Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Telecommunication Services
Eprocure
Opening Date19 Jan 2024
Closing Date10 Feb 2024
Tender Amount₹ 3,95,00,000
Costs
EMD
₹ 7,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NFC_791171_1Bid Award Id
ViewTender No
NFC/UTLS/NEFTF/Yard Piping/2023/NITTender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Carbon Steel / 300 mm NB / Sch 40
50
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Carbon Steel / 250 mm NB / Sch 40
25
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Carbon Steel / 200 mm NB / Sch 40
780
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-
Carbon Steel / 150 mm NB / Sch 40
750
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-
Carbon Steel / 100 mm NB / Sch 40
1170
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-
Carbon Steel / 80 mm NB / Sch 40
200
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-
Stainless Steel / 80 mm NB / Sch 5s
520
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-
Stainless Steel / 50 mm NB / Sch 5s
275
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Galvanized Iron / 50 mm NB / Heavy
300
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Supplying and fixing of various valves as described in the following conforming to relevant standards along with matching companion flanges with suitable bolts nuts, washers, fixing of flanges to pipe, aligning, testing and painting complete as directed. (1) Gate Valves: Cast Carbon Steel (A-216GR. WCB) gate valve of Class-150 to API-600, Outside Screw, Yoke Type, Rising Stem with Back Seat Arrangement. Bolted Bonnet, 13% Cr. S.S. (AISI-410) Trim. Solid Wedge. Flanges as per ANSI-B 16.5 Class-150. Raised Face. Body Test Pressure 30 Bar Gauge, Seat & Back seat 22 Bar Gauge.Max. of Makes: Audco/Leader/BDK/L&T (2) Full Bore Taper Plug Valves: Design: API 6D, ASME B16.34, Flanged Ends conforming to ASME B16.5, Pressure Rating: Class 150, Body: A 216 Gr. WCB, Plug: A 216 Gr. WCB + Case Hardening, Stem: Alloy Steel conforming to ASTM A322 4140, Gear Unit: Worm type, Bolting: A 193 Gr. B7/A 194 Gr. 2H of Makes: Audco/Leader/BDK/L&T (3) Two Piece Ball Valve: Two piece full bore ball valve; Pressure Rating: Clss 150; Flanges: ANSI B 16.5, Class-150, Raised face; Body & Connector: ASTM-A-351, Gr. CF8M; Ball/Gland: ASTM A182 Gr. F316; Stem: SS17-4 PH; Seat/Body Seal/Stem Seal: Carbon filled PTFE/RPTFE/Graphite; Gland packing: Carbon filled PTFE/ Graphite; Body studs/ handle/nuts/fasteners: AISI SS 304 or SS 316; Face to face as per ANSI B16.10 of Makes: Audco/Leader/BDK/Hawa/L&T (4) Swing Chek Valve: Cast Carbon Steel (A-216GR. WCB) swing check valve conforming to BS 1868 (Class 150), Disc: Carbon steel (ASTM A216 Gr. WCB + 13% Cr. Steel), Body seat ring: Carbon steel (WCB/A105 with SS to 13% Cr facing or SS to 13% Cr), Gasket: Stainless steel + Graphoil / ASTM A308, Flanges to ASME B16.5 150# with bolted cover and renewable seat. Body test pressure: 30 bar & Seat test pressure: 22 bar of Makes: Audco/Leader/BDK/L&T (5) Strainer: Y Type Cast Steel Strainer; Pressure Rating: Class 150; Flanges: ANSI B 16.5, Class-150, Raised face; Body & Bolted Cover: ASTM A 216 Gr WCB; Screen: SS 316 of mesh 40; Flanges as per ANSI-B 16.5 Class-150. Raised Face. Body Test Pressure 30 Bar Gauge seat & Back seat 22 Bar Gauge.Max. of Makes: Audco/Leader/BDK/Hawa/L&T Documents to be submitted: Original manufacturer's test certitificates of the valves supplied.
