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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-12-2025 | Corrigendum No. 16 Dtd. 17.12.2025 | Date | 02-01-2026 |
| 2 | 10-12-2025 | Corrigendum No. 15 Dtd. 10.12.2025 | Technical Bid | 18-12-2025 |
| 3 | 05-12-2025 | Corrigendum No. 14 Dtd. 05.12.2025 | Date | 18-12-2025 |
| 4 | 22-11-2025 | Corrigendum No. 13 Dtd. 22.11.2025 | Date | 08-12-2025 |
| 5 | 17-11-2025 | Corrigendum No. 12 Dtd. 17.11.2025 | Technical Bid | 24-11-2025 |
| 6 | 07-11-2025 | Corrigendum No. 11 Dtd. 07.11.2025 | Date | 24-11-2025 |
| 7 | 28-10-2025 | Pre-Bid Clarification No. 4 Dtd. 28.10.2025 | Other | 14-11-2025 |
| 8 | 22-10-2025 | Corrigendum No. 10 Dtd. 22.10.2025 | Date | 10-11-2025 |
| 9 | 04-10-2025 | Corrigendum No. 9 Dtd. 04.10.2025 | Date | 27-10-2025 |
| 10 | 30-09-2025 | Pre-Bid Clarifications No. 3 Dtd. 30.09.2025 | Other | 06-10-2025 |
| 11 | 26-09-2025 | Corrigendum No. 8 Dtd. 26.09.2025 | Technical Bid | 13-10-2025 |
| 12 | 09-09-2025 | Corrigendum No. 7 Dtd. 09.09.2025 | Date | 06-10-2025 |
| 13 | 26-08-2025 | Pre-Bid Clarifications No. 2 Dtd. 26.08.2025 | Other | 10-09-2025 |
| 14 | 25-08-2025 | Corrigendum No. 6 Dtd. 25.08.2025 | Date | 10-09-2025 |
| 15 | 13-08-2025 | Pre-Bid Clarifications No. 1 Dtd. 13.08.2025 | Other | 26-08-2025 |
| 16 | 11-08-2025 | Corrigendum No. 5 Dtd. 11.08.2025 | Date | 26-08-2025 |
| 17 | 07-08-2025 | Corrigendum No. 4 Dtd. 07.08.2025 | Other | 12-08-2025 |
| 18 | 01-08-2025 | Corrigendum No. 3 Dtd. 01.08.2025 | Technical Bid | 12-08-2025 |
| 19 | 23-07-2025 | Minutes of Pre Bid Meeting Dtd. 17.07.2025 | Other | 12-08-2025 |
| 20 | 21-07-2025 | Corrigendum No. 2 Dtd. 21.07.2025 | Date | 12-08-2025 |
| 21 | 07-07-2025 | Pre-Bid Meeting Notice | Other | 22-07-2025 |
| 22 | 04-07-2025 | Corrigendum No. 1 | Technical Bid | 22-07-2025 |
| Sl. No. | Item Description |
| 1 | CONTROL OF WATER, CONSTRUCTION DRAINAGE AND DEWATERINGControl of water, dewatering of surface/underground construction sites including all construction works, labor, plants and materials necessary to keep the construction sites free of water during the contract period. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 2 | Dewatering ofall construction sites |
| 3 | SURFACE EXCAVATION AND BACKFILL |
| 4 | Surface excavation including loading, transport, all lift and lead up to 3.0 km from the excavation area/working site, unloading at disposal sites or stockpiles and maintenance of the disposal sites or stockpiles. Construction of haul roads (if any) and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.Power Intake, Portals, TRT outlet, Pothead yard, etc. |
| 5 | Clearing of excavation areas, disposal areas and stockpiles |
| 6 | Excavation in soil including stripping of top soil |
| 7 | Excavation in soft and disintegrated rock |
| 8 | Excavation in hard rock |
| 9 | a) Drilling and blasting |
| 10 | b) Line-drilling |
| 11 | Cost of Haulage excluding loading & unloading of excavated materials in surface excavation in Katcha Track beyond initial lead of 3.00 km |
| 12 | Backfilling |
| 13 | Random backfill |
| 14 | Selected backfill |
| 15 | Sand-gravel backfill |
| 16 | UNDERGROUND EXCAVATIONUnderground excavation of Head Race Tunnel, Surge Shaft, Valve Chamber, Pressure shaft erection chamber , Penstock Tunnel, Construction Adits, MAT, Power House Complex, Collection Gallery and Tail Race Tunnel including excavation by drill and blast, mechanical, manual or conventional methods; including all survey and setting-out, all lifts, loading, transportationand unloading at disposal sites upto 3.0 km from the nearest portal and including maintenance of the disposal sites or stockpiles, Construction of haul roads (if any) and its maintenance, Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 17 | Head Race Tunnel, Adits, TRT & MAT |
| 18 | a) Excavation in class 2 |
| 19 | b) Excavation in class 3 |
| 20 | c) Excavation in class 4 |
| 21 | d) Excavation in class 5 |
| 22 | Surge Shaft and Vault |
| 23 | a) Excavation in all classes |
| 24 | Penstock shaft & Tunnels |
| 25 | a) Excavation in all classes |
| 26 | Valve Chamber & Penstock erection chamber, Power house Cavern, Transformer & GIS Hall, Bus Duct, Cable Duct,Draft Tube & collection Gallery etc. |
| 27 | a) Excavation in all classes |
