Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date3 Feb 2024
Closing Date1 Mar 2024
Tender Amount₹ 4,84,00,000
Costs
EMD
₹ 9,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_NFC_793500_1Bid Award Id
ViewTender No
C/1332/2024Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Beyond 60 cm girth upto and including 120 cm girth
4
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Above 120 cm girth
8
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Earth work excavation in foundations for buildings, machinery,equipment etc. in all soils other than soft and hard rock upto the depths specified below including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete. Note: Excavation may be carried out by Mechanical Means or Manual Means and as directed by Engineer In Charge.
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Upto 1.50 m depth from average ground level.
200
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Above 1.50 m to 3.00 m depth from average ground level.
100
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Excavation in TRENCHES for pipes, sewers, storm water drains etc in all soils except soft and hard rock from average ground level including dressing bottom to required level, profile/slope, back filling in trenches with selected excavated materials in layers not exceeding 250 mm, consolidating, leveling, clearing of all the areas involving excavation of all grass,rank vegetation, shrubs,bushes,cutting of trees upto 300mm grith measured at 1.0 mtr above ground level disposing the spoil within a distance of 50m for internal and external Rcc drain pipes,storm water drains, electrical cables trenches etc.,
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Upto 1.50 m depth from average ground level
60
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Above 1.50 m to 3.00 m depth from average ground level.
20
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Lead charges for the 1st1KM/2KM/3KM or part thereof for additional lead over the initial lead of 50 m by mechanical transport, including loading, unloading, stacking, the disposable soil, rock etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively
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a) For soil for 1KM lead.
400
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b) For rock/debris for 1KM lead
300
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c) For Soil for lead above 1 KM upto 3 KM
400
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d) For rock/debris lead above 1 KM upto 3KM
200
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CONCRETE (PLAIN AND REINFORCED) :
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Plain Cement Concrete 1:3:6 using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed by EIC. Note: 1.The blended cement i.e., PPC shall not have more than 35% of pozzolanas.
50
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Plain Cement Concrete of Grade M15 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/ manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork.NOTE:- The blended cement i.e., PPC shall not have more than 35% of pozzolanas.
60
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Plain Cement Concrete of Grade M20 / 1: 1.5:3 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level using Portland Pozzolana Cement conforming to IS:1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed blocks staircases and walls etc.,
50
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Reinforced Cement Concrete design mix of Grade M25 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level below and above plinth using Portland Pozzolana Cement conforming to IS:1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed.
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In foundation, footings, plinth beam, beam, slab, chajjas, lintels, bed bloks, staircases, walls etc.,
80
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Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Ultra Tech, Birla Ready Mix of Grade M - 30 (Minimum Cementitious Content not less than 350 Kg/Cum) up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 35% of pozzolanas.
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Below FFL including grade slab
60
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Above FFL
80
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Making floor repairs by providing and laying a wearing course of 50 mm thick cement screed 1:1:2 (1 cement : 1 crushed stone sand : 2 stone aggregate 8 to 10mm down graded nominal size) at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications and including screeding the surface of the concrete to the required slope and grade,Pumping / Lifting of concrete to the required heights, Concrete laid to proper levels, profiles, placing concrete, levelling,dressing,compacting and finishing the top smooth,curing, etc.,complete as specified and directed by EIC.
200
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CONCRETE WORKS(Pre Cast Slabs) :
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Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-20 insitu mixing BY WEIGH BATCHER using ordinary Portland Cement conforming to IS 8112 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches with and without holes including formwork but excluding reinforcement.
40
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REINFORCEMENT & STRUCTURAL STEEL
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Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag,Sail, JSW make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and directed.
20
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Supply, Fabrication and Erection of Structural Steel work using Rolled Steel Joists, Beams, Channels, Plates, etc., at all levels above and below plinth level including supplying of steel sections and plates conforming to BIS 2062 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make, loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts and nuts from approved source, erecting using derricks/pulleys/cranes or any suitable means, fixing in position and painting with one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge.
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Using rolled steel sections like Beams,Channels,Angles
25
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Using M. S. Plates / Chequered Plates/Flats.
