Rehabilitation of Sripur Minor and Iklehra Sub-minor of Gurgaon Canal System District Deeg

Amount

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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. Thick

Ploughing and picking of surface of old embankment

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 (b)Hard / dense soil

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 vibro compactor, vibro sheep foot roller, 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 un-loading wherever required complete in all respect.(a) with initial lead of 250 m. Deduct in above item if standard protector's density to be achieved is at least 95%.

Earth work in rough (borrow area) excavation for embankment 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 sheeps foot roller/pneumatic tyred roller to obtain dry density at least 98% of standard procter density with initial lift of 1.5m.with initial lead of 250 m . (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. Deduct in above item if standard protector's density to be achieved is at least 90%.

Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect not exceed 20 cm

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

Compaction of earth or highly weathered strata(a) 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

Compaction of earth or highly weathered strata by manually or plain roller. (density 90% of Proctor)

Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect

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 : Bed

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

Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading & transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications. in Bed

Providing and laying canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading & transportation of blocks from manufacturing site to lining site. Single tile lining consisting of 12 mm thick cement mortar (1:6) plaster on sub-grade, 12 mm thick sandwich plaster in cement mortar (1:5) over sub grade & 50 mm thick tile lining in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing, all leads of all construction materials, curing charges and machinery charges with mixture vibration etc., complete as per technical specifications. in side.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, 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 20 mm

Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, 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 20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counter fort ,abutment, wing wall up stream or down slope fcing of dams and open faces of construciton joints

Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted.

Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone)

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.

Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate position indicator, plumber block, couplings with all required accessories for operating Head/cross/ escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel 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.

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 all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5

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 superstructure including curing all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 add extra over above item for masonry work in superstructure.

Plaster in cement sand mortar (1:4) including racking of joints, smooth finishing and curing etc. compete including all leads of all construction materials compete of thickness 20 mm.

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

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. NP2 150 mm

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). Well graded crusher broken stone aggregate of maximum size upto (d) 20 mm

Providingand laying Precast reinforcedcement concrete Box culvert section of M-40 grade designed for 'AA' class loadingas per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking fromIIT / NIT / Government Engineer College complete in all respect as per specifications.Size 2.00 M x 2.00 M

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.(ii)Tor or ribbed bars (IS :1786-1985)

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:(b)50mm

Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above; Kassi work undressed.

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

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining 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 Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. On bed including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining 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 Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.50 M including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 M. All kinds of soil. (As per PWD HMH BSR 2022 , 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 Stone Aggregate 20 mm nominal size ].(As per PWD Building BSR 2022 , Item no 3.1.4)

Brick work with common brunt clay FPS Non modular bricks of class designation 75 in foundation & plinth cement mortar 1:6 (As per PWD Building BSR 2022 HMH, Item no 5.1.2)

Brick work with common brunt clay FPS Non modular bricks of class designation 75 in super structure above plinth level upto floor 5 level in all shapes and sizes in cement mortar 1:6 (As per PWD Building BSR 2022 HMH, Item no 5.2.2)

P & L damp proof course with cement concrete grade M-15 mortar prepared with 1 % solution of water proof compound including two coats of hot blown bitumen ( 2 Kg. per sqm.) complete as per specification 50 mm thick.PWD Building BSR 2022,Ch B-315 Item no 3.7.1

Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propes and removal of form work for upto floor five level , for suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands coping bed plates, anchor blocks, sills, chhajjas, lintel, beam etc.(As per PWD Building BSR HMH 2022 , Item no 4.10.2 ) Chap No B-4

Providing and fabricating reinforcement for R.C.C. work including straightening, cuting, bending, placing in position and binding ( Including cost of binding wire ) all complete up to floor three level. Hot rolled deformed bars( IS 1139 ) .(As per PWD Building BSR HMH 2022 , Item no 4.13.3) Chap no B-4

P & L in position specified grade of reinforced cement concrete including curing compaction finishing with rendenring in cement sand mortar 1:3 ( 1-Cement : 3-Coarse sand ) and making good the joints excluding the cost of centering , shuttering and reinforcement. All work upto plinth level : M20 ( stone aggregate 20mm nominal size). PWD BSR Building 2022 Ch B-4,item 4.1

