Institute For Plasma Research Tender
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Costs
EMD
₹ 22,521Document Cost
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Refer Documents
Description
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Contact
Tender Id
2024_IPR_837352_1Tender No
IPR/TN/CIVIL/14/2024Tender Authority
Institute For Plasma Research ViewPurchaser Address
-Website
http://http://www.ipr.res.in/
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Documents
BOQ Items
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Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour In TWO coat or More coat.
Note:- Rates includes scaffolding, crack opening and filling with approved filler material (filling cracks - SBR polymer with cement as per manufacturers specification). Measurements will be done as per relevant IS Code. Complete all as directed by EIC.
350
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Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.
New /old work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm, including scrapping, sand papering and preparing the surface, complete in all respect as per the direction of Engineer-in-Charge. Note:- Rates includes scaffolding, surface preparation, removing of old paint / lime washing as required, appying wire brush on existing surface, washing, crack opening and filling with approved filler material (filling cracks - SBR polymer with cement as per manufacturers specification). The paint coefficient will be 1.00 irrespective of applying on plain / sand face plaster / brick surface. No extra measurement will be paid for painting on rough or sand face plaster or brick surface with groove. Complete all as directed by EIC
100
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Providing and Applying two coats of Synthetic enamel paint on old doors and windows, MS members using 1st quality paint from approved manufacturer of approved colour and shade to give an even shade including scaffolding, removing of old existing paint that is soft, blistered, loose or flanking & cleaning old surface, preparing the surface to receive paint including filling cracks and creaves with Putty or other approved filler materials, applying oil primer coats / anti corrosive zinc based yellow primer to steel work. cost also includes thinner, filler, putty, primer and other materials, necessary labours etc. complete as directed by Engineer in charge at all heights, in all floors.
Note:- Measurements of doors and windows will be taken as per relevant IS code. Surface area of all MS Members will be taken for measurement (1) Synthitic enamel Paint of approved brand (2) Zinc based yellow Primer (3) Putty suitable to Mild steel members of approved brand (4) Putty on wood work - oil base putty
155
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
60
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Supplying chemical emulsion in sealed containers including delivery as specified - Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
12
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Providing and fixing sunfilm matching with existing sunfilm-Garware G-20 SRC or 3M or ALKOR. Rates includes fixing by authorized agency with scaffolding at all height and taking out of old damage film (if required). Measurement will be take of actual work done. Payment of wastage will not be given.
10
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,
paneling and dash fasteners to be paid for separately) :
NOTE: All fitting works shall be carried out as per I.S specifications including necessary rivets, screws, lugs, scaffolding, etc., complete all generally as per drawings. The sizes of the components should confirm as per details in drawings. The cost also included for sliding arrrangements including locking arrangements of sliding window.
For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
65
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Providing and fixing of frame work (Styles and rails) for Doors shuters / window shutters with required sections including providing all items and hinged / pivoted arrangements for operation of shutters and cost for fixing of sliding arrangements etc., complete. (Aluminium beadings and glazing clips measured under this item only). For the detail specifican, you will cansider the spefication of item number 10.
25
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Providing and fixing hinges of Stainless steel of size 100mm*58mm*1.9mm including bolt, SS screw and other necessary connections and as directed by EIC.
8
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
4
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Supplying and fixing Chromium plated Brass lock 6 levers 100mm of approved quality aluminum door lock with two keys, suitable either to single or double leaf shutters including removing of existing old door lock from existing door frames, making necessary recess in existing aluminum frame and fixing the new door lock with CP. Brass steel screws, etc.; complete as directed by Engineer-in-charge.
3
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm
2
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Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
2
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Providing and fixing Glass panes of selected glazing quality and thickness as specified below including providing and fixing EPDM rubber / neoprene gasket of approved quality and fixing with Aluminium glazing clips / Aluminium beadings (Supply cost of Aluminium clips / Aluminium beadings are measured in seperate items mentioned above for DOORS / WINDOWS / PARTITIONS etc., Using 5mm thick plain glass (weight not less than 12.50 kg/sqm)
8
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Providing and fixing compact sheet of 5 mm thickness and approved shade of Make “Sundek, bloom, Bakelite, century or equivalent” inside wooden/Aluminimum partition / door etc; complete all as per approved drawing, colour, design & direction by Engineer-in-charge. The finished size of the panel shall be measured and paid. The cut edges of the compact sheet shall be provided with masking tape.