15
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Steel work in built up tubular (Hot finished seamless type) hollow sections(round, square,rectangular hollow tubes etc.) conforming to IS code 4923 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make, loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts,washers and nuts from approved source, erecting using derricks/pulleys/cranes or any suitable means, fixing in position and painting with one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge.
15
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Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds of make M/s Tata, Vizag Steel, Jindal or approved equivalent conforming to IS 432 and suitable nuts including threading, placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels complete and as directed by EIC.
2
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories(fittings,mountings,end caps,brackets) & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab/on suitable surface with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
300
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Supply, fabrication, erection and fixing of MS gates made out of angles, square bars, pipes, MS sheets etc. including fixing / embedding the hold fasts in supports, including locking arrangement, and painting two coats of synthetic enemel paint over a coat of primer as per design and approval by Engineer-in-Charge.
2000
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Providing and fixing side hung MS tubular gates single/ double leaves of required size along with or without wicket gate , comprising 38mm nb medium quality steel tube frame with 65x10mm thick MS flat for horizontal, vertical and diagonal stiffeners, including welding flat to frame work, supplying and fixing/welding 50mm square hard drawn steel wire fabric of Sl no.2 (50x50x3mm) conforming to IS 1566 of standard make or its approved equivalent with 20mmx3mm thick MS flat welded to frame and providing necessary heavy duty ball bearing side hung hinges, lugs, latches, locking arrangements, pipe inserts and other fittings and fixtures necessary for smooth operation of gates, etc., complete as specified and directed by Engineer In charge. Note: Structural Posts/Struts will be paid in relevent items.
50
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GI pipe hand rail made out of 32 mm /25 mm nominal bore GI pipes (Jindal, Tata or equivalent) of medium quality conforming to IS 1239, 32 mm n.b. as top fabricated horizontal and vertical members and 25 mm nominal bore as middle and /bottom horizontal members at and at all heights above plinth level, cut to size and shape including necessary bends, tees or with welding as required and fixed in position by grouting or by welding to insert plates provided etc., complete, painting with a coat of approved primer comparable to receive two coats of enamel paint, etc., complete as specified and directed.
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a).32NB Pipe of Medium quality
250
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a).25NB Pipe of Medium quality
250
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Providing and fixing in position Anchor Shells/Expansion shells of approved make (Fischer/Hilti )or equivalent of best quality of 16mm dia for anchoring supporting structural steel columns with necessary MS bolts of required size/length including drilling holes in RCC flooring, aligning bolts to position, proper level, Bolts,Washers Labour, etc., complete as specified and as directed.
100
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FORM WORK :
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Providing centering and shuttering using 12mm thick marine plyboard at all depths and heights below and above plinth level, vertical, horizontal, inclined,circular including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work, pockets for machine/equipmet foundations as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete etc., complete as directed.
Note :- Plywood shall not be used for more than eight repitions.
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a) Below and Upto Finish Floor Level works
400
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b) Above Finish Floor Level works
450
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BRICK MASONRY :
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Brick work using quality flyash (non modular) bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) at and at all depths below plinth level in foundation and in plinth, storm water drains, etc., simultaneous pointing with same mortar below ground level, and ranking out joints above ground level, curing etc., complete as per specifications and as directed for sub structure etc.,
80
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Brick work using quality flyash bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116 ) at all depths and heights below and above plinth level including pilasters, steel / tubular scaffolding, raking out joints, curing etc., complete as per specifications and as directed by EIC. For super structures(from plinth level to fifth floor level)
100
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Half brick masonry using non modular fly ash bricks of class designation 10, conforming to IS :12894 in partition walls in cement mortar 1:4 (1 cement :4 using crushed stone sand of grade conforming to BIS 2116) all depths and heights below and above plinth level including scaffolding, raking out joints, curing, etc., complete including providing stiffeners of reinforced cement concrete 1:2:4, 115 mm x 75 mm size at every 900 mm height, necessary formwork, curing, etc., complete as per specifications and as directed but excluding reinforcement. Note:- Reinforcement will be paid under relevant item.
