Rehabilitation of NTW Distributory, BKW Distributory and SGR Minor of Bhakra Canal system under RWSLIP

Amount

Part - A (Earthwork) Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete.

Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork undressed with combined lead upto 50m.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork Kassi Work.

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.

Dressing of earthwork.

Watch & ward of irrigation channels per day for channels having any discharge, as per laid down conditions.

Supply of earth filled plastic cement bags stitched with sutali at the designated locations/ places excluding the cost of EC bag but including the cost of sutali.(Adding Cost of EC Bag)

Killa bushing for tightening and setting right section of channels.

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.for command area.

Carriage of Material (good earth) including loading, unloading without stacking for lead 1 km kachcha.

Part - B (Lining) Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In Bed). NTW DISTY

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In Bed). BKW DISTY

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In Bed). SGR MINOR

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In side slope). NTW DISTY

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In side slope). BKW DISTY

Single P.C.C Block Lining of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In side slope). SGR DISTY

Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m.In ordinary soil like sandy loam, soft clay etc (For Dowel Earthwork)

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size.NTW DISTY

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size. BKW DISTY

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size. SGR MINOR

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. NTW DISTY

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. BKW DISTY

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. SGR MINOR

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.

Part - C (VRB & DRB) Earthwork in excavation for foundation of structure complete with all lift , dewatering , centering and shuttering etc including refilling of trenches in 250mm layers, ramming , watering and disposal of surpluse earth with all lifts and lead upto 1000m exclusive of compensation of earth as per morth specification clause 301 to 305. Depth upto 3m.

Dismentling upto 1.5m in foundation and/or 1.5m above ground level including T & P and scaffolding wherever necessary,sorting the dismentled metarial, disposal of unserviciable material and stacking serviciable metarial within a lead of 1000 m ( Morth specification clause 2002)Dismentling brick/tile work in cement mortar.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] lime concrete, cement concrete grade M-10 and below.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Prestressed/ reinforced Cement Concrete grade M-20 & above (By Mechanical means)

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300.

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600:TMT Steel reinforcement.

Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 upto 5 metre height.

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1312.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.

Providing and fixing letters /borders from reflecting tape of approved quality in standard width of MoRTH specification clause 800 Providing and fixing letters.

Providing and laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH specification : clause 1000 & 2900.NP-3,1000mm Dia.

Supplying and fixing tar paper bearing over the pier / abutment cap as per MoRTH specification including overlap and wastage if any as per the direction of the engineer in charge.

Providing and laying Expansion Joint complete as per drawing and technical specification Providing and fixing 20mm thick compressible fibre board in expansion joint complete.

Earth work in embankement construction, side slopes etc. from already excavated earth in stockpiles including breaking of clods and dressing with all lead and lift but including watering and rolling:by manual means and Extra for watering the earth to bring the earth upto required O.M.C excluding rolling and Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density including watering with Field density not less than 95% of maximum dry density (Modified Heavy Proctor test).

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (For rural roads only) as per MoRTH specification clause 401 with all lead .

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.1 (63- 45mm) crusher broken with stone screening Type B.

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.2 (53-22.4 mm) crusher broken with stone screening Type B.

Collection of well-burnt/ slightly over burnt bricks of minimum strength 100. Kg. Per sq.cm. of size, for soling/ Edging with lead 5 Km.

Labour charges for laying brick edging up to 23 cm deep and up to 11.5 cm. wide according to approved brick size (to be specified) including digging of trenches, fixing of bricks in position, refilling and disposal of surplus earth etc. complete.

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant 40-60 TPH, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department) excluding cost of primer /tack coat [MoRTH Specification : Clause 504 &112] with all lead.of mix 1 km. For grading-2 (layer thickness 50-75mm) using 19mm maximum Nominal size aggregate as per Table 500-7 and minimum 3.40% bitumen by wt. of mix using bitumen grade VG-30.

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS) as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112. For 7.5Kg/10 Sqm.

Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.00 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112. For 2.75Kg/10Sqm

Providing and laying open graded premix surfacing/ carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with all lead for mix material. (MoRTH Specification : Clause 510 &112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means). with bitumen VG-30.

Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in hot mix plant and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means) with bitumen VG-30.

Part - D (Structures) Dismentling upto 1.5m in foundation and/or 1.5m above ground level including T & P and scaffolding wherever necessary,sorting the dismentled metarial, disposal of unserviciable material and stacking serviciable metarial within a lead of 1000 m ( Morth specification clause 2002)Dismentling brick/tile work in cement mortar.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] lime concrete, cement concrete grade M-10 and below.

Earthwork in excavation for foundation of structure complete with all lift , dewatering , centering and shuttering etc including refilling of trenches in 250mm layers, ramming , watering and disposal of surpluse earth with all lifts and lead upto 1000m exclusive of compensation of earth as per morth specification clause 301 to 305. Depth upto 3m.