| 28 | Loading, transport including all lift and lead and unloading of accepted geological overbreakupto 3.0 km from the nearest portal |
| 29 | a) Head Race Tunnel, Adits, TRT & MAT |
| 30 | b) Surge Shaft and Vault |
| 31 | c) Penstock shaft & Tunnels |
| 32 | d) Valve Chamber & Penstock erection chamber, Power house Cavern, Transformer & GIS Hall, Bus Duct, Cable Duct,Draft Tube & collection Gallery etc. |
| 33 | Cost of Haulage excluding loading & unloading of excavated materials in all underground excavation in Katcha Track beyond initial lead of 3.00 km |
| 34 | ROCK SUPPORT |
| 35 | Rock support for underground excavation of Head Race Tunnel, Surge shaft, Penstock Tunnel,Adits etc. including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 36 | Shotcrete M35 including admixtures in underground works with articulated wet type shotcrete machine to the thickness as shown on the drawings or as directed by the Engineer-in-charge |
| 37 | a) Without Steel Fibre Reinforcement |
| 38 | b) With Steel Fibre Reinforcement |
| 39 | Providing, supply and fixing in position Precast R.C.C. laggings M25 grade concrete. |
| 40 | Supply and installation ofrock bolts of any length in underground excavations, as shown on the drawings or as directed by the Engineer-in-charge, including all plants, materials and labour required for drilling, cleaning, installing, grouting and testing of the bolts. Complete in all respect |
| 41 | a) Rock bolt with mechanical anchorage25mm dia |
| 42 | b) Rock bolt with chemical anchorage25mm dia |
| 43 | c) Rock bolt with cementitious anchorage25mm dia |
| 44 | d) Hydraulically expandible folded tube Rock Bolt(Swellex Type) |
| 45 | Fabrication and erection of Steel ribs in Support as per drawings and as directed by the Engineer-in-charge |
| 46 | Supply and providing of Forepoling, grouted anchor bars |
| 47 | Providing and installation ofLattice girder, steel canopy support in underground excavation as per technical specification, drawings and as directed by Engineer-in-Charge complete in all respect. |
| 48 | Welded Wire Mesh |
| 49 | 25 mm dia. Rock Anchor |
| 50 | Rock support for underground excavation of Power house Cavern,Valve Chamber, erection chamber, Transformer Hall, Bus Duct, Cable Duct,Draft Tube & collection Gallery, MAT and Tail race Tunnels etc. including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 51 | Shotcrete of Grade M35 including admixtures in underground worksas per drawings or as directed by the Engineer-in-charge |
| 52 | a) Without Steel Fibre Reinforcement |
| 53 | b) With Steel Fibre Reinforcement |
| 54 | Providing, supply and fixing in position Precast R.C.C. laggings |
| 55 | Supply and installation ofrock bolts of any length in underground excavations, as shown on the drawings or as directed by the Engineer-in-charge, including all plants, materials and labour required for drilling, cleaning, installing, grouting and testing of the bolts. Complete in all respect |
| 56 | Rock bolt with mechanical anchorage |
| 57 | a) 25mm dia |
| 58 | b) 32mm dia |
| 59 | Rockbolt with Chemical Anchorage |
| 60 | a) 25mm dia |
| 61 | b) 32mm dia |
| 62 | Rockbolt with cementitious Anchorage |
| 63 | a) 25mm dia |
| 64 | b) 32mm dia |
| 65 | Hydraulically expandible folded tube Rockbolt (Swellex type) |
| 66 | Fabrication and erection of Steel ribs in Support at the spacing shown in the drawings or as directed by the Engineer-in-charge including all plants, materials, labour and accessories. Complete in all respect |
| 67 | Supply and providing of Forepoling, grouted anchor bars |
| 68 | Welded Wire Mesh |
| 69 | Pre stressed cable Anchor |
| 70 | Supply and installation of pre stressed Tendons of High tensile strands of nominal sizes upto 15.2mm dia. in Rock Anchors with Anchor Guide, Spacer, Centraliser, Sheathing, grout pipe, Anchor Block, Bearing Plate, Grip wedge and Anchor cap complete with corrosion protection including stressing and all types of tests as per the Technical specification and dirction of the Engineer-in-Charge. |
| 71 | Drilling |
| 72 | a) 99mm dia hole |
| 73 | b) Re-drilling 99mm dia hole |
| 74 | Cement Grouting |
| 75 | Supplying PVC pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, perfect linking at joints,including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specialswith jointing of approved type, with all labour with all lead & lift and placing in Free length part of Cable Anchors properly complete as directed. |
