Bagalkot Town Development Authority Tender

code4 - Supplying of 1.1kV LT, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath armoured, 4 Core 10 Sqmm Alluminium KEI/Havells/Polycab/Apar Make UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average 5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 (HESCOM MATERIAL PORTION. SR-21-22, SLNO:222, ITEM NO: 32.12)

code5 - Supplying of 1.1kV LT, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath armoured, 4 Core 16 Sqmm Alluminium KEI/Havells/Polycab/Apar Make UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average 5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 (HESCOM MATERIAL PORTION. SR-21-22, SLNO:213, ITEM NO: 32.03)

code6 - LT Feeder Piller Box with Poreclain Rewireable Cutout and & 1 No of 630 Amps Load Break Switch with Copper Busbar as per IS-13947 Part-1&2, 8 Way (Refer Dwg No. BESCOM/GM/QS&S/41 Dtd 24.11.2018 )(HESCOM MATERIAL PORTION. SR-21-22, SLNO:206, ITEM NO: 30.01)

code7 - Fabricating, supplying and erecting Swaged tubular Pole of height ...m having three sections, and providing two coats of red oxide paint and finished with two coats of enamelled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the Pole(as per IS) and 40 mm dia GI/flexible PVC pipe of 1m length fitted to the heavy gauge polycarbonate control box including 5 Way connector of size 167 x 125 x 82 mm for 7.5M Pole/ 200 x 160 x 98 mm forremaining length of Pole with front opening cover, with locking arrangements and suitable capacity MCB/DP switch, The Pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the Pole to the ground level and the coping CC shall be upto 0.6m above ground level as per IS2713-7. Erection of heavy duty Pole on Footpath/median 9m (5m Hb,165.1 mm dia 4.85 mm thick x 2m Hm, 139.7 mm dia 4.50 mm thick x 2m Ht,114.3 mm dia 3.65 mm thick) as per IS 410 SP 32 (KPWD. SR-21-22, SLNO:11.8.3, Page No-36)

code8 - Sheet Metal/Deep Drawn Street Lighting Metering Box with Automatic Control Swith, Contactors with Single Phase 5-30 Amps Meter & 50/5A CT including wiring (HESCOM MATERIAL PORTION. SR-21-22, SLNO:484, ITEM NO: 58.08 LABOUR PORTION:SLNO:134, ITEM NO: 15.01 )

code9 - PVC Pipe 40 mm Dia 40 mm dia 2.5 mm thick (KPWD. SR-21-22, SLNO:2.5.22, Page No-4)

code10 - Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be ngraved/Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 70W.(KPWD. SR-21-22, SLNO:2.5.22, Page No-4)

code11 - Supply of LED 150W floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia.

code12 - Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable 3.5 x 400/500 INDUSTRIAL (HESCOM MATERIAL PORTION. SR-21-22, SLNO:267, ITEM NO: 35.05)

code13 - Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable 3.5 x 70/95/120 Sqmm INDUSTRIAL (HESCOM MATERIAL PORTION. SR-21-22, SLNO:264, ITEM NO: 35.02)

code14 - River Sand/Artificial/Manufacture Sand (HESCOM MATERIAL PORTION. SR-21-22, SLNO:619, ITEM NO: 66.12)

code15 - Route & Joint indicating slab with MS Anchor rod (HESCOM MATERIAL PORTION. SR-21-22, SLNO:626, ITEM NO: 66.19)

code16 - Fabrication, Supplying, Erection, Testing and Commissioning of Variable frequency drive controlling panel fo controlling of Chemical mixing of ingradients at Chemical house. Panel include 3phase 3HP drive-3Nos, 16A 3pole MCB-3Nos, Main MCCB 4POLE 100A with spider link-01Nos, RYB Phase indicating lamp-3Nos, Analog Volt meter -1Nos, Voltmeter selector switch-1, Push Button with elements Red&Green-06Nos, 6Sqmm power wiring, 1.5Sqmmm control wiring, Alluminium Buss bar 20X10 With heat sink sleeves (AS PER MARKET RATE)