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300.

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1312.

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600:TMT Steel reinforcement.

Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 upto 5 metre height.

Supplyand fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.

Providing laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with perfectly air and water tight including testing of joints as per MoRTH specification :Clause 1000 & 2900 :NP -3 600 mm dia .

Structural steel work in single section fixed with connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joist, flats, tees, angles and channels.

Part - E (WUA Building) Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. all kinds of soil.

P & L in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering = All upto plinth level, 1:3:6 ( 1 cement : 3 coarse sand : 6 Graded stone aggregate 20 mm nominal size).

Brick masonary with common burn clay F.P.S. ( Non Modular) bricks of class designation 7.5 in foundation and plinth with : Cement mortar 1:4 ( 1 Cement : 4 Coarse sand).

Brick masonary with common burn clay F.P.S. ( Non Modular) bricks of class designation 7.5 in Superstructure above plinth level up to floor five level in all shapes and sizes in : Cement mortar 1:4 ( 1 Cement : 4 Coarse sand).

P & L damp proof course with cement concrete grade M-150 ( 1:2:4) mortar prepared with 1 % solution of water proof compound including two coats of hot blown bitumen ( 2 Kg. per sqm.) complete as per specification with glass strip 3mm thick at a distance of 1 Mtr interval : 50 mm thick.

Centering and Shuttering with plywood or steel sheets including strutting , propping , bracing both ways with wooden members and removal of formwork for superstructure upto 4.5 mtr above plinth.

Providing and fabricating Reinforcement for RCC work includfing straightening ,cutting, bending ,placing in position and binding ( including cost of binding wire) allcomplete up to floor five level.

P & L in position specified grade of cement concrete for RCC structural elements up to floor five level including curing, compaction,finishing with rendenring 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. For beams ,suspended floors , roofs ,girders having slopes up to 15 , landings, balconies, shelves chhajjas, lintels , bands, plain windows sills , staircases, and spiral staircases etc. M 20 grade nominal Mix /Design Mix.

Precast terrazzo tiles of approved make, 22 mm thick with marble chips of size up to 12 mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30 mm thick bed of cement sand mortar 1:4. Dark shade using ordinary cement.

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

Pointing on brick or tile masonary in cement sand mortar 1:3 (1 Cement: 3 Sand) , Flush or ruled pointing.

P & F M. S. sheet single leaf door shutters in angle iron frame 35×35×5 mm suitably diagonally braced with 25×3 mm flat iron above and below lock rail of size 50×5 mm beading extra including all fittings , as per direction of engg. In charge but excluding coes of chokhats including two coats of anti corrosive red oxide primer paint. MS sheet 22 SWG. Add extra for double leaf shutters.

Providing and fixing steel gate ,grating and grills made of angles , tees , square bars , flats or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

P&F steel glazed doors, windows and ventilators shutters of standard rolled steel section joint mitred and welded with steel 13×3 mm lugs 10 cm. long embedded in cement concrete blocks 15×10×10 cm of 1:3:6 ( 1- Cement : 3- coarse sand : 6 - graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and fittings except neccessary hinges of pivots steel handles and peg stay etc. as required. Windows side hung.

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade: New steel work( two or more coats).

P & F Squre bars or other flat welded to window , ventilators etc.

P & F G.I. Pipes (Internal work) with G.I. fittings ( IS : 1239 Mark) & M.S. clamps including cutting and making good the walls and floors: 15 mm dia nominal bore.

P & F Bib Cock (IS : 8931 Mark) Superior quality of approved make : PVC heavy duty, 15 mm 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.

P & F WVC Foot rest (IS:2556 Mark) including cutting and making good the floor size 250×125×25mm.

P&F Low level Flushing Cistern of 10 ltrs 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. 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: 110 mm dia Reducer 110×75mm

Plain Tee

Socket Plug

WC connector bent type

Construction of soakage well in all types of soil of approved drawing, top 90cm portion in 450mm thick masonary with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3, Rathal, 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( IS : 12701 marked indicating the BIS license No,) of approved make with cover , 25 mm dia 1 m long G.I. Overfiow pipe and 25 cm long wash out pipe with plug & socket . Including placing on terrace (at all floors), making connection etc complete of approved design 500 litre capacity .

Electrical work 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) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. (Group-2)

Medium Point (upto 6 meter)

Long point (upto 10 meter)

Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. (Group-2) 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.

2 x 6.0 sq.mm

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. (Group-2) 40 A 63 A rating

6 A to 32 A rating

P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. (Group-2) 1200 mm sweep

P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). (Group-2)1 X 36 Watts with OCCB

P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). (Group-2)1 X 36 Watts with OCCB

SCC Infrastructure Pvt. Ltd

M/S Shree Karni traders

Maya Construction Co. Pvt. Ltd.