Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Eprocure
Opening Date15 Apr 2024
Closing Date26 Apr 2024
Tender Amount₹ 4,96,00,000
Costs
EMD
₹ 9,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NFC_803864_1Bid Award Id
ViewTender No
ZC/NFC/CIVIL/809/2024Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Biddocument6GeneralSafetyInstructionstoBidders
BOQ Items
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Girth from 601 to 1200mm.
5
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Earth work in excavation in all soil other than soft and hard rock by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and all lift, as directed by Engineer-in-charge.
300
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Earth work in excavation in all soils except soft and hard rock by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil and as directed by engineer in charge. , within a lead of 50 m.
700
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Earthwork in surface excavation in all soils (not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm in plan) and including disposal of excavated earth up to 50m and 1.5m lead disposed earth to be levelled & neatly dressed, with all lead and lifts including all material, Labour, tools and plants etc., and as directed by engineer in charge..
4500
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Lead charges for the 1 KM 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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For soil for 1KM lead.
1000
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For Debris 1Km lead
2000
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Close timbering in foundations and trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
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Depth not exceeding 1.5 m
100
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Depth exceeding 1.5 m but not exceeding 3 m
50
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
2500
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Dewatering underground water or continous seeping water using suitable pump/or pumps of required capacity for pumping out seepage water or mud water including all equipment , manpower, drain pipes, cleaning the area complete as specified and directed. NOTE :- This item will be measured and paid only if continous pumping of inflow water is to be performed for more than an hour in one go and min capacity of pump shall be 5Hp.
2000
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CONCRETE WORK
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Plain Cement Concrete 1:3:6 mixing using Weigh Batching or RMC using Portland Slag Cement conforming to conforming to IS 455 Latest Edition (M/s. ACC, Ultra Tech,Chettinadu, Coramandal, KCP) with crushed 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, for mudmat, plinth protection, storm water drains, coping etc. complete as specified and directed. Note: GGBS Pozzalanas should not be more than 50% of weight of cement and is of mixed at cement manufacture unit only.
590
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Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Mix of Grade M - 30 (Minimum Cementitious Content not less than 350 Kg/CuM) in below and above plinth level using using Portland Slag Cement (PSC) conforming to IS 455 Part-1 (M/s. ACC, Ultra Tech,Chettinadu, Birla, Coromandal, , KCP make) with crushed sand and graded stone aggregates of 20mm/ 6mm 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 as specified and directed. NOTE:- GGBS Pozzalanas should not be more than 50 % of weight of cement specified in the code and is of mixed at cement manufacture unit only
500
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Extra for adding "EPCO KP-200" of Krishna Conchem Products Pvt. Ltd. or its approved equivalent corrosion inhibiting admixture to the concrete at the rate 2 kgs per cubic meter of concrete or as specified by the manufacturer This admixture is to be added into wet concrete during mixing operation as per the manufacturer’s specifications and as directed.
1000
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Providing two coats of approved best quality Anti-corrosive Bitumen based paint confirming to IS:9862 over one coat of compatible primer of M/s Shalimar product or approved brand on exterior surfaces of underground concrete surfaces of structures below plinth including preparing the surfaces, filling, cleaning, etc., complete as per manufacturers specifications and as directed for all surfaces of structural members below ground .
800
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, including the cost of centering, shuttering and finishing with Brocken glass at top: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
35
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Providing centering and shuttering using steel shuttering plates 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 of CEMOL on all shuttering surfaces coming in contact with concrete etc., complete as directed. The rates quoted are applicable upto a height of 25m
2500
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REINFORCEMENT & STRUCTURAL STEEL
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Supply, fabrication and erection of Reinforcement bars of grade Fe-500D for Reinforced cement concrete items at and at all depths and heights below and above plinth level with high yield strength deformed bars confirming to IS 1786 with TM Treated steel of Tata, Vizag,Sail 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.
62
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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 IS 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.
3
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Providing and fixing concertina fence of M/s. Armstrong wires or any approved equivalent of dia 1045mm dia stretched to length of 8 m over iron angle posts using two lines of RBT (Reinforced Barbed Tape) with supporting wire supporting wire of material same as concertina coil, with a coated corrosion free paint,having stretched to requisite coil and weight 8.25 kgs including transporting to the site tying to the supporting system with necessary clamps, clips etc., complete as directed by the Engineer-in-charge. Note: length of Concertina fence linealy measured for payment of stretching coil the extent of manufacturer'c specifications.
200
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STONE MASONRY AND BRICK MASONRY :
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Random rubble stone masonry using approved local stones in foundations/ pedestals and plinth at and at all depths/heights below and above plinth level in cement mortar 1:6 bond stones, curing, etc., using crushed sand of grade conforming to BIS 2116, complete as specified and directed.
500
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Brick work using quality flyash (non modular) cement bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 using crushed 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.,
50
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Cement plastering 15 mm thick for internal and external walls in cement mortar 1:4 finished smooth 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, structural grooves if necessary, steel/tubular scaffolding, curing, etc., complete as directed.
250
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ROAD WORK
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Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavatopr/approved means at OMC and compacting with suitable means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: ( Payment will be made based on levels for finished item of work).
1030
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Providing , laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam(WMM) specification including premixing the material wiith water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired dencity, complete as per specifications and directions of Engineer - in - Charge.
750
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Providing and applying Prime Coat with bitumen emulsion confirming to IS:8887 (Medium Setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.4 Kg/Sqm using emulsion pressure distributor etc., complete for finished item of work as per MoRTH Specification etc., complete as specified and directed.
2400
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Providing and applying Tack Coat with bitumen emulsion (Rapid Setting) Bulk using Emulsion as per IS : 8887 pressure distributor at the rate of 0.4 Kg/Sqm on prepared bituminous/Granular base including cleaning of road surface and spraying emulsion using emulsion pressure distributor work etc., complete for finished item of work as per MoRTH Specification etc., complete as specified and directed.
11500
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
50
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge required compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
550
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Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc.
complete.
300
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
200
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Providing and fixing Glow studs of size 100X20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
550
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
4500
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Supply and laying of Dry stone pitching 225mm thick hard stone laid in courses and required profile with hammer dressed stones including preparing the bedding surface etc. all complete as specified and directed.
1500
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Providing Flush / Ruled/ Struck /raised or weathered pointing pointing on stone work or flooring with cement mortar 1:3 (1cement : 3 fine sand) etc. all complete as specified and directed for drain pitching etc.
2000
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Painting with 2 (two) or more coats of Special Synthetic enamel paint Asian/Berger/ Nerolac and of required shade for kerb stones, etc., over cement primer or existing apinted surfaces of specified make above including cleaning and preparing the surfaces, removing the earth by excavation wherever required, providing necessary barricades, caution boards, removing the barricades and caution boards after painting etc., complete all as directed.
2000
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DISMANTLING
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Dismantling/breaking of Bituminous road surfaces including WBM/GSB/Solling surfaces 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.
2400
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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.
100
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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 structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats, 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
2000
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Taking out existing CC interlocking paver blocks including bushes if any from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
4500
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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 50m etc., complete as specified and directed,
320
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