Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Mar 2022
Closing Date23 Mar 2022
Tender Amount₹ 1,89,00,000
Costs
EMD
₹ 3,78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NFC_677282_1Bid Award Id
ViewTender No
M/510/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Hard rock
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Earthwork excavation in Foundations, trenches, Masonary walls etc., by mechanical means (Hydraulic Excavator)/ manual means in all Soils other than soft and hard rock upto the depths specified below from average ground level including dewatering if necessary, dressing the bottom to required levels, backfilling around foundations and in plinth with selected excavated earth in layers not exceeding 200mm in thickness, leveling, watering, consolidating, clearing the areas of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300mm girth measured at 1.00m above ground level, disposing surplus earth/spoil within a distance of 50m and Depth Up to 1.5m from average Ground Level complete as specified and directed.
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Earthwork excavation in Foundations, trenches, Masonary walls etc., by mechanical means (Hydraulic Excavator)/ manual means in soft rock upto the depths specified below from average ground level including dewatering if necessary, dressing the bottom to required levels, backfilling around foundations and in plinth with selected excavated earth in layers not exceeding 200mm in thickness, leveling, watering, consolidating, clearing the areas of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300mm girth measured at 1.00m above ground level, disposing surplus earth/spoil within a distance of 50 m Depth Up to 1.5m from average Ground Level complete as specified and directed.
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Filling available excavated earth ( excluding rock ) within NFC Premises in trenches, plinth, sides of foundation etc., in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 2 km and lift upto 1.5 m. etc. complete as specified and directed.
30
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. complete as specified and directed.
120
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Felling trees of the girth Beyond 30 cm girth upto and including 60 cm girth (measured at a height of 1 m above ground level) including Cutting carefully tree branches of different sizes leaning over the fencing or walls at all heights, cutting the branches into pieces for easy trasportation, conveying and stacking at a place as shown upto a lead of 2.00 km including all tools, tackeles etc complete as directed by Engineer-in-Charge.
30
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Lead charges, including loading, unloading, stacking, the disposable Earth by Mechanical transport for lead up to 2 KM. Note:-Lead charges measured and paid based on Truck measurement with deduction of voids @ 25%.
100
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Lead Charges, including loading, unloading stacking, the disposable ROCK / debris, by mechanical trasport for lead UP to 2 KM. Note:-Lead charges measured and paid based on Truck measurement with deduction of voids @ 50%.
100
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CONCRETE WORKS
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Plain Cement Concrete with Nominal Mix 1:4:8 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 at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., complete as specified and directed, but excluding Formwork.
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Plain Cement Concrete with Nominal Mix 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 river/ manufactured/robo 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., complete as specified and directed, but excluding Formwork.
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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.
30
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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 bloks staircases and walls etc.,
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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., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed bloks staircases, walls etc.,
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Reinforced Cement Concrete design mix of Grade M35 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., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed bloks staircases and walls etc.,
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Supplying and applying pre tested and approved water based concrete
curing compound (Non pigmented wet curing compound) to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge.
300
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STEEL WORKS
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Supply, fabrication, erection and fixing in position Reinforcement bars for Reinforced Cement Concrete items at and at all depths and heights below and above plinth level with High Yield Strength Deformed (HYSD) bars/TMT Bars 500D conforming to IS 1786 (Latest Edition) from approved source of make of M/s. Tata, Vizag Steel, SAIL, Jindal including transporting to site, loading and unloading, decoiling, straightening, cutting, bending, making fan hooks of required shape, dowels for bonding masonry, removing of scales, fixing bars with chairs, space bars wherever required, fixing and tying in position with Two (2) strings of 18 Gauge soft drawn annealed MS binding wire inclusive of its supply, etc., complete as specified and directed.
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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 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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a) Using angles, rolled steel joists, channels and other steel sections etc.
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b) M.S. plates/chequered plates for mezznine floor / roof, staircase treads etc.,
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Supplying, fabricating, erecting and fixing in position, foundation bolts and nuts including 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.
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Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI in medium quality conforming to relevant BIS codes of required shape and size, welding anchoring lugs not less than 12mm dia MS rods, placing in position in concrete while casting, including painting with one coat of approved red oxide zinc chromate primer as per drawing in line, level and plumb complete as directed.
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Steel work in built up tubular Hot finished seamless type tubes (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. and as directed.