12
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Removing / Dismantling Existing PVC flooring including removing of binding material in floors laid with gum/ fevicol/ any other binding material including cleainig of the surface to receive new flooring, disposing of the debris outside campus, stacking of useful material within 150 Rmt lead etc. complete as directed by engineer in charge.
24
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Providing and laying Unbacked flexible P.V.C flooring/ skirting with P.V.C sheets as specified below of approved make and shade including preparing the surface, cleaning as required and applying adhesive - as recommended by the P.V.C manufacturers, laying, aligning, cutting in required size and pattern, trimming of tiles, removing the adhesive stains on the surface including cleaning the surface with soap solution (2 table spoons of soap powder for 5 ltrs of water) using a cloth or mop or and wiping the dried surface with soft dry cloth etc. complete all as per specifications. In PVC flooring/ skirting/ dadoing: With 2mm thick Unbacked flexible fully homogeneous PVC sheets in rolls of approved make and quality make conforming to IS: 3462-1986.
55
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15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) Note: The rate is including scaffolding, curing etc. The Plater should be of single coat Mala finished including preparing jambs for door.
20
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Providing and filling silicon sealant at the joint of aluminum and plaster of size 5 mm x 5 mm in triangle shape to make the surface water leakage proof at periphery of window from inside and outside both etc., as directed by EIC. NOTE: Including scaffolding, curing etc.
20
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.5
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Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
10
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P/F 50 MM PUF insulated Panel with flat Ribbed sheet at top and bottom side 0.45 mm TCT color Coated GI Sheet with PUF as Insulation Sandwich Panel in between including closing of all the ends of PUF using appropriate GI sheet of required size and shape, the panel should be manufactured by pressure injection of CFC free Polyurethane foam at 38 + 2 Kg/m3 density, in between the outer and inner steel sheet surfaces and should be supplied in single length up to 6.00 meter or as desired by Engineer in charge. The sheet shall be fixed using self-drilling/self-tapping screws of size (5.5 x required length) with EPDM seal, silicon sealant at joints complete up to any pitch in horizontal/vertical or curved surfaces excluding the cost of purlins, rafters and trussed and including cutting to size and shape wherever required including all materials labour, scaffolding, wastage, tools, tackles, equipment, transportation all complete as directed by engineer-in-charge. All overlaps shall be sealed with silicon sealants. Roof should be water tight. The PPGI Sheets shall be of minimum 240 MPA Steel grade & shall have a Zinc Coating of minimum 120 GSM as per IS 277/1992, 5-7 Microns of epoxy primer on both sides of the Sheet & Polyester top Coat of 18-20 microns on one side/outer side. The PPGI Sheets/PUF Panels shall have a protective guard film of minimum 20-25 microns to avoid scratches to finished panel during transportation.
165
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Providing and fixing of full threaded Anchor fastner rod- M10 x 115 (Material-Carbon steel of grade C 4.8 or above and Zinc plated ) with Epoxy resin anchor grout chemical (for RCC-High loading capacity, Non corrosive for rebar element, Approved by European technical assessment, Fire resistance) and for Brick Masonary- (Fire resistance and high corrosion resistance) - HIT-RE-500 Epoxy chemical or equivalent including drilling in R.C.C. etc., for all height and levels etc., The installation and the setting instructions of anchor fastner and chemical should be strictly followed as per the manufacturer’s recommendations. Complete all as instructed and directed by Engineer-in-charge. The Payment shall be made on the actual quantity of bolts fixed at the site.