code17 - Fabrication, Supplying, Erection, Testing and Commissioning of 12 m/12.5 m - Top 100 mm and Bottom 310 mm dia ms long Polygon high mast with Single/Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grades 355 JO/ASTMA572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/s as per IS 875 part 3(as per GA Drawing). Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5 mm2 EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manual/power tool (Suitable reversible geared motor operating on 230/415V, 50Hz, shall be provide above 15 Mtr mast) The mast shall have lantern of 2 segments,suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiring complete. (excluding foundation) as per technical data.

code18 - Supply of LED Streetlight 200 W luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598,LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB.Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned

code19 - Fabrication, Supplying, Erection, Testing and Commissioning of Distribution Board Panel for Annadini Switch Gear Room for LT purposes,3Phase Main MCCB 4-Pole 250Amp with Spider Link-1No, 4-Pole MCCB 160Amp with Spider link - 1No, 32Amp 2-Pole MCB-6No, 32Amp 4-Pole MCB -2No, Aluminium Bus Bar with heat shrink Sleeve -1Set, RYB Indicator Lamp-1Set, Voltmeter-1No (AS PER MARKET RATE)

code20 - Fabrication, Supplying, Erection, Testing and Commissioning of Distribution Board Panel for Annadini Switch Gear Room for LT purposes,3Phase Main MCCB 4-Pole 250Amp with Spider Link-1No, 4-Pole MCCB 160Amp with Spider link - 1No, 32Amp 2-Pole MCB-6No, 32Amp 4-Pole MCB -2No, Aluminium Bus Bar with heat shrink Sleeve -1Set, RYB Indicator Lamp-1Set, Voltmeter-1No (AS PER MARKET RATE)

code21 - Supplying & Fixing Chemical earthling Using 6ft. Copper bonded rod with backfill compoundfor grounding.Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (KPWD. SR-21-22, SLNO:6.19.2, Page No-44)

code22 - In Hard Soil, earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.(for 500Sqmm, 95Sqmm and 50Sqmm UG Cable) (HESCOM LABOUR PORTION:SLNO:202, ITEM NO: 29.03 )

code23 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff for 500Sqmm, UG Cable. (HESCOM LABOUR PORTION:SLNO:232, ITEM NO: 31.07 )

code24 - Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff for 95Sqmm and 50Sqmm UG Cable. (HESCOM LABOUR PORTION:SLNO:232, ITEM NO: 31.06 )

code25 - Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr (HESCOM LABOUR PORTION:SLNO:232, ITEM NO: 31.07 )

code26 - Transporting Cable from Store to work spot including loading and unloading of 120 to 240 Sqmm (3.5/4 Core) (including Crane and other equipment charges if any) (HESCOM LABOUR PORTION:SLNO:225, ITEM NO: 30.07 )

code27 - Transporting Cable from Store to work spot including loading and unloading of 35 to 95 Sqmm (3.5/4 Core) (including Crane and other equipment charges if any) (HESCOM LABOUR PORTION:SLNO:225, ITEM NO: 30.07 )

code28 - Spreading Sand and forming with Sand round the cable (HESCOM LABOUR PORTION:SLNO:216, ITEM NO: 29.18)

code29 - Route & Joint indicating slab with MS Anchor rod (HESCOM LABOUR PORTION. SR-21-22, SLNO:218, ITEM NO: 29.20)

code30 - Making of cable termination (HESCOM LABOUR PORTION. SR-21-22, CDS-17 LABOUR PORTION)

code31 - Pole Concreting with CC 1:2:4 (without coping ) (HESCOM LABOUR PORTION. SR-21-22, SL NO:32 ITEM NO:1.8.2)