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, other fittings including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, Fixing with 15x3 mm lugs 10 cm long embedded in cement (sectional weight of only steel members shall be measured for payment). concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).all complete and as directed.
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Providing and fixing ISI marked oxidised M.S. pressed butt hinges with
necessary screws etc. complete. Of size 125x65x2.12 mm
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Providing and fixing ISI marked oxidised M.S. tower bolt with necessary screws etc. complete : 250x10 mm size.
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Providing and fixing ISi marked oxidised M.S. door latches conforming
to IS:5930 with screws etc. complete : 300x20x6 mm size.
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Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete : 125 mm size
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BRICK WORK & RR MASONARY WORKS
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Brick work using clay bricks as specified at all depths below plinth level if foundation and in plinth simultaneous pointing with same mortar below ground level and ranking out joints above ground level, curing etc. complete as per specification and as directed for foundation and strom water drains using cement Mortar 1:4.
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Brick work using clay bricks as specified at all depths and height above plinth level , steel tubular scaffolding, raking out joints curing etc.complete as per specification and as directed in super structure up to floor V level-Using Cement Mortar 1:4.
20
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HALF BRICK masonry as per IS 2212 using local clay bricks as specified in partitions walls above plinth level up to floor V level in cement mortar 1:4 (1 cement: 4 river sand), including scaffolding, raking out joints, curing etc. complete and with Reinforced Cement Concrete (RCC) M15 (1:2:4) stiffeners of depth 75mm at every 900 mm height including form work, curing etc., complete as specified and directed, but excluding reinforcement. Note: Reinforcement will be measured and paid for separately under relevant item of schedule.
80
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) complete as specified and directed.
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Random rubble masonry with hard stone in superstructure above plinth level andup to floor V level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) with Cement mortar 1:6 (1 cement : 6 coarse sand) complete as specified and directed.
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Providing and laying autoclaved aerated cement blocks (AAC blocks) masonry with 100 mm thick in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand )or mortar recommended by manufaturer or as directed. The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work etc. complete as specified and directed.
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PLASTERING WORKS
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Cement Plastering 12 mm thick for wall and ceiling with Cement Mortar 1:4 fininshed smooth finish including hacking of concrete surface, preparation of surface, steel/tubular scaffolding, curing etc., complete as directed.
100
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Cement plastering 15 mm thick for internal walls in cement morar 1:4 fininshed smooth at all height above plinth level over brick walls or concrete surface including making necessary grooves in between junctions or brick masonary 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.
300
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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 10 mm 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.
200
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Cement pointing of raised and Cut type on stone work with cement mortar 1:3 (1 cement : 3 fine sand), cement of M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP including raking of joints, pointing neatly and finishing the joints as specified, curing scaffolding etc. complete.
80
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Providing and applying birla white putty or approved equivalent of 1 mm thickness over plastered surface to prepare the surface even and smooth complete.
200
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Providing and applying a floating coat of neat cement punning over plastered and RCC surface etc., complete as directed by Engineer in charge.
100
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DISMANTLING & DEMOLISHING WORKS
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Demolishing plain cement concrete manually/ by mechanical means including disposal of material within lead of 2 kilometers etc., complete as per direction of Engineer - in -charge.
20
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within lead of 2 kilometers as etc., complete as specified and directed by Engineer - in- charge.
20
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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, stacing of useful materials and disposing the unserviceable debris within the lead 2 kilometers etc., complete as specified and directed.
20
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Dismantling very carefully the existing RR masonry in basement below/above FFL at 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.
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Dismantling existing wooden/steel doors, windows, ventilators etc., including shutters, frames architraves, holdfasts etc., very carefully without damaging the frame shutters glass, etc., and transporintg the dismantled doors, windows, ventilators immediately to the departmnetal stores within NFC premises cleaning, disposing of unserviceable materials within a lead of 2 kilometers etc., complete and as directed by Engineer-in-charge.
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Of area 3 Sqm & Below
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Of area Beyond 3 Sqm
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Dismantling the Mosaic tile/ white Glazed tile/Kota stone/ Shahbad stones etc. including removal of bedding mortar, stacking of materials and disposing of debris within lead of 2 kilometers etc. complete and as specified and directed.
100
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Dismantling 150 / 230 mm thick Rubble stone pitching / flooring with cement mortar pointing in pedestals, walls, drains etc. including stacking of serviceable materials and disposal of unserviceable material within 2 Kms. lead etc. complete as specified and directed.