100
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STONE MASONRY:
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Random rubble stone masonry using approved local stones in drains,foundations/pedestals and plinth at and at all depths below finished floor level in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc., using crushed stone sand of grade conforming to BIS 2116, complete as specified and directed by EIC.
65
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FINISHING WORKS:
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Cement plastering 6 mm thick for ceiling with cement mortar 1:3 (1 cement :3 river sand) finished smooth finish with including hacking of concrete surfaces, preparation of surface, steel/tubular scaffolding, curing, etc., complete as specified and as directed by EIC.
100
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Cement plastering 15 mm thick for internal walls in cement mortar 1:4 (1 cement :4 river sand) , and at all heights above plinth level over brick walls or concrete surfaces including making necessary grooves in between junctions of brick masonry and RCC and also other places wherever required over brick walls or concrete surface, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed.
400
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Sand faced plaster 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level upto a height of five floor level with base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 4 River Sand} 12mm thick and finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand} 8mm thick final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, etc., as required, double steel/tubular scaffolding wherever necessary, curing, etc., complete as specified and directed.
300
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Cement plastering for brick masonry Drains, Chambers, Machine Bunds,walls etc., 15mm thick with Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 4 River Sand} and finishing with neat cement punning including rendering with addition of integrated waterproofing compound of make M/s. Fosroc / Demech / Huntsman / Pidilite /SIKA Qualcrete / MBT / Sunanda Chemicals at 2% by weight of cement or as per manufacturer's Specification, cleaning, curing, scaffolding if necessary, etc., complete as specified and directed.
400
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PAINTING WORKS:
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Painting with Acrylic emulsion paint of Asian/Berger/Nerolac makes of first quality and required shade over walls, ceilings etc., including scaffolding, cleaning the existing surfaces by sand papering, preparation of surfaces, filling in crevices and cracks etc., with approved filler etc., complete all as specified and directed.
-
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In 2(Two) coats over the previously painted surfaces.
1000
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In 3(Three) coats including a coat of cement primer of approved makes specified above
1500
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Painting of exterior surfaces/walls with antifungal, acrylic painting having 100% acrylic (APEX - of Asian Paints or approved equivalent quality paints from Dulux / Berger / Nerolac make) and of required shade over a coat of stabilizing solution or prime coat including scaffolding, cleaning thoroughly all algal growth with wire brush, sand paper, etc., removing the loose particles and dust, surfaces, filling in crevices and cracks with approved filler, making good all patches, cracks, holes, etc., with approved exterior fillers, curing etc., all as per manufacturers specification & as directed upto a height of 15.00 m.
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In 2(Two) coats over the previously painted surfaces.
2500
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In 3(Three) coats including a coat of cement primer of approved makes specified above
2500
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Painting with synthetic enamel paint of Asian/Berger/Nerolac make of 1st quality with required shade on wooden/steel doors, windows, ventilators, composite units, louvers, rolling shutters, hand rail and balustrades, plastered surfaces etc., including scaffolding, cleaning and preparing the existing surfaces by sand papering, brushing with wire brushes, scraping with steel scrapper etc., filling in crevices and cracks etc. with approved filler etc., complete as specified and directed.
-
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On wooden surfaces of doors, windows, ventilators, louvers composite units etc.
-
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In 2 ( Two) coats over the proviously painted surfaces
250
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In 3 ( three ) coats including a coat of wood primer on wooden surface with makes specified above
300
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On steel surfaces of doors, windows, rolling shutters, louvers, pillars, tubular gates etc.
-
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in 2(Two) coats over the previously painted surfaces
250
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in 3(Three) coats including a coat of a red oxide primed of make specified.
300
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Providing and applying ready made putty in two coats with average thickness not less than 1 mm, of Birla wall care/J.K.wall putty make or any other approved manufacturer, including cleaning the surface free from white wash, old paints/distemper etc., with steel scrapper, wire brush, sand paper etc., filling in crevices, holes, cracks with approved filler etc., finishing the surface neat and smooth without any undulations at all heights over the plastered,concrete surfaces (external/internal) including scaffolding etc., complete as specified and directed by EIC.