code32 - Sheet Metal/Deep Drawn Street Lighting Metering Box with Automatic Control Swith, Contactors with Single Phase 5-30 Amps Meter & 50/5A CT including wiring (HESCOM LABOUR PORTION:SLNO:134, ITEM NO: 15.01 )

code33 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (PWD SR 2021-22, Vol-1, P.No-8, I No-1.14.1)

code34 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22, Vol-1, P.No-15, I.No-2.1.2)

code35 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22 Vol-1, P.No -15, I No - 2.2.1.1 )

code36 - Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

code37 - PSC pole - 8.0 M Long, 200 kg WL for stud

code38 - RCC Pole - 9.0M Long, 145 kg WL

code39 - L.T.4 Pin cross arms, with pole clamps, bolts, nuts and washers(for RCC poles)

code40 - L.T.4 Pin cross arms, with pole clamps, bolts, nuts and washers(for RCC poles)

code41 - Ceramic Pin Insulators 1.1. kV class with GI Pins

code42 - No.8 Strain Insulators

code43 - Guy sets

code44 - Rabbit ACSR Conductor with 1.5% sag

code45 - Spiral earth electrode

code46 - Concreting materials for guy sets without cement, Guy concreting with Boulders, Mud and Sand

code47 - Anti Climbing Device (12mtrs/1Kg GI Barbed Wire) Lumpsum

code48 - LT Protection Kit for 63 kVA

code49 - Providing cement concrete to Poles and Guy sets with material and labour including necessary curing etc., complete (cost does not include excavation 9 Mtr support (650x500x1700mm)

code50 - Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal ofstumps and other deleterious matter, including dressing of excavatedsurfaces, disposing off or leveling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m. Fillingavailable excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering and lift upto 1.5 mincluding cost of labour, tools, usage& other appurtenances requiredto complete the work.(CSR-21-22,C1,P6)

code51 - Providing bedding for the pipeline trenches in black cotton and rockreaches including watering and consolidation by punners etc. completewith all lead and lift with: Murrum(CSR-21-22,C2,P63)

code52 - Supplying, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround toa depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used.

code53 - 2) 110 mm dia (CSR 2021-22 C11,P127

code54 - 3) 160 mm dia (CSR 2021-22 C11,P127

code55 - 4) 200 mm dia (CSR 2021-22 C11,P127

code56 - Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer byramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications

code57 - Cutting road surfaces for pipeline trenches and disposing of the excavatedstuff as directed including barricading, danger lighting etc. in theclassifications for:Asphalt Road

code58 - Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)

code59 - Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material withall lifts and lead

code60 - Providing and laying heavy duty cobble stones 75mm thick interlockpavers, using cement and course sand for manufacture of blocks ofapproved size, shape and colour with a minimum compressive strengthof 281 kg per m2 over 50mm thick sand bed ( average thickness ) andcompacting with plate vibrator having 3 tons compaction force therebyforcing part of sand underneath to come up in between joints, finalcompaction of paver surface joints into its final level, including cost ofmaterials, labour and Usage charges of machinery complete as perspecifications.

code61 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVEof variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubberlined with EDPM seals of NBR and the valves should be vacum tight and100% leak proof with face to face dimensions as per IS 14846-2000 only.The stem sealing should be with toroidal sealing rings (minimum 2 “ O“ rings). Body and bonut should be coated with Electrostatically appliedEpoxy Powder Coating with minimum coating thickness of 250 micronboth inside and outside. The rate is inclusive of cost of valves, T.P set,galvanized bolts & nuts and rubber insertions etc. but excluding earth work.(Note: TP set should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould be made in the estimate.) For PN-16:

code62 - For100 mm Dia

code63 - For150 mm Dia

code64 - Providing house connection with excavation in all types of soils cuttingwith machine cutter without damaging the other utilities and supplyingand laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordancewith ISO 4427 - 1996 with minimum required strength of 8 Mpa,hydraulic design stress of 6.3 Mpa and with minimum wall thickness of2.3mm /GI pipe by making the bore of 15mm dia. size on the distributionmains using drilling bits or machines only and laying the pipe line at adepth not less than 0.45 mtrs. from the road surface, including providing40mm dia. A class GI pipe as casing over the MDPE pipe from the borepoint and upto the entrance of the premises and removing the stone slabcovering of the drain and dismantling the size stone masonry wherevernecessary and making bore in the wall of the premises. On entering thepremises, connection should be continued with 20mm GI pipe by making“U” shape for the meter point below the ground level by making pitwith sufficient space for the easy installation and removal of the watermeter and providing vertical stand pipes on both sides of the meter. Theconnection should be secured firmly on thedistribution main pipe with SS/ Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve/ stop cock before the meter point and a reflex valve / non-return valveshould be fixed on the connection after the meter point. (All these fixturesshould be of standard quality conforming to IS). The compression fittingsfor MDPE pipes conforming to ISO 14236 and its latest versions. If theconnection is of HDPE pipe the work include electric fusion tapping Tor saddles,PE 100 black color pipie of PN 16 /SDR 11 or Higher gradeconforming to standards with brass cutter,flow regurator,water tight capwith O’ring ,long spigot for making bore/tapping suitable to HDPE pipeby Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards.The Product should be tested to comply with BS 6920 for drinking waterservice in WRC - NSF, UK and DVGW certificate, Gemany. The Saddleshould be manufactured Virgin Compounded PE 100 material.TappingTee or Saddles with coupler and compression fittings with cost of GIpipes, all specials such as GI tee, GI elbow, GI coupler, stopper withappurtenances, and brass or SS tap The excavated trench should be refilledwith soft selected earth and the dismantled masonry of the drain shouldbe re-constructed with available size stones in CM 1:8 and providingcoping in CC 1:3:6 wherever required and the stone slab covering shouldbe refixed in position with pointing in CM 1:3 and also the bored wallof the premises should be re-done to the original position and the ratesare inclusive of the cost of all the materials, cement, sand water etc.,required for these works. The road suface should be compacted well andbrought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. completefor The excavated trench should be refilled with soft selected earth and thedismantled masonry of the drain should be re-constructed with availablesize stones in CM 1:8 and providing coping in CC 1:3:6 wherever requiredand the stone slab covering should be refixed in position with pointing inCM 1:3 and also the bored wall of the premises should be re-done to theoriginal position and the rates are inclusive of the cost of all the materials,cement, sand water etc., required for these works. The road suface shouldbe compacted well and brought to the original condition and the excessearth or debris should be disposed off to a distance with an initial lead of10 Kms. etc. complete for following diameters: (for minimum length of2m)

code65 - 90 MM Coupler

code66 - 90 MM Elbow

code67 - For 90 mm Dia Tee

code68 - For 90 mm Dia LNC

code69 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentments usingordinary portland cement, for sanitary works and conveying to work site,rolling and lowering into trenches, laying true to line and level includingloading and unloading at both destinations and jointing of pipes and specials,perfect linking of joints with jack to correct position including cost of jointingmaterials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes,with all leads and lifts as directed and giving necessary hydraulic test as perISS to the required pressure and commissioning etc. complete. (Contractorwill make his own arrangements for procuring water for testing). Before theexecution of the work, the contractor shall carry out the survey.

code70 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990with latest amendments complete with GI fittings (excluding the cost offittings) with cuts and threads wherever necessary, including testing forwater tightness, with all lead and commissioning. (contractor will makehis own arrangements for procuring water for testing) For Heavy DutyGI pipe:

code71 - All Socketed D.I. Equal Tees 200 X 200 X 200

code72 - All Socketed D.I. Equal Tees 100 X 100 X 100

code73 - All Socketed D.I. Reducers / Tapers 200 X 100

code74 - Suppling Ductile Iron Push on special confirming to IS 9523:2000 - AllD.I. Flanged MJ COLLAR

code75 - For MJ COLLAR 200.00 mm