Rehabilitation of Ogna Minor Irrigation Project District Udaipur

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

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers(before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller /pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and unloading wherever required complete in all respect.With initial lead of 250 m

Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m

Compaction of earth or highly weathered strata By mechanical equipment such as sheepfoot roller / pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor's density

Watering of earth including cost of carriage of water when source of water is up to 1 Km

Dressing of uneven embankment in required profile on main dam WRD BSR 2022 chap. 5 part B item 23

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. For Hard/dense soil.

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.

Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter (Broken ballast 20 to 40 mm size)

Stones for soling, boulder for rock toe, toe drain, rock fill etc. not less than 15 cm in any direction including all lead and lift.

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

Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.

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 mmUpto initial lift of 5 m

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. (Rate of work with all materials)

Making standard type cement gauge including engraving letters and painting including scaffolding etc Sluice

Painting standard type gauge with black, red and white un-washable paints including cost of material

Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.

Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. Add Extra if I/rail section is used PWD BSR CH9.1 +

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.

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. Ordinary

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 30cms having (Lined section)

Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in respect of Earth / Soil

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar &murrum for (A)Bed

(B)side slope

Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.

Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of dewatering wherever required. In Cement Mortar

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

Masonery work in superstructure . Add extra over item no . 1 to 7 for

Making grooves as per design in plaster 10 mm to 20 mm wide.

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 WRD BSR 2022 chap. 18 item 17(a)

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.

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.

Dismantling cement concrete lining including disposalof material within 50 m lead, inclusive of de-watering wherever required of thickness 7.50 cm

Supply and fixing at site (except civil work required)for accurate measurement of flowing water throughchannels of calibrated prefabricated fibre-glass reinforced plastic (FRP) moulded cut throat flumewithout 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.At RD. 60 Up to 15 cusec,5 mm thick

Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.

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 ( 1cement : 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) 150 mm

Centering and shuttering for slabs, beams, lintels Columns, trough withor without caps and base including propping and remove

Side shuttering including propping etc. complete (to achieve finish F 2 for : Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

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))

Providing and Laying in position of Cement concrete Design mix M-30 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 thejoints excluding the cost of centering,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 428 kg/ cum of concrete) 20mm

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials

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. NP3 (Note: In BSR rate of 100mm dia pipe not given so we have taken 150mm dia's rate) (A)150 mm NP-3(7m pipe length/outlet)-5 Nos

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. NP3 (Note: In BSR rate of 100mm dia pipe not given so we have taken 150mm dia's rate) (A)150 mm : Labour Charges only

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

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. : (a) Soft / Disintegrated rock

(b)Hard rock not requiring blasting

(c)Phylite rock requiring nominal blasting

(d)Hard rock requiring blasting

Drilling holes of 35 mm diameter for anchor rods Upto 1.50 m. depth

Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

Preparation of foundation of structure including removal of all loose stones, silt and final washing By manual labour

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 C:M-1 :3 (A)For Foundation

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) Up to 5.0 meter height

Add extra over item 9.1 to 9.7 for each subsequent height of 3.0 m or part there of above initial lift of 5.0 m from ground level. (Upward and downlward)

Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement in foundation draft beams, colums base stilling basins, uckets, sprons etc. (Non suspended horizontally laid mass concrete)

Supply & fixing 6 mm thick PVC water seal of approved quality in construction/contraction joint as per drawingcomplete in all respect. 305mm wide

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasketfor hume or spun yarn & neatly finishedwith rich grout of cement mortar 1:3 perfectly air tight including testing of joints.600 mmDia

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.

