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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance kindly find attachment |
| 2 | L2₹2.6 Cr+₹10.0 L (3.94%)Accepted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | ₹2.6 Cr+₹10.0 L (3.94%) | L2 | Accepted-Finance kindly find attachment |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
14 Feb 2024, 6:00 pmClosed
Superintending Engineer WR Circle Udaipur
Office of The Superintending Engineer WR Circle Udaipur
Rehabilitation of Neemjhar Irrigation Project, District Rajsamand
2023_WRDAS_376980_1
Se Nit 20/2023-24
Open Tender
Civil Works
Item Rate
Deogarh
Please refer tender documents
3 documents required · 3 mandatory
₹5,000
Executive Engineer WR Division Rajsamand
₹4.8 L
Udaipur
11 Mar 2024
14 Dec 2023
15 Feb 2024
15 Dec 2023
14 Feb 2024
15 Dec 2023
2 Feb 2024
Amount
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (b) Thick , as per WRD BSR 2022 Chapter 18 Pg No.91, item 1(b)
Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department as per WRD BSR 2022 Pg no. 91 Chap 18 item 2(a, b)
7.5 cm to 15 cms girth
Over 15 cms to 30 cms. Girth
Dressing of uneven embankment in required profile as per WRD BSR 2022 chapter 5 pg no. 15 item 23
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts. As per WRD BSR 2022 Chapter 5 pg no. 16 Item 33
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. As per WRD BSR 2022 Pg no. 9 chap-17, item-6
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm as per WRD BSR 2022 Pg no. 24 Chap-8, item 1b
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 12 mm as per WRD BSR 2022 Pg no. 24 Chap-8, item 1c
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:12mm as per WRD BSR 2022 Pg no. 24 Chapter-8, item 2b
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm as per WRD BSR 2022 Pg no. 92 Chapter-18, item 17-a
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. As per WRD BSR 2022 Pg no. 90 chapter 17, item-2
Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. As per WRD BSR 2022 Pg no. 90 chapter 17, item-3
Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto (For mix design Cement content considered 320 kg/ cum of concrete) 20 mm as per WRD BSR 2022 Pg no. 27 Chapter 9, Part-A item 1-d
Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20mm as per WRD BSR 2022 Pg no. 27 Chapter 9, Part-A item 2d
Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985) as per WRD BSR 2022 Pg no. 36 Chapter 10, item9-b(ii)
Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Plain bars (IS :432-1982) as per WRD BSR 2022 Pg no. 36 Chapter 10, item 9-b(i)
Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish) as per WRD BSR 2022,Chapter 10 pg no.35 item 3
Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. as per WRD BSR 2022 chapter 12 pg no. 46 item 25 a
Making standard type cement gauge including engraving letters and painting including scaffolding etc Sluice as per WRD BSR 2022 Chapter 18 pg no.92 item 11
Painting standard type gauge with black, red and white un-washable paints including cost of material as per WRD BSR 2022 Chapter 18 pg no.92 item 12
Providing and fixing stainless steel 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 & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab 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.). Grade 204 As per PWD BSR 2022 Chapter B-16 pg no.195 item 16.56(b)
Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sand mortar 1:3 as per WRD BSR 2022 chapter 8 pg no. 25 item 13 a
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (a) Ordinary as per WRD BSR 2022 Chapter 18 pg no. 91 item 1a
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto1.5 m including dressing of excavated area and dewatering wherever required complete in all respect B. Hard Dense Soil as per WRD BSR 2022 Chapter 5 Part A pg no. 12 item 1b
Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of (i) at least 95% of Standard Proctor's density. as per WRD BSR 2022 Chapter 5 Part B pg no. 15 item 18 b(i)
Watering of earth including cost of carriage of water when source of water is upto 1 km as per WRD BSR 2022 Chapter 5 Part B pg no. 15 item 28 a
Construction of earthen dowel 0.50m top width and 0.40m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift. as per WRD BSR 2022 Chapter 5 Part B pg no. 15 item 22
Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30 cms having (i)Unlined section as per WRD BSR 2022 Chapter 5 pg no.13 item 7 b(i)
(ii)Lined section as per WRD BSR 2022 Chapter 5 pg no.13 item 7 b(ii)
Preparation and dressing the sub grade including removal of irreguarities up to 7.50 cm in soil, morrum, mixed with pebbles, small boulders and kankar & murrum for :Bed as per WRD BSR 2022 Chapter 9 Part B pg no. 30 item 14 a
Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. as per WRD BSR 2022 Chapter 9 Part B pg no. 32 item 34
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. b) In Cement Mortar as per WRD BSR 2022 Chapter 17 pg no. 90 item 5 b
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Super Structure including curing all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 As per WRD BSR 2022 Chapter 7 Part A pg no. 21 & 22 item 1c & 8a
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5 as per WRD BSR 2022 Chapter 7 Part A pg no. 21 item 1c
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m as per WRD BSR 2022 Chapter 5 Part A pg no. 14 item 15 ,15.1 (i)
Making grooves as per design in plaster 10 mm to 20 mm wide. As per WRD BSR 2022 Chapgter 8 pg no. 24 item 9
Supplying, laying & spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete. As per WRD BSR 2022 Chapter 9 Part B pg no.33 item 39
Add extra over items of cement plaster / cement concrete / cc lining / cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts. As per WRD BSR 2022 Chapter 18 pg no.92 item 20