| 76 | PVC pipes 90 mm outer dia., 6 kg/sqcm & class 3 |
| 77 | Supplying and layingMedium duty GI pipes conforming to IS 1239-2005 including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of pipes and specialswith jointing of approved type, with all labour with all lead & lift and placing in Free length part of Cable Anchors properly complete as directed. |
| 78 | a) 80mm Nominal Bore |
| 79 | b) 100mm Nominal Bore |
| 80 | Extra for Core Recovery |
| 81 | Supply, fitting and fixing of Geosynthetic Drainage with two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylenenonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure,tensile strength of 18 kN/m , with mass per unit area of 740 gsm, complete in all respect as per technical specification and as directed by Engineer-in-ChargeIn Tunnels & Caverns |
| 82 | SLOPE PROTECTIONSlope protection in surface excavation including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge |
| 83 | Rip-Rap |
| 84 | Bedding |
| 85 | Rip-Rap |
| 86 | Boulder Protection /launching apron |
| 87 | Gabions |
| 88 | Masonary Walls for slope protection, water control barrier, etc. |
| 89 | Supply and installation of cement/ cement sand grouted rock support |
| 90 | 25mmdia rock bolt |
| 91 | 32mm dia rock bolt |
| 92 | Self drilling anchor 25mm dia |
| 93 | Shotcrete of Grade M35 including admixtures in open excavationas per drawings or as directed by the Engineer-in-charge |
| 94 | Without Steel Fibre Reinforcement |
| 95 | Steel wire mesh |
| 96 | Welded Wire Mesh |
| 97 | Chain link wire mesh |
| 98 | Supply and installation of grouted anchor bars including all plants, materials and labour required for drilling, cleaning, installing and grouting. Complete in all respect |
| 99 | a) 25mm dia |
| 100 | b) 32mm dia |
| 101 | CONCRETEComplete in all respect with all plants, materials, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 102 | Plain/reinforced cement concrete in Intake and Adit Portal excluding formwork |
| 103 | M15 A150 |
| 104 | M15 A40 |
| 105 | M25 A20 |
| 106 | Second stage concrete in blockout including formworkM30 A20 |
| 107 | Plain/ RCC concrete in Underground structure including formworkHead Race Tunnel,Adits, Penstock Shaft & tunnel, MAT, TRT, Surge Shaft |
| 108 | Backfilling upto pay line with M20 A20 concrete for Head Race Tunnel, Adits, MAT, TRT, Penstock Shaft & Tunnels, Surge Shaft |
| 109 | Concrete lining of M25 A20 grade including Formwork in lining of Head Race Tunnel, Adits, MAT & TRT |
| 110 | Backfill behind steel liners of Penstock Shaft and Tunnels with M20 |
| 111 | Concrete lining, slabs, transition, etc. with grade M25 A20in Surge Shaft |
| 112 | Plugging of Adits with M20 concrete |
| 113 | Plain/ RCC Concrete in Power House, Transformer hall, collection gallery, Tail race, pothead yard and valve chamber & Penstock erection chamber, Adit Portals, etc. excluding formwork |
| 114 | M15 A20 |
| 115 | M15 A40 |
| 116 | M25 A20 |
| 117 | M20 A40 |
| 118 | M20 A20 |
| 119 | Concrete Block M20 A40 including formwork and placement as per drawing and instruction of Engineer-in-charge |
| 120 | Second stage Concrete in blockout in all locations mentioned in Item no 6.3including formworkM30 A20 |
| 121 | FORMWORKFormwork for cast-in-situ concrete works, complete in all respect with all plants, materials, labour, all lead and lift etc. complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. For all formed surfaces where the formwork is not included in the payment of concrete. |
| 122 | F1 Surface finish |
| 123 | F2 Surface finish |
| 124 | F3 Surface finish |
| 125 | F1C Surface finish |
| 126 | F2C Surface finish |
| 127 | F3C Surface finish |
| 128 | STEEL FOR REINFORCEMENTComplete in all respect with all plants, materials, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 129 | High yield strength deformed reinforcement for all surface and underground structures |
| 130 | JOINTS AND SEALANTSComplete in all respect with all plants, materials, labour, all lead and lift etc.as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 131 | Supply and placing of PVC Waterstops 300 mm |
| 132 | Supply and placing of PVC Waterstops 230 mm |