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Gate Valve / 400 mm NB
2
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-
Gate Valve / 250 mm NB
3
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-
Gate Valve / 150 mm NB
23
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-
Gate Valve / 100 mm NB
10
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-
Gate Valve / 80 mm NB
3
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Taper Plug Valve / 200 mmNB
5
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Taper Plug Valve / 150 mmNB
3
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Ball Valve / 80 mm NB
3
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Ball Valve / 50 mm NB
3
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Swing Check Valve / 150 mm NB
10
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Y Type Strainer / 150 mm NB
5
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Wrap coating of buried lines: Coating and wrapping of the pipe lines (including fittings) consisting of one coat each of coal tar primer, cold wrap of impregnated fibre glass, of suitable width and with minimum 4 mm thick, of make M/s PIPEKOTE / RUSTFREE, including thermofusioning of polyethelene layer of coat using thermo torch, seal coating & overlapping not less than 25 mm, including cleaning pipes etc., complete as directed and specified.
355
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-
Excavation in Trenches in all soils except soft and hard rock upto depths mentioned below from average ground level dressing the base to the required levels including dewatering if necessary and back filling in trenches and plinth with approved excavated earth in layers not exceeding 250 mm levelling, watearing and consolidating and disposing the surplus earth within a distance of 50 m complete as directed.
-
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up to 1.5m depth
310
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Cement concrete 1:4:8 using Portland Cement conforming to BIS 1489/8112 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), river sand and graded stone aggregates of 40 mm maximum size at and at all depths below plinth level including consolidation, finishing, curing, etc., complete but excluding form work as per specifications for mud mat of foundations, equipment foundations, pedestals, masonry walls, Trenches etc.
10
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Cement concrete 1:2:4 grade using Portland Cement conforming to BIS 1489/8112 (M/s.ACC,Ultra Tech, Raasi, Birla, Cormandal, M/s. Andhra Cement Ltd., KCP), river sand and graded stone aggregates of 20 mm maximum size at and at all depths below plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., for pedestals but excluding form work as per specifications.
70
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Structural steel work with standard section like MS angles, flats, joists, channels, etc., at all levels below/above ground/ plinth level including supply the steel sections conforming to IS:2062 (Vizag Steels/Tata/Sail) transporting, cutting, fabricating using welding/bolts, weld rods (D & H, Advani, Philips) and /or bolt and nuts from approved source, erecting and fixing in position using derricks/pullies or any other suitable means, etc., including painting with two coats of PU Enamel paint make, over one coat of approved and suitable /compatible primer of Asian Paint, Berger, Johnson and Nickelson, Pedilite, Nerolac make approved shade, cleaning the sections by suitable means, etc., complete for pipe support horizontal and vertical trustles, brackets, etc., all as per specifications and as directed by the Engineer-in charge. Sample to be tested for its mechanical and chemcial properties at a MSME laboratory.
55
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Dismantling/breaking the existing bitminous surfaces road carefully to the required size, including removing, solling, WMB road, stacking useful matearials at the locations shown and disposing of debris with in a distance of 50 m etc., as specified and directed.
3
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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.
3
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Form Work: Providing centering and shuttering using steel shuttering plates at all depths and heights below and above plinth level, vertical, horozontal, inclined including strutting,proping using steel pipes/acros staging, 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 and all shuttering surfaces coming in contact with concrete etc., complete as directed.
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Columns/Pedestals at all elevations using steel shuttering
360
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Removing of existing damaged/corroded , unserviceable M.S/ pipe lines by unscrewing / cutting and transporting to the site shown as directed by Engineer in-charge.
-
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MS ERW / 150 mm NB
100
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MS ERW / 100 mm NB
100
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MS ERW / 80 mm NB
190
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SS / 50 mm NB to 25 mm NB
500
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Lead charges including loading/unloading, stacking, disposable earth by mechanical transport for lead exceeding 500 m but not exceeding 1 km.
120
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