Dismantling cement concrete lining 7.5 cm thick including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.50 cm as per WRD BSR 2022 Chapter 17 pg no. 90 item 9b
Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated prefabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per second & engraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete. as per WRD BSR 2022 Chapter 18 pg no.95 item 40 e
Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter as per WRD BSR 2022 Chapter 5 Part C pg no.16 item 30
Centering and shuttering for slabs, beams, lintels Columns, trough withor without caps and base including propping and remove. As per WRD BSR 2022 Chapter 10 pg no. 35 item 2
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:3 (Masonry work in superstructure) As per WRD BSR 2022 Chapter 7 Part A pg no. 21 & 22 item 1c & 8a
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:3 As per WRD BSR 2022 Chapter 7 Part A pg no. 21 item 1a
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (150mm - NP3) as per WRD BSR 2022 Chapter 18 pg no. 93 item 28 a
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (600mm - NP3) as per wrd BSR 2022 Chapter 18 pg no. 93 item 28 f
Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.As per WRD BSR 2022 Chapter 5 Part A pg no.14 item 13
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (As per PWD BSR, chap-B-1, Item no 1.8)
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate, 20mm nominal size). (As per PWD BSR, chap-B-3, Item no 3.1, 3.1.4)
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks, Cement mortar 1 : 6 (1 cement : 6 coarse sand) (As per PWD BSR, chap-B-5, Item no 5.1, 5.1.2)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (As per PWD BSR, chap_B-5, Item no 5.2, 5.2.2)
Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification. 50mm thick. PWD BSR, Ch B-3, Item no 3.7, 3.7.1
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (As per PWD BSR, Item no 4.10, 4.10.2 ) Chap No B-4
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS : 1139). (As per PWD BSR , Item no. 4.13, 4.13.2) Chap no B-4
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. PWD BSR Building , Ch B-4, item 4.1
P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete size 600 mm X 600 mm PWD BSR Building , Ch B-7,item 7.18, 7.18.2
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12 mm thick.PWD BSR Building Ch B-12, item 12.2, 12.2.3
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. PWD BSR, Ch B-12, item 12.30, 12.30.1
Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint, M.S. Sheet 22 SWG (0.63 mm thick) .(As per PWD Building, Item no 9.17) chap no B-9
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung /Ventilators top or centre hung (openable). PWD BSR, Chapter B-9 item 9.19, 9.19.3
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work , As per PWD BSR, chap no -B-12 , Item 12.54, 12.54.1
Providing and fixing Square bars or other flat welded to window, ventilatiors etc. PWD BSR, Ch B-9, item 9.27
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 15 mm dia nominal bore.'B' Class. PWD BSR, Ch S-2, item 2.1, 2.1.1
P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 gm,15mm nominal bore. (As per PWD BSR, Chap S-2, Item 2.7, 2.7.1
P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15mm nominal bore. PWD BSR, Ch S-2, item 2.8, 2.8.1
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore. PWD BSR, Ch S-2, item, 2.15, 2.15.1
P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 510 mm. PWD BSR Building, Ch S-1, item 1.1, 1.1.2
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231. PWD BSR, Ch S-1, item 1.20, 1.20.2
P & F rigid PVC pipe (IS: 4985 mark) class 2 (4 Kg./Cm.) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. PWD BSR, Ch S-3, item 3.16, 3.16.3 + 3.16.2
110 mm dia
75 mm dia
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: PWD BSR, Ch S-3, item no. 3.17
Reducer 110mm (3.17.2)
Plain Tee 110 mm (3.17.3)
Bend 110 mm (3.17.9)
Socket Plug 110 mm (3.17.13)
WC connector bent type (3.17.17)
Construction of Soakage well in all types of soil of approved drawing, top 90 Cm. Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr. Inner dia 90 cm & 10 to 12 mtr deep. PWD BSR, Ch S-3, item 3.24, 3.24.1
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 Litre , PWD BSR Chap no S-2, Item no 2.26, 2.26.5
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR . As per PWD ELE BSR 2022 Item
Short Point (upto 3 meter) (E01 item no 1.1.1)
Medium Point (upto 6 meter) (E01 item no 1.1.2)
Long point (upto 10 meter) (E01 item no 1.1.3)
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR.As per PWD Electric bsr 2022
2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. (E04 item no 4.1.19)
2 x 6.0 sq.mm (E04 item no 4.1.16)
Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR.As per PWD Electric bsr 2022
40 A rating(E06 item no 6.1.2.3)
6 A to 32 A rating (E06 item no 6.1.2.2)
Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .As per PWD Electric bsr 2022
1200 mm Sweep BEE 2 Star rated (service value >=4.5 to< 5 ) (E15 item no 15.7.2)
Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tube including side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .As per pwd electric bsr 2022
Suitable for 4' LED Tube shape fixture for double rod (E17 item no 17.11.3)
Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing .As per pwd electric bsr 2022 (E17 item no 17.2.1)
Add extra for earth taken from private land with all lead and lift, land to be arrangged by contractor through private negotiations. Item applicable on certification by E.E. that no Government land is available with 250 meters from borrow area. As per WRD BSR 2022 Chapter 5 Part B pg no. 16 item 29
M/S MAHADEV CONSTRUCTION CO.
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