100
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Dismantling/breaking the existing bituminous surfaces road carefully to the required size, including removing soling, WBM road, stacking useful materials at the locations shown and disposing of debris within a distance of 2 kms. etc., as specified and directed.
20
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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 2 Kilometers lead.
3
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Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 2 Kilometers lead as directed by Engineer-in-charge.
200
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Disposal of building rubbish / malba / similar unserviceablematerials , dismantled materials or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, for 2 km lead including all lifts involved.
200
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Dismantling barbed wire or flexible GI wire fence rope in fencing including
making rolls and stacking within 50 metres lead.
200
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FORMWORK & SHUTTERING WORKS
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Providing centering and shuttering using 12mm thick shuttering plywood confirming to IS 4990:2011 at all depths and heights below and above plinth level, vertical, horizontal, inclined including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work 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.
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Foundations, footings, bases for columns, columns, Lintels, beams, plinth beams, cantilevers, Window, Sill, copings etc,
300
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Retaining walls, return walls, walls (any thickness) including
attached pilasters, buttresses, string courses fillets,
kerbs and steps etc.
200
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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 Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
200
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PAINTING WORKS
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White washing to walls and ceiling with best quality lime in three coats (using brushes for application) including scaffolding, sand papering, filling crevices with putty and cleaning surfaces etc. complete as specified and directed.
200
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Painting on Old work with two coats of Oil bound washable distemper. of approved shade and make including water thinnable priming coat with cement primer, preparing the surfaces, including removal of old paint, if any, sand papering, filling with putty as required,scaffolding and cleaning etc. complete as specified and directed.
200
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Painting on new work with two coats of Oil bound washable distemper of approved shade and make including water thinnable priming coat with cement primer, preparing the surfaces, including removal of old paint, if any, sand papering, filling with putty as required,scaffolding and cleaning etc. complete as specified and directed.
200
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Painting with antifungal 100 % premium Acrylic emulsion paint in 2 (two) coats having 100% acrylic of Asian/Berger/Nerolac makes of first quality exterior paint of required shade including compatible priming coat of exterior primer, scaffolding, removing whitewash/color wash/old paint, if any, by scrapping with scrubbing machine, sand papering, preparing the surface smooth including necessary repairs to scratches, filling in crevices, holes and cracks etc., with approved filler etc., complete all as specified and directed.
200
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Painting with synthetic enamel paint in 2 (two) coats 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 compatible primer, scaffolding upto height of 10m, removing old paint, if any, by scrapping with scrubbing machine, sand papering, preparing the surface, brushing with wire brushes, scraping with steel scrapper etc., filling in crevices and cracks etc. with approved filler etc., complete as specified and directed.
100
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FLOORING WORKS
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Rubble stone hard core (soling) for pavements/grade slab/road works using approved local stones brought from outside below floor of 150 to 225 mm consolidated thickness with stones vertically hand set, interstices packed with smaller stone chips of appropriate size, blinding with moorrum, watering, consolidating by suitable means as directed, finishing to proper levels, etc., complete as specified and directed.
100
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Providing & laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
100
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Vitrified double charged tiles of size size of tiles 600X600 mm flooring and skirting, treads of staircase ect. Using 10mm thick ceramic tiles of 1 st quality, matt finish and non slippaerry of make sparket, regency, johnson, Somani or any other approved equivalent of required shade, design colour and pattern laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 Coarse sand) to receive the floor tiles including cleaning, close jointed and pointed with matching colour slurry of required colour and laticrete, finished to levels, slop or plum as required including cutting of tiles, acid washing, removing and reinstating the loose and cracked surfaces with suitable repairs etc. complete for corridors, stair entrances, conference room and office blocks corridors etc. complete as specified and directed.
200
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Anti skid Ceramic tile of size 300X300 mm or 400X400 mm, for, flooring, skirting, and repair of existing floors using 8 mm thick ceramic tiles of size as mentioned below, glossy or matt finish, of 1 st quality( Spartek, Regency, Johnson, Somani, Nitco Khazaria) or required shade, edge cut, design, colour and pattern over 20mm thick cement mortar 1:3 bedding/backing coat, close jointed and pointed with matching cement slurry using white cement and pigment mixed with to give required colour, finished to levels, slope or plumb as required including cutting of tiles cring, acid washing etc. complete.