| 133 | Providing & fixing in position pre-moulded joint filler in expansion joints - 25mm thick |
| 134 | Providing and Laying in position Polysulphide jointsealant including surface preparation in expansion joints |
| 135 | DRILLINGComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 136 | Percussion drilling |
| 137 | Intake, Portals, Head Race Tunnel,Adits, Penstock Shaft & tunnel, MAT, TRT, Surge Shaft |
| 138 | a) Drill holes up to ø 48 mm, length < 10 m |
| 139 | b) Drill holes up to ø 80 mm, length upto 30m |
| 140 | Power House, Transformer hall, collection gallery, Tail race, pothead yard and valve chamber & Penstock erection chamber,etc |
| 141 | Drill holes up to ø 48 mm, length < 10 m |
| 142 | Drill holes up to ø 80 mm, length upto 30m |
| 143 | Rotary drilling |
| 144 | Drill holes up to ø 99 mm |
| 145 | Extra for core recovery |
| 146 | Installation of pipesSupply and installation of PVC pipes (plain or slotted) in drilled holes and walls and roofs of cavernsincluding fittings and accessories to provide interconnected pipe network for drainingseepage ground waterto designated sump or surface drains as per drawings |
| 147 | 32mm nominal outside outer dia |
| 148 | 60- 63mm nominal outside outer dia |
| 149 | 73-75mm nominal outside outer dia |
| 150 | GROUTINGComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 151 | Head Race Tunnel, Penstock shaft & tunnel, Adits, Surge Shaft, Valve Chambers, Penstock Erection Chamber, etc. |
| 152 | Contact grouting (cement) |
| 153 | Sand to be used in sand-cement grouting |
| 154 | Consolidation grouting (cement) |
| 155 | Pre grouting with cement |
| 156 | Pre-grouting with Micro-fine Cement |
| 157 | Admixture in contact grouting |
| 158 | Admixture in consolidation grouting |
| 159 | Grouting operationsContact grouting |
| 160 | Consolidation grouting |
| 161 | Power House Complex, TRT, MAT, etc |
| 162 | Contact grouting (cement) |
| 163 | Sand to be used in sand-cement grouting |
| 164 | Consolidation grouting (cement) |
| 165 | Pre grouting with cement |
| 166 | Pre-grouting with Micro-fine Cement |
| 167 | Admixture in contact grouting |
| 168 | Admixture in consolidation grouting |
| 169 | Grouting operationsContact grouting |
| 170 | Consolidation grouting |
| 171 | Water pressure testing |
| 172 | a) Simple water pressure tests |
| 173 | b) Comprehensive water pressure tests |
| 174 | INSTRUMENTATION AND MONITORINGComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 175 | Stress meter in Tunnel and cavern |
| 176 | Load Cell for rock bolt and anchor |
| 177 | Load Cell forsteel Rib/ support |
| 178 | Extra cable length |
| 179 | Portable readout unit |
| 180 | Tape extensometer station |
| 181 | Multipoint Bore Hole Extensometer (Mechanical type) |
| 182 | Multipoint Bore Hole Extensometer (Electrical type) |
| 183 | Optical convergence measurement station |
| 184 | Automatic weather station |
| 185 | METALWORKSSupply, fitting and fixing of metal works in all structures. Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 186 | Supply and installation of Miscellaneous fabricatedsteel items |
| 187 | Supply and installation of chequered steel plate covers with support frame |
| 188 | Supply and installation of steel gratings with support frame |
| 189 | Erection/installation of Metal Works supplied by others |
| 190 | BUILDING AND ARCHITECTURAL WORKS |
| 191 | Power House complex, valve chamber, transformer hall, etcComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 192 | Masonary Work |
| 193 | a) 230mm thick Brick Wall in cement mortar with 1st class brick including racking out joints and curing complete as directed in structure |
| 194 | i) In Proportion 1:4(1 Cement: 4 Sand) |
| 195 | ii) 1st Class Brick Nogged Wall in cement mortar including racking out joints and curing complete as per technical specification and as directed by the Engineer-in-Charge112mm Thick Brick WallIn cement mortar in proportion 1:4(1 cement: 4 sand) |
| 196 | b) Random Rubble masonry with hard stone in cement mortar (1:6):Cement Mortar 1:6 (1 cement: 6 coarse sand) |
| 197 | c) Compacted Backfill with selected materials |
| 198 | d) Gravel Fill |
| 199 | Plastering:Cement Plaster in Fine Sand:Cement Plaster in Single Coat including arises or rounded angles not exceeding 80mm girth and finished even and amooth including curing complete as per technical specification and as directed by the Engineer-in-Charge |