P & F 1st quality Vitrified 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 2022 Ch B-7, item 7.18.2

Plaster on new surface on walls in cement sand mortar 1 : 4 including raking of joints etc. complete fine finish: 12 mm thick.PWD BSR Building Ch B-12, item 12.2.3

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.23]

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.40.1]

Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.42]

Painting top of roof with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleanin the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete; With residual type petroleum bitumen of penetration 80/100[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-10 Item No:10.15]

Providing and laying brick kharanja on roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 75mm to 100mm thick average[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-10 Item No:10.18.1]

Providing and fixing M.S. Sheet 1MM single leaf door shutter in angle iron frame 35 x 35 x 5 mm suitabilit diagonally braced with 25 x 3 M flat iron above and below lock rail of size 50 x 5 mm beading extra including all fittings, as per direction of Engineer In-charge but excluding cost of Chowkhats, including two coats of anti-corrastie red oxide primer paint M.S. Sheet 18 SWG (1 mm thick) .(As per PWD Building BSR HMH 2022, Item no 9.17) chap no B-9

P&F steel glazed doors, windows and ventilators shutters of standard rolled steel section (IS 1038-1983) 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 ventilator top or center hung (openable ). PWD BSR Building HMH 2022, item 9.19.3

P & F Squre bars or other flat welded to window , ventilators etc.PWD BSR Building 2022 Ch B-9, item 9.27

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.A classPWD BSR Building 2022 Ch S-2(2),item 2.1.1

P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :-- Brass 400 gm. 15.00 mm nominal bore(As per PWD BSR Building 2022 , ChapNo-S-2, Item 2.7.1

P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.PWD BSR Building Ch S-2(2), item 2.8.1

P & F Full way valve (IS:778 Mark) or wheel valve of approved make: Gun-metal 15mm nominal bore. PWDBSR Building 2022 Ch S-2(2),item, 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 2022 Ch S-1(2),item 1.1.2

Vitreous china foot rests 250x130x30 mm [Ref: PWD BSR Integrated (Bldg) 2022 , Chapter basic rate of materials Item No:1363]

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. PWD BSR Building 2022 Ch S-1(2),item 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 Building HMH 2022 Ch S-3(2),item 3.16.3 110 mm dia

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 Building HMH 2022 Ch S-3(2),item 3.16.2 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: v Reducer 110mm (3.17.2.ii)

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, 3.17,, Plain Tee 110 mm (3.17.3.ii)

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, 3.17,, Bend 110 mm (3.17.9.ii)

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, 3.17, Socket Plug 110 mm (3.17.13.ii)

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, 3.17, WC connector bent type (3.17.117.ii)

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. PWD BSR Building 2022 Ch S-3, item 3.24.1

P & F PVC Storage Tank (IS:12701 marked indicating the BIS licence No.) of approved make with cover ,25 mm dia 1 M long G I over flow pipe & 25 cm,long wash out pipe with plug & socket ,icluding placing on terrace (at all floors ),making connection etc. complete of approved design ,1000 Litre , PWD Road BSRHMH 2022 Chap no S-2, Item no 2.26.5,

Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Short Point (upto 3 meter) (E01.1.1)

Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Medium Point (upto 6 meter) (E01.1.2)

Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Long point (upto 10 meter) (E01.1.3)

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 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. (E04.1.19)

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 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 2 x 6.0 sq.mm (E04.1.16 )

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 (E06.1.2.3)

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 . 6 A to 32 A rating ( E 06.1.1.2)

Providing & Fixing of ISO Certified company made BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan as per PWD specification for electrical Works, conforming to IS:374-2019, & IS:1885 -P-V1981. with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . (E15.7.2) 1200 mm Sweep BEE 2 Star rated (service value >=4.5 to< 5 )

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 sidecovers, 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 .Suitable for 4' LED Tube shape fixture 2 X 18/20 W (E17.11.2)

Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70, minimum life time of minimum 25000 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 product/ work, refer Annexure "A" attacheded with thisrefer Annexure "A" attached with this BSR 18/20 Watts (E17.9.5)

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 .1200mm, Min. Lumens output 2000 lm LED Tube rod with Glass Housing (Electric BSR JAIPUR, 2022,Item No. 17.2.3)