200
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Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
100
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Providing and laying Vacuum dewatered C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be
laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/ recoverable separately).
30
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Construction of granular sub-base with material conforming to Grade-II (size range 53 mm to 0.075 mm ) by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
50
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WATERPROOFING WORKS
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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, sealing the cracks if any complete in all respect as per the direction of Engineer-in-Charge.
3000
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MISCELLANEOUS WORKS
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm with Upto and including 12mm dia. steel bars. in RCC beams, lintels, columns and slabs including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
50
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Supplying, fabricating, erecting and fixing in position, foundation bolts and nuts including 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.
1
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Supply and grouting 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 and 6 mm downgraded stone aggregate ( Fosroc,Sika,Pidilite, STP, BASF, Eassar, ACC.) as per manufacturer specifications and as directed by EIC, excluding shuttering.
200
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Supplying and filling in foundations and plith under Machine Foundations sides etc., with approved granular sand in layers not exceeding 200 mm, watering, consolidating leveling each layers complete as directed.
3
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Hacking the existing cment concrete floor surface at an average of 5 to 7 indentations of 3 to 5 mm deep per 50 sqcm with hacking hammers or chisels, cleaning the aears, disposing the debris within a lead of 50 m etc., complete
100
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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.
60
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Making the following openings in masonry walls at various elevations in various buildings and fixing the frames supplied by Department , making good the damages and sides of opening in CM 1:4 as directed by Engineer-in-Charge. FOR EXHAUST FANS-Size above 300 mm dia upto 600 mm dia and For A.C. frames of approximate size 800mm x 600mm as required all commplete and as directed.
30
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Repairs to plaster of thickness 12 mm to 20 mm in patches including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
60
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Design supply & installation of Glazing system held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass, handle and other accessories required etc. all complete for Partitions and Doors. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
100
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Providing and fixing double action hydraulic floor spring with stainless steel cover plate minimum 1.25 mm thicknessof approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for 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 with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as
per the direction of Engineer-in-charge.
4
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Providing and fixing false ceiling at all heights with 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 mm dia 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.
300
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Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.
200
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(c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non
Warp technology upto 1mm thickness for superior adhesion and Surface
flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. For 450 mm Finished Floor Height (FFH).
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Providing and fixing G.I. chain link fabric fencing made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade, of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
300
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
200
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ALUMINIUM WORKS
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Providing and fixing in position Aluminium door with single/double shutters/fixed partition/wall span using extruded and integrated bronze/medium Grey colour, anodized 15 microns (Jindal/Indal/Ajit India makes) manufactured to relevant IS specifications and glazing with 5 mm float glass, aluminium beading, push plates (handles), PVC lining cadmium plated screws, weather strips, nuts, washers, neoprene gaskets etc., including providing and fixing other accessories as per ISI specifications wherever applicable, gaps of structural opening to aluminium frame work to be filled with siliconate / polysulphide fillers, polysulphide, fixed suitably to brick wall RCC column structures complete as directed.
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Frame work for single/double door shutters of various sizes, sliding shutters including aluminium push plates, aluminium hardware fixtures, cleat angles, beadings etc. complete as per specifications.
50
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Frame work for fixed partitions / wall spans
300
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4 lever Cylindrical lock for aluminium windows ‘EVERITE’ /Godrej or approved make
2
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Heavy duty floor spring with offset pivots , double action (180 deg. Minimmum swing) with all check boxes of Everite make/ Enox make or approved equivalent make for doors.
10
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Hydraulic door closures of HYPER/GODREJ make confirming to BIS 3564 with all fixtures, fittings, screws etc
10
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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
30
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5 mm thick float glass plain / White Diffused of approved quality Modiguard / Saint Gobain / Triveni / Hindustan Pilkinston including PVC lining gasket for structural openings, cutting to required sizess, all wastages etc., as per the drawing and as directed. (Cost of aluminium beading for glass fixing shall be paid in basic item).
30
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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.
40
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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
550
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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.
3
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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.