24
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Providing, fabricating, assembling, hosting / erecting and fixing in position at all heights / all levels / all floors / all shapes and sizes with all leads and lifts structural steel works made from tubular sections as per IS 1161(round hollow sections) or box sections (square, rectangular hollow sections as per IS 4923), as per detailed drawing and design including cutting, wastage, welding, bending (shop at site), hoisting, drilling, fixing in position, bolting wherever necessary, in position welding of required lengths, griding, finishing edges, filling the welded spots with paint, grouting in the RCC members including priming all the sections with one coat of zinc based yellow primer including preparing the surface, Scaffolding, Required size of anchor etc., complete at any heights/levels all as per instructions, specifications and as directed by Engineer – in – Charge (only standard measurements will be paid) Note:
The fabrication work shall be confirm IS standard
The quoted rates should be inclusive of the all materials, labours, one coat of primer, welding rods for all structural sections, bolts, washers, Scaffolding (Wherever necessary) as per suit and site conditions with taken care of safety measures, Payment shall be made only for actual material fixed at site as per standard measurement (weights) only. Rolling margin and wastage shall not be paid.
400
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Structural steel work for base plates, gussets plates, stiffeners, connecting plates etc including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
30
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2
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centering and shuttering including strutting, propping etc. and removal of form work for: foundations, footings, bases for columns
3.5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
50
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Dismantling corrugated cement asbestos roof sheet or other hard board ceiling including grid work, hangers etc or partition walls including disposing of the debris outside campus, stacking of serviceable materials and disposal of unserviceable materials within 250 metres lead.
230
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Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
3
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Dismantling of Vata of size 200x200 mm in CC 1:2:4 or any with plaster including disposal of materials outside campus, cleaning of the surface to receive new vata with all lead and lift on terrace.
32
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Providing and laying PCC 1:1.5:3 using 10mm nominal size stone aggregate (1 cement : 1.5 fine sand : 3 stone aggregate) in "GOLA" of 200 mm deep and 200 mm height into the masonry parapet and 200 mm projection from internal face of parapet of varying thickness of concrete from 200 mm at wall to 25mm thick at end and compacted and finishing with 6mm thick CM 1:3, using integral water proofing chemical (Dr. Fixit LW+) and bonding chemical (concrete super bond) curing, making the vata leak-proof, removing of plaster for proper bonding etc. all complete as per directed by engineer-in-charge
32
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Providing & fxing UV stabilised fiberglass reinforced plastic sheet roofng up to any pitch, including fxing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specifed.
For 3 mm thick
17
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Providing and fixing GI hexagonal chicken wire mesh in size of 12mm x 26 gauge at the junction of disimilar surfaces of brick masonry wall and R C C column by beams and the like including necessary nails for fixing etc, complete all as per specification and direction of Engineer -in -charge for all floor at all heights.
18
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Dismantling the old plaster or skirting, raking out joints, and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50mtr lead. Note:- Rates includes scaffolding ,staging & surface preparation. Measurement will be taken in actual area to work to be done, no additional labour rate will be made. Work to be complete in all respect as directed by EIC.
15
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
18
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
8
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Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete.
2.5
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns).The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, filling of existing crack (if any) with cement and SBR polymer paste, omplete in all respect as per the direction of Engineer-in-Charge.
15
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Note - 1. Item to be applicable in urban areas having directions for restricted hours for movement / plying of load carrying motor vehicle of 3.5 cum or more.
2. Voids @20% for solids shall be dedcuted from fully loaded truck measurement to arrive at the net quantity for payment in case of direct measurement is not possible.
3. The cost is inclusive of necessary permisiion from statutory authorities for dumping the debris/excess earth outside department premises.
10
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Providing and constructing BRICK MASONRY in cement mortar as per mixes stipulated below using approved well burnt bricks of "CLASS DESIGNATION" (Classification as per I.S.1077-1986) as specified below, including raking out joints 10mm deep wherever required, curing, etc; complete at all lead and lifts all as per specifications (The mix ratio specified is for cement : coarse sand) USING BRICKS OF CLASS DESIGNATION "3.5"(Minimum Average Compressive strength not less than 3.5 N/sqmm) In foundation and plinth in cement mortar 1:6. Price includes fixing of chair bracket/rag bolt into masonary Complete all as directed by EIC.
4
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Providing & Applying polymer modified, flexible cementitious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementitious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementitious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.
20
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Providing and laying of "Gala bid" below PUF insulated roofing sheet using cement mortar 1:3 and brick bats as filler material, plastering on both the side of supporting wall, leveling of the old corrugation by dismantling if required, scaffolding, curing etc complete as directed by engineer-in-Charge,
58
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