Plaster in cement sand mortar 1:4 includingracking of joints, smooth finishing & curingetc. complete including all leads of allconstruction materials of thickness:12 mm

Supply and fixing at site (except civil work required)for accurate measurement of flowing water throughchannels of calibrated prefabricated fibre-glass reinforced plastic (FRP) moulded cut throat flumewithout any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowingflume accurate in dimensions and having accuracy of +1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, withengraved gauge marking in cm and litre per second &engraved discharge table showing calculationdischarge variation at every 0.10 cm and flow measured at submerged condition etc. complete in allrespect. The flumes shall consist from M.S. pipe frameembaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatmenton the back side of flume etc. complete.At RD. 90 Up to 3 cusec, 3 mm thick

Supply and fixing at site (except civil work required)for accurate measurement of flowing water throughchannels of calibrated prefabricated fibre-glass reinforced plastic (FRP) moulded cut throat flumewithout any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowingflume accurate in dimensions and having accuracy of +1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, withengraved gauge marking in cm and litre per second &engraved discharge table showing calculationdischarge variation at every 0.10 cm and flow measured at submerged condition etc. complete in allrespect. The flumes shall consist from M.S. pipe frameembaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatmenton the back side of flume etc. complete.At RD. 120 Up to 2 cusec, 3 mm thick

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness 7.5 cm

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal slope of thickness 7.5 cm

Providing and laying under drainage below canal lining consisting of porus concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300 mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand.

Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.

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 waterflowing flume accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside graycolour, 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.At RD. 220 Up to 12 cusec,5 mm thick

Providing, lowering, laying, aligning, fixing in position and jointing in trenches. Ductile Iron(DI) ISI marked K-7 grade S&S pipes as per IS: 8329-2000 (amended up to date) with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS:5382- 1985 including all taxes(central and local), transportation and freight charges,inspection charges, loading/unloading charges stacking of pipes including cost of labour and material special (T-bend etc.) satisfactorily hydraulic testing, disinfection etc complete as per technical specification and direction of engineer incharge (excluding earthwork ).600mm dia

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.Hard soil mixed with kanker/boulders,morrum

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m 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

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).

Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth withbricks, Cement mortar 1 : 6 (1 cement : 6 coarsesand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in: Cement mortar 1 : 6 (1 cement : 6 coarse sand)(As per PWD

Providing and laying damp-proof course with cement concrete grade M-150 (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.

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).

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.

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

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12 mm thick.

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing.

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 anitcorrosive red oxide primer paint, M.S. Sheet 22 SWG (0.63 mm thick) .

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).

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 ,

Providing and fixing Square bars or other flat welded to window, ventilatiors etc.

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.

P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 gm,15mm nominal bore.

P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.

P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore.

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.

Supplying of Vitreous china foot rests 250x125x25 mm

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.

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 (A)110 mm dia

(B) 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: (A)Reducer 110mm (3.17.2)

(B)Plain Tee 110 mm (3.17.3)

(C)Bend 110 mm (3.17.9)

(D)Socket Plug 110 mm (3.17.13)

(E)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.

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 ,

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

Medium Point (upto 6 meter) (E010102)

Long point (upto 10 meter) (E010103)

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.2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. (E040119)

2 x 6.0 sq.mm (E040116 )

Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with 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. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 40 A rating (E060113)

6 A to 32 A rating ( E 060112)

Providing & Fixing of BEE star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirments laid down in IS:374-2019, Including all amendments ,as applicable & carry BIS licecsing (ie ,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 .(E150701) 1200 mm Sweep BEE 2 Star rated(service value >=4.0 to< 4.5 )

Providing & Fixing of energy efficient/energy saving IP 20 LED direct retro fit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/watt output ,pf0.95 ,CRI>70,minimum life time of minimum 25000 burning hours with,70% of initial lumen maintaned till life ends,CCT 30000 K /40000 K/57000 K/60000 K /65000 K(As per ANSI Bin), maximum power consumption should not more than the specified rating and Fixture shall be of BIS standered and trade mark certificate (T.C.). Manufatures word mark/Name ingraved/ Embossing /Screen printing on housing.OEM must have its own in house NABL lab setup for all testing facilites for LED fixtures.(LM79/LM80) certificate/report from OEM shall be submitted.All as per approved by engineer in charge.for additional technical parameters of product/work,refer Annexure"A" attached with this BSR .Suitable for 4' LED Tube shape fixture 2 X 18/20W (E170905)

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all constructionmaterials, 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 aggregateof maximum size upto 20mm.

Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3) over base plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing etc. including all leads of construction materials complete as per specifications.

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: 6 mm