500
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FLOORING WORKS:
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Providing and laying Ceramic tiles for flooring / skirting using 8/9mm thick of sizes as mentioned below of 1st quality edge cut. (Makes of Johnson, Somani, RAK, AGL, Nitco, Khazara, Bell, Regency Ceramics) of required shade, edge cut, design, colour and pattern over 20mm / 15mm thick cement mortar 1:3 (1cement : 3 sand) bedding / backing coat, close jointed and pointed with matching cement slurry using white cment and pigment mixed with to give required colour, finished to levels, slope or plumb as required including cutting of tiles, curing, acid washing, etc., complete.
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In flooring using tiles not less than 450x450x8mm size non-slippery Matt finsih ceramic tiles, edge cut to be laid over 20mm thick bedding
400
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In skirting using flooring tiles of height 150mm, over 15mm thick backing coat.
200
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Providing and laying double charged vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make like Kajaria/Regency/Somani/Jhonson & Jhonson , in all colours and shades, laid cement mortar , jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete for entrance areas, corridors, lobbies,conference halls,rooms etc.and as directed by EIC.
Note: i) Quoted rate shall include extra cement mortar required to match the water proofing plaster if any to maintain the lines and plumb of dado.
ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge
iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.
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In flooring with rustic/matt finished/ 600X600 mm or equivalent approved sizes of double charged vitrified tile of make Somany/Kajari or approved equivalent laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 sand) etc., Complete as specified and directed by EIC.
300
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In skirting laid over 12 mm thick CM 1:3 backing.
400
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Providing 4mm thick POLYURETHANE HYBRID FLOORING using UCRETE MF of BASF or equivalent make Heavy Duty Floor finish Polyurethane concrete system consists of 1mm thick Scratch coat of UCRETE MF along with rectification of any pot holes present with suitable and similar filling material. The surface should be prepared with anchor grooves 8mm x 8mm along the perimeter of the floor and around drain, machine legs, columns etc., along with removing the existing flooring finish by scarification including disposal of debris in the specified area as directed by Engineer-In-Charge and as per manufacturer's instructions. Specification: For PU Flooring Material:- Compressive Strength: 53 N/mm2 (BS6319:Part 2), Flexural Strength (ISO 178) :21N/mm2 , Dynamic E-Modulus: 14000N/mm2 (ASTM C597-83), Tensile Strength (ISO:R527): 9N/mm2 , Concrete Adhesion: concrete Fails((BS 8204-2 Class ARO.5 (Taber CS17):120mg,
Coefficient of Thermal Expansion:3.6x10^-6 0C -1 ASTM C531
Thermal Conductivity(BS874:0.9W/moc Surface Resistivity(BS2050): 2x101 1 ohms:Density(BS6319:Part) : 1970kg/m3 water Absorption(CP.BM 2/67/2); 0ml; Surface Spread of Frame: Class 2(BS476:Part7).
1000
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SCAFFOLDING WORKS:
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. Note:-The only elevational area of the scaffolding material brought to site shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. Seperate Scaffolding shall be available for working Simultaneously for various sheds.
1000
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ROOFING WORKS:
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Removing the existing broken / cracked A.C. Roofing sheets/Galvalume corrugated roof sheeting, ridges, hips, valley, gutters, FRP roofing sheets etc., includig G.I. Blots, nuts, washers and bitumen washers,self tapping screws etc. carefully including required scaffolding and stacking the materials at a lead of 100m as directed by Engineer-in-Charge.
1500
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Supplying and fixing Fibre Reinforced Cement Corrugated sheets, 6mm thick of Charminar/ Visakha/ everest make conforming to IS 459 and laying as per IS 3007 at various elevations using necessary safety nets. Roof walk ladders and other standard safety deviseds including all overlaps, mitring, Supplying and fixing necessary 8mm dia galvanized iron 'J' or 'L' hooks of required lenght, bolts, nuts and EPDM washers as per manufactures code of Practice and cutting the asbestos as required etc., complete all as directed by Engineer-in-Charge.