| 200 | a) 12 mm Thick Cement Plaster of Mix 1:4 (1 Cement: 4 Fine Sand) |
| 201 | b) 15 mm Thick Cement plaster of mix 1:4 (1 Cement: 4 Fine Sand) |
| 202 | c) 6mm Thick Plaster of Mix 1:3 (1 Cement: 3 Fine Sand) |
| 203 | 15 mm Thick Cement Plaster finished with a floating coat of neat cement of mix:1:3 (1 Cement : 3 Fine Sand) |
| 204 | Providing and laying 25mm thick Damp Proof Course with cement concrete in prop 1:1.5:3 with graded stone aggregate of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing, etc. complete in all respect as per the technical specifiucation and as directed by the Engineer-in-Charge |
| 205 | Floor and wall finish |
| 206 | a) Concrete Block Pavement |
| 207 | i) Providing and fixing 80 mm thick interlocking pre-cast blocks (of required shape and size) of cement concrete design mix M 35 (minimum cement @ 425 kg per Cum) smooth finish on top over 50 mm sand filling |
| 208 | b) Providing & laying 65mm thick CC Floor neat cement topping under layer of 50mm thick cement concrete 1:2:4 (1 Cement:Coarse Sand: 4 Coarse Aggregate of 20mm & down) and top layer of 15mm thick of neat cement topping consisting of mix 1:2 (1 cement : 2 stone aggregate 6mm and down) by volume including finishing with curing complete as directed |
| 209 | c) Providing & laying 65mm thick CC Floor with metallic concrete hardner topping under layer of 50mm thick cement concrete 1:2:4 (1 Cement:Coarse Sand: 4 Coarse Aggregate of 20mm & down) and top layer of 15mm thick of metallic cement hardner consisting of mix 1:2 (1 cement hardner mix: 2 stone aggregate 6mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 (4 parts of cement: 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed |
| 210 | d) Vitrified Tiles |
| 211 | i) On Floor:Providing Vitrified Floor Tiles of approved quality of specified size, shape and thickness not less than 18mm on floors over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-A-Tile/ White Cement Slurry mixed with approved pigment to match the shade of the tiles, complete at all levels as psecified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 1200mm x 1600mm and above |
| 212 | ii) On Skirting:Providing Vitrified Floor Tiles of approved quality of specified size, shape and thickness not less than 18mm on skirting over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-A-Tile/ White Cement Slurry mixed with approved pigment to match the shade of the tiles, complete at all levels as psecified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 1200mm x 1600mm and above |
| 213 | e) Epoxy Flooring:Providing and applying normal setting, self levelling epoxy modified cementitious floor topping Sikafloor 81 EpoCem of Sika (India) Ltd. using trowel followed by applying self smoothing epoxy floor coating Sikafloor 261(S) of Sika (India) Ltd./ Dr. Sealkit EPU Floor Self L (Asian Chemicals)/ MASTERTOP 542 ECC of BASF using serrated trowel and rolled with a spiked nylon roller after proper surface preparation and application of a priming coat of Sikafloor 80 Primer as specified and directed by the Engineer-in-Charge |
| 214 | f) Anti-Skid Tiles |
| 215 | i) On Floor:Providing Anti Skid Tiles of approved quality size, shape and thickness not less than 8mm on floor over a cement mortar bed of 15mm thick in prop 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-a_Tile/ White Cementcomplete at all level as specified in the technical specification and as directed by the Engineer-in-ChargeVitrified:Executive Range- 2 (Size 600mm x 600mm and above) |
| 216 | ii) On Skirting:Providing Anti Skid Tiles of approved quality size, shape and thickness not less than 8mm on floor over a cement mortar bed of 15mm thick in prop 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-a_Tile/ White Cementcomplete at all level as specified in the technical specification and as directed by the Engineer-in-ChargeVitrified:Executive Range- 2 (Size 600mm x 600mm and above) |
| 217 | g) Ceramic TilesOn Walls:Providing polished Ceramic Wall Tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 10mm thick in prop. 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-a-Tile/ White Cement Slurry mixed with approved pigment to match the shade of tiles complete as all levels as specified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 300mm x 450mm and above |