7
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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
100
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Supply and Installation of 25mm dia PVC flexible conduit
25
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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
50
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SANITARY WORKS
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i) Providing Vitreous e wash down pattern water closet (EWC) conforming to IS 2556 ( Part XVl) with integral trap outlet having water seat not less than 50 mm, with/without vent and with necessary SS anchor supports all complete.
ii) Providing thermosetting or thermoplastic seat & cover hinges, fixing accesories set, cistern fitting, S trap for W.C conforming to IS 2548 & fixing as per manufacturer's specification including the cost of corrosion resistant hinges,bolts,nuts,non ferrous or S.S washer etc. all complete.
iii) fixing the water closet in position, jointing the trap and upvc/CI peipe using WC connector with epoxy grout/Rubber ring joint as per manufactuurer's requirement.
iv) cutting hole, making grove or chases in the wall, floors, slab etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of primer, finishing the gaps with white/matching cement etc all complete.
v) Testing the system to the full satisfaction of E.I.C. for Vitreous china European water closet with P trap of ROCA/Jaguar make cat no. SLS-WHT-6855S with soft close seat cover equivalent.
2
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Providing & fixing following type CP fittings/fixturers/faucets of 15 mm nominal dia with ISI mark/approved make including providing & fixing specials wall flanges and fixing to concealed/exposed pipe line with leak prrof threaded joints using tephlon taps, testing the joints hydraulically to a pressure of 10kg/sqm, rectifying the leaky joints if any, including cleaning etc. complete all as per specifications. with five year warranty.
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i) CP brass BIB Tap with wall flange of jaguar cat no ORM 10037
3
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ii) CP Brass Piller Cock with wall flang of Jaguar cat no ORM-10001
3
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iii) CP brass 2 way bib cock with Flange of Jaguar Cat No ORM 10041
3
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iv) CP brass angular stop cock with wall flange of jaguar cat No ORM 10053
4
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v) CP health Faucet with 8mm dia 1 m kong flexibe tube & wall Hook of Jaguar cat no ALD-573
3
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Supplying, fixing & concealing on wall / beams / colums etc. the following sizes uv-stabilized Chlorinated Poly Vinyl supply consisting following items of work:-class having thermal stability for both hot & cold water Chloride (CPVC) pipes & Fittings of specified: i) Supplying CPVC pipes and CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water equivalent of approved make as per relevant standards. supply conforming to IS 15778 with ISI mark or ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm grove on the cutting the pipe to required length, preperation of surface,wall,Teflon tape ( For threaded fittings) of approved make, necessary tools etc. all complete,including making leak proof joints using cement solvent /proofing compound, after laying and testing the pipe line and filling the grove with cement mortar mixed with water fixing the pipe using metal straps wherever required iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. to its original condition.for passing the pipe line and reinstating all the damage iv) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant code Pipes and Fittings SDR-11 as per IS 15778.
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a)15 mm n.size
30
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b)40 mm n.size
10
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Providing and fixing CI Nahani Trap of self cleaning design with overall length 225mm, 75 mm outlet weighing not less than 6.5kg, having a minimum water seal of 50mm with grating on top including necessary 1:2:4 cement concrete for embedding the trap, finishing internal floor portion etc. complete conforming to IS:1729-Heavy quality Steel /CP Brass grating
3
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Providing laying or fixing in position under floors or against walls centrifugally CAST (SPUN) IRON SOCKET AND SPIGOT SOIL, WASTE, VENTILATION PIPES and fittings like bends, offsets, tees tappers, collars, connectors, plugs, shoes, etc. conforming to IS:3989, including cost of all fittings, jointing materials, joining with tarred spun (Jute) yarn and molten pig lead caulking the joints, including testing, painting with two coats of approved paint over a coat of primer etc. complete. 1) 100 MM
20
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Providing and fixing best quality WASH BASIN comprising:
(a) Table top Wash basin of size 410X410X150 with plain rims, comprising best Indian make Jaguar and equivalent wash basin white glazed, vitreous chinaware conforming to IS: 2556 Part IV supported on suitable wall brackets of heavy quality and of size mentioned above Jagur It no CNS-WHT-905 or equivalent
(b) Providing and fixing 32 mm n. b. heavy quality C. P. brass waste coupling with rubber plug C. P. chain of make Parryware/Hindware.
(c) Providing and fixing 32 mm C. P. brass heavy quality bottle trap
2
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Providing and fixing of URINALS, White glazed vitreous flat back urinal of size 355x340x535mm with all required fittings like connecter, heavy duty CP brass waste coupling, CP brass bottle trap , CI brackets etc. complete as directed by EIC. Make : Jaguar of approved equivalent.
2
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