1500
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Supplying and fixing 3mm thick FRP Translucent corrugated sheets made from Thermo setting polyster Resin (Glass Fibre reinforced) UV Resistant, of confirming to BIS 12866 including all overlaps, mitering, fixing with GI J or L Hook bolt and nuts of 8mm dia along with required PU washers etc., required for leak proof joints, cutting the sheets to the required size including safety net, roof walk ladders etc., complete as specified and directed by Engineer-in-Charge.
200
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Providing and fixing in position approved quality weather tight accessories such as ridge piece (PAIR), in required shape and profile made of fibre reinforced cement including neessary cutting, profiling, sealants, flat iron buckets, EBDM/beadings etc all complete in accordance with approved manufacture's standard practice using all appropriate safety devises as directed by Engineer-in-Charge.
Note : each pair together measured for RM.
100
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Providing and fixing in position approved quality weather tight accessories such as corner piece, various types of flashing, gutters (including straps), trims in roofing, cladding in required shape and profile made of fibre reinforced cement corrugated sheets including necessary cutting , profiling, sealant, flat iron buckets, EBDM/beading etc all complete in accordance with approved manufacturer's standard practice and as directed by Engineer in charge.
60
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Providing and Fixing Trapezoidal profiled Galvalume Sheets for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) and strength not less than 350 N/Sqmm including flashings, corners, ridges, eaves boards,gutters etc., of approved make including fixing the sheets with Stainless Steel self tapping, self drilling and self fastening screws, and EPDM Washers, etc., all complete as directed. for Roofing and cladding with colour coated Galvalume sheets & Rain water pipes, etc.,as specified and as directed by EIC. Note:During the roofing work all the safety gadgets shall be used by the contractor and any seperate payment shall not be paid for the same.
700
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Polycarbonate Sheeting of 1.5 mm thick, Pressed to matching trough Corrugations of roofing/cladding of GE make, Everest or any other approved equivalent make for sky lights including sealing around sheets with GE Siliconates or any other sealants, treating for rain proof, fixing sheeting with SS self tapping screws etc., complete as directed and specified by EIC.
300
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-
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Making required groove at gable end of the buildings for removing the damagaed roofing sheets and filling the same with cement concrete 1:3:6 finished with cement mortar 1:4 finishing it smooth after fixing the new roofing sheets including all tools, required steel scaffolding etc, complete as directed by Engineer-in-Charge.
100
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FALSE CEILING WORKS:
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Providing and fixing false ceiling at all heights with 15mm thick integral densified micro edge light weight calcium silicate false ceiling tiles reinforced with fibre and natural filler of Size 600x600 mm of approved texture,design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987,Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross-T of size 15x42 mm of length 1200 mm and secondary intermediate cross- T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mmdia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.
2000
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ALUMINIUM WORK:
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Removing the existing damaged false ceiling, aluminum partition/doors/windows/ventilators of all types including metal/non-metal windows and doors, carefully removing of false roofing sheets, suspenders, existing light fittings, cables, cleats, glass panels, particle boards, fixtures, etc., with all necessary scaffolding and stacking properly at a distance of 100m as directed by the Engineer-in-charge
1000
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Providing and fixing in position Aluminium partition, door/windows/ventilators with single/double side hung/tuophung/sliding shutters etc., using extruded and integrated bronze/medium grey colour, anodized 15 microns (Jindal/Indal makes) manufactured to relevant IS specifications including locking arrangement for windows, handles, aldrops, door stopper, magnetic catcher, hinges, friction hinges, aluminium push plates, sliding rollers, aluminium hardware fixtures, cleat angles, beadings etc as per the requirement, gaps of structural opening to aluminium frame work to be filled with siliconate / polysulphide sealant, fixed suitably to brick wall RCC column structures complete as directed. NOTE: Payment shall be made per Kg basis. Aluminium sections such as shutter frames, track window / door frame/beading channel for glass adjustable louvers etc., shall only be measured linearly as per actual / finished cutting size and multiplied with sectional weight of the individual section and the total quantity of aluminium section will be arrived at for payment without any allowance for wastage No separate payment shall be made for fittings such as locking arrangement, hinges, friction hinges, rollers, fittings and fixtures, gasket, cleat angles etc.