| 218 | h) Granite Flooring:Providing Polished Granite Tiles of approved quality, size shape and thickness not less than 18mm on floors, skirtings, risers and treads of steps over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-a-Tile/ White Cement Slurry mixed with approved pigment to match the shade of tiles complete at all levels as specified in teh technical specification and as directed by the Engineer-in-Charge |
| 219 | i) With Fix-a-Tile |
| 220 | ii) Polished Granite Skirting of approved size, quality, shapeand thickness not less than 20mm unless otherwise specified, laid in 1 part Cement and 3 part Coarse Sand mix; complete in all respect |
| 221 | i) Chequered precast cement concrete tiles 22mm thick jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning, etc. on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand):Medium shade pigment using 50% white cement & 50% grey cement |
| 222 | j) Acid/ Alkali resistant Tiles:Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resistant mortar bedding and joints filled with acid and/or alkali resistant cement as per IS: 4457, complete as per the direction of the Engineer-in-Charge |
| 223 | i) In flooring on a bed of 10mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand)Acid and Alkali Resistant Tiles |
| 224 | ii) In dado/ Skirting on 12mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand)Acid and Alkali Resistant Tiles |
| 225 | k) Kota Stone Flooring |
| 226 | i) Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand):25mm thick |
| 227 | ii) Kota Stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 228 | l) Dividing stripes, 4mm thick and average 40/35 mm wide in flooring work as per specifications |
| 229 | i) Providing 40mm wide & 4mm thick glass strips in joints |
| 230 | ii) Aluminium Stripes |
| 231 | Doors & Fixtures |
| 232 | a) Providing and fixing 1mm thick MS Sheet door with frame of 40x40x6mm angle iron and 3mm MS Gusset Plates at the junctions and corners, all necessary fittings complete including applying a priming coat of approved steel primer including anodised fittings 4 nos MS butt hinges 75x60x3.15mm, 1 2 nos tower bolts 300x10mm, 2 nos door handle 150mm, 1 no sliding door bolt 300x16mm, 2 nos heavy duty door closure 180x65x64mm and 1 no mortice 6 lever lock per door complete |
| 233 | i) Using MS Angles for 40x40x6mm for diagonal bracings |
| 234 | b) Alluminium work for providing, fitting and fixing anodised aluminium framed glazed doors and windows as per drawing and technical specifications including all fittings & accessories except floor spring & lockcomplete in all respect and as directed by the Engineer-in-Charge |
| 235 | Rolling ShutterSupplying and fixing Electrically and manually operated rolling shutters of approved make, made of required size 80x1.25mm MS Laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shafts with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454- Part 1 and MS 1.25 mm thick Top Cover of required thickness including all accessories for rolling shuttersfor power house and valve house entrances |
| 236 | Alluminium Partitions & Fixtures |
| 237 | Alluminium work for providing, fitting and fixing anodised aluminium fixed partiotion as per drawing and technical specifications including all fittings & accessoriescomplete in all respect and as directed by the Engineer-in-Charge |
| 238 | PVC, FRP Doors & Door Frames |
| 239 | PVC Frame:Providing, fitting and fixing Syntex PVC Door frame made out of extruded PVC section in an overall size of 50mm x 60mm having multi chamber cross section with maximum wall thickness of mm, +0.3mm with special polymeric reinforcement having an overall size of 30mm x 25mm width, 150mm length at hardware location. The corner joints shall be either mitre cut and welded or joined by means on concealed cleats with necessary screws fittings |
| 240 | PVC Door Shutters:Providing, fitting and fixing PVC Door Shutters of 37mm (Single Panel Seamless Finish) of Syntex make, at all levels made o extruded sections in the configuration of \"A\". The overall dimension is 37mm x 90mm, with usual provess variation having a wall thickness of 2mm with a variation of +0.03mm provided with all plastic reinforcement to avoid rusting. The shutter frame is mitred and