.
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Painting the old exterior walls and roof with two coats of Snowcryl XT acrylic emulsion/APEX Ultima 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.
10000
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Note: No multiplying factor is applicable for measurement of painting of sand faced or rough cast plasrered surfaces.
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Scraping the walls and concrete surfaces to remove the existing wite wash, distemper etc., at all height including necessary scaffolding inclusive of the cost of sand papers, steel scrapers etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
10500
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Applying one coat of approved make primer over old painted surfaces including preparing the surfaces, removal of old paint, sand papering, filling hair cracks with putty & other cracks with 'Roofe' repair mortar, wherever required to have proper & levelled surface to receive finishing coat scaffolding,cost of all materials,labour etc.all complete as per drawing, specifications and as directed by Engineer-in-charge.
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Cement primer over plastered surfaces
1000
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Steel primer over steel surfaces
500
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Structural steel work at all levels including supplying, cutting, fabricating, welding (MIG), Structural steel sections for making furniture like cot/bed etc. using angles, flats, tees, tubular, rectengular, square & circular hollow sections including powder coating etc. complete as per specifications, drawings & as directed by Engineer-in-Charge. The powder coating shall be of good quality anti rust treatment to ensure good adhesion and life of the coating.
4.4
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Note: 1. All Structural pipe will confirm 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 by M/s Advani Oerlikon, ESAB India, Oxygen and D&H SECHERON only shall be used. Welding shall be SMA welding.
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6)The powder coating shall be of good quality anti rust treatment to ensure good adhesion and life of the coating.
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Providing and fixing best quality 12 mm thick ply wood of make Ancor, Kitply, Greenply, National in fixing to the existing wooden or MS frame work with nails/screws, fevicol, cutting in proper line and level including applying one coat of approved wood primer to the exposed surfaces etc.complete as per drawing, specifications and as directed by the Engineer-in-Charge.
222.3
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Providing and fixing roof sheeting in two layers at all heights, 0.5 mm thick TCT colour coated fully screwless Galvalume sheets joined to be double lock standing seam with 52 mm depth & 350-550 mm pitch or equivalent size of make 'Lloyd/Multicolor/JSW/ Bhushan or other approved make in top & 0.50 thick color coated multi ribbed linear panels at bottom of roof including all overlaps, mitring and expandable S.S. clips with HAT section @ 1.20 M c/c or spacing of existing purlin to join the sheets to purlin as per manufacturers code of practice. Base material for both the sheet shall be Galvalume panels and have a minimum yield strength of 340 Mpa and shall conform to the physical specifications of ASTM A 446(Grade D)/ ASTM A 755(Grade 50) / A653 (Grade 50)with Galvalume coating conforming to ASTM A 792- AZ 150 ( 150 gm. Per sqm.). bottom, ridge, S.S. end flashing, E.T.P. closures matching with profile panels and cutting the sheets as required including jointing screwless sheet using electric portable seamer at site and liner panels using self drilling & self taping fastneres, sealers, cost of scaffolding work at all heights including providing and fixing 50 mm thick rock wool slab insulation (48 kg/cum density) with factory made laminated aluminum facing FSK vapour barrier (Aluminum foil) on one side on top of linear panels etc. complete as per specification, drawing & as directed by Engineer-in-Charge. Note- The sheeting shall be fixed to existing purlins with necessary arrangement. All complete as per drawings, specifications and as directed by Engineer-in-charge.
60
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