600
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Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single /double float glass panes 4mm thick, wire mesh and silicon sealent shall not be paid separately,Tenderer may quote accordingly). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
-
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Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
50
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Three track three panels sliding window with fly proof SS 304 grade wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
30
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Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double float glass 4mm thick panes and silicon sealant shall not be paid separately,Tenderer may quote accordingly). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
-
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Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall
thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
20
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Supplying and fixing Mortice lock with six lever chromium plated Godrej make with pair of detachable, pressure dia-cast chromium plated handles on both sides with chromium plated brass screws for left hand/right hand with brass socket plated, (exact number for left, right and double shutter shall be ascertained based on site requirement) all complete as per specifications & as directed by Engineer in Charge.
40
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Providing and fixing Heavy duty floor spring with off set pivots, double action (1800 minimum swing) of OZONE or equivalent make for aluminum doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates, complete as directed by Engineer-in-charge. .
20
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Providing and fixing aluminum die cast body tubular type universal hydraulic door closer of HYPER/Godrej make confirming to IS 3564 for aluminum doors with necessary accessories and scews etcHydraulic door closures of HYPER/GODREJ make confirming to BIS 3564 with all fixtures, fittings, screws etc for aluminum doors
40
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Providing and fixing of 12 mm thick prelaminated cement particle board grade I, type I of M/s. Sitapur or BISON confirming to IS 12823 of approved shade on both sides
200
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc.including scaffolding, complete as per the architectural drawings and the directions of engineer-in-charge.
-
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With float glass panes of 4.0 mm thickness (Make Atul, Modiguard, Triveni, Hindustan Pilkington) Note:weight not less than 10kg/sqm
200
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With float glass panes of 5 mm thickness (Atul, Modiguard, Triveni, Hindustan Pilkington) Note:-weight not less than 12.50 kg/sqm
200
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Supplying and Fixing of 5mm thick float glass of approved quality Modiguard/Saint Gobain/Triveni/Hindustan Pilkinston with putty to be fixed in existing window/partition framework, cutting to required sizes all wastages, etc.including raking out the old putty and removing the existing broken glass pane if any,including providing scaffolding neoprene/EPDM gasket wherever required and as directed by Engineer-in Charge
300
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DISMANTLING AND DEMOLISHING:
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Dismantling/breaking the existing plain cement concrete surfaces carefully in flooring, platforms etc. to the required size, using pneumatic cutters or any approved means including disposing of debris within a distance of 50 m etc., complete as specified and directed.
150
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Dismantling very carefully the existing reinforced cement concrete at all depths and heights below and above plinth level using pneumatic cutters or any approved means including cutting the reinforcement and transporting bars to departmental stores disposing the debris within the lead of 50 m complete as specified and directed
100
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Dismantling very carefully the existing Brick masonry in cement motor with plastering on both sides very carefully at depths/heights above/below plinth level by suitable methods including erection of suitable scaffolding, stacking of useful materials and disposing the unserviceable debris within the lead of 50m, etc., complete as specified and directed by EIC.
100
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Dismantling very carefully the existing structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats,MS gates etc., including scaffolding, cutting of structural steel members by gas cutters or by any approved method, removing the nuts, bolts etc., as required, lowering stacking the reusable material at site and transporting the material to Departmental stores etc., complete as directed by EIC.
20
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Dismantling very carefully the existing RR masonry in service drains,basements,retaining walls located at below/above FFL of all depths and heights including erection of suitable scaffolding, stacking of useful materials and disposing the the unserviceable debris within the lead of 2 kilometers etc., complete as specified and directed.
30
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Removing/Dismantling very carefully the existing rolling shutters/ms tubular gates located at above FFL of all heights including erection of suitable scaffolding, stacking , transporting the suitable material to the departmental stores and disposing the the unserviceable debris within the lead of 2 kilometers etc., complete as specified and directed.
50
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FENCING WORKS:
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Removing carefully existing chainlink fabric from angle iron posts and struts by removing hook bolts, nuts, etc, straightening GI rods (vertical as well as horizontals) etc., rolling back the removed chainlink, collecting hooks, bolts and nuts, stacking including cutting of iron angle posts/struts, dismantling of PCC pedestals, transporting the materials to Departmental stores etc., complete as directed by Engineer-in-charge. Note: Area of the chain link fabric will be measured for payment.
800
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Supplying and fixing GI(hot-dip-galvanized) Chain link fencing of required height with 50mm diamond mesh of approved quality and make with 4mm galvanized iron wires conforming to IS 2721 including unrolling, straightening, stretching, fixing tight to structural steel posts and struts erected in position by means of 8mm dia approved quality galvanized iron machine straightened rods at top and bottom horizontally throughout fence and vertically at every angle post, fixed with approved quality galvanized iron hook bolts/straining eye bolts, nuts and washers etc.,complete as specified and as directed by Enginner In Charge. Note:-The entire chain link fence shall be painted with two coats of synthetic enamel paint of approved make and shade over a coat of approved primer. Tenderer may quote accordingly.
200
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Supplying and fixing 5mm thick GI PVC Coated Chain link fencing of required height with 50mm diamond mesh of approved quality and make with 4mm galvanized iron wires,PVC coated to achieve outer dia not less than 5 mm in required colour, shade and conforming to IS 2721 including unrolling, straightening, stretching, fixing tight to structural steel posts and struts erected in position by means of 8mm dia approved quality pvc coated galvanized iron machine straightened rods at top and bottom horizontally throughout fence and vertically at every angle post, fixed with approved quality galvanized iron hook bolts/straining eye bolts, nuts and washers etc.,complete as specified and as directed by Enginner In Charge.
1000
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Providing and fixing GI barbed wire of approved quality of garvanised barbed wires of 2 strands of 12 guage and 4 bars of 14 guage at 100mm centre to centre including unrolling,stretching and fixing tight with 6mm dia approved gI hooks, bolts,nuts, wadhers etc complete as directed. Note:- Each wire will be measured individually for payment.
500
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Supply, fabrication and erection / fixing of MS supports made out of angles, flats etc., for chain link fencing including embedding of the same in PCC (1:2:4) block of size 450 x 450 x 1000 mm (excluding the cost of PCC Bed Blocks) and applying two coats of enamel paint over a coat of zinc chromate primer of approved make.,etc., including drilling,bolts, nuts & welding complete all as directed. (Structural steel shall be measured based on actual dimensions. No payment is admissible for wastages,bolts,nuts)
600
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WATER SUPPLY WORKS:
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Providing hoisting and installing at required elevation minimum three layered moulded HDPE cylindrical vertical water storage tanks of various capacities of Sintex or Duracon make, with suitable SMC cover at top, coated with UV coating/layer including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow and the required fittings/ gaskets, float valve including making necessary supporting system complete as directed Note: All the installatons/fittings shall be suitable to SS Pipe of cooling water lines, tenderer may quote accodingly.
10000
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Supplying,Fabrication,welding and laying SS Pipe line(Make TATA/Jindal) tubes of given size of 304 schedule 10 including supplying/fabrication of fittings,flanges,welding using electrodes (D&H,Philips,L&T,Advani),testing the joints and pipeline,fixing the line to the supporting system using 6mm clamps,Bolts,Nuts,Washers etc.,complete all as specified and directed by EIC.
-
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i).80 mm NB pipe
25
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Providing and fixing best Indian make C.I. BUTTERFLY VALVES with flanged ends manufactured by M/s. Kirlosker, Leader,Zoloto, Audco, conforming to IS: 14846 Latest Edition , for water pipes, making necessary flanged joints providing and welding to pipe the matching companion flanges conforming to table E ,BS-10, providing all jointing materials like bends, elbow, tee, flanges, gaskets, bolts, nuts etc., testing the valves and joints for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc., complete as specified and directed by EIC.
-
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i).80 mm NB
4
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MISCELLANEOUS WORKS:
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Removal of plaster from the existing masonry,concrete surfaces carefully using pneumatic cutters/chisels or any approved means and including erection of standard scaffolding at different heights, disposing of debris to designated areas within a lead of 2km from the spot etc., complete as specified and directed by EIC.
300
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Providing RCC Bunds with cement concrete of grade 1:1:2 using Portland Pozzolana Cementconforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights of shop floor areas and below/above plinth levels including hacking/removing the top surface ,fixing the shear connectors by drilling suitable holes at regular intervals ,grouting with suitable grout, finishing smooth with cement punning over the cement mortar 1:4 (1part cement : 4 parts river sand)as applicable,formwork, curing, etc., complete as specified and directed by EIC. Note:One coat of white primer of approved brand shall be applied on completion of the every bund.
-
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(a). RCC bunds
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(i). 150x150mm
60
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(ii).200x200mm
60
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Supply and grouting to column base, anchor holes, holes, pocket, foundation tops etc., mixing, placing curing etc., With Non Shrink, free flow general purpose GP 2 grout of approved make (Fosroc, Sika, Pidilite, STP, BASF, Eassar, ACC.) and 6 mm downgraded stone aggregate as per manufacturer specifications and as directed by EIC,Note:-Weight of grout used in the work will be measured for payment. However, the rate quoted shall inclusive of all materials, Item is including Formwork, Tenderer may quote accordingly.
500
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Making Pockets in various sizes, as given below in existing RCC flooring and in brick masonry including dismantling RCC, cutting the reinforcement by approved means including removal of soling wherever necessary, disposing off the debris with in a lead of 2 kms, making good the damages, if any done to the adjoining partitions etc., complete as directed. Note:- The Average depth of Pocket may be upto 450mm, Tenderer may quote accordingly.
-
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a).Pocket Sizes
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i).150mmx150mm
10
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ii).200mmx200mm
10
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iii).250mmx250mm
20
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iv). 300mmx300mm
20
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Making openings in masonry walls at all heights above floor level for fixing AC units, exhaust fans etc., including fixing of frames,finish with cement mortar of 1:4 to making good the surrounding surfaces to even,one coat of putty,curing,etc.complete as specified and directed by EIC. Note: Wooden AC Frames and Exhaust frames will be supplied by Department. Scaffolding will be paid in relevent item, as per site if necessary.
-
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a) FOR A. C. FRAMES
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i) 800 mm x 600 mm
10
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b) FOR EXHAUST FANS
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i) 300 mm dia
10
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ii) 600 mm dia
10
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ELECTRICAL FITTINGS:
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Supply & installation of 36W recess type LED light fittings of Philips / Wipro/ Bajaj make similar to Philips fullglow RC380B with associated control gear, driver, lamps and all hardware / supports as required for installation of fittings of Sze 600 X 600. Note: Light fitting shall be suitably supported from the ceiling with required chain/slings.
30
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Supply & installation of 12 W recess type LED light fittings of Philips / Wipro/ Bajaj make similar to Philips full glow DN193B LED 12S-6500PSU WH S1 with associated control gear, driver, lamps and all hardware / supports as required for installation of fittings or cutting of Gypsum false ceiling
20
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Point wiring with following sizes of FR copper wires of Finolex / L&T/ Polycab make to be drawn in 2mm thick PVC conduit/channels with ferruling excluding cost of pipes, channels and switch boards.
-
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2.5 Sq.mm FR copper wire - Red/Black/Green
150
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1.5 Sq.mm FR copper wire - Red/Black/Green
400
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Supply and installation of 6 modular surface mounted PVC switch boards with 6 Nos latest model rugged modular type switches of Crabtree/ Northwest/ Legrand/ Schneider Electric
10
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Supply and installation of 3 modular surface mounted PVC switch boards with or without fan regulator for speed controlling with modular type switches of Crabtree/ Northwest/ Legrand/ Schneider Electric
20
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Supply and installation of 2 mm thick 25 mm dia FRLS PVC conduits of Sudhakar/AKG industries make with ISI marking including junctions, bends, clamps etc complete
120
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Supply and Installation of 25mm dia PVC flexible conduit
40
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Supply and installation of 32 x 20 mm DLP plastic trunking system of Legrand/Hager/Schneider make with required clamps for fixing, cover, end caps etc complete including required angles and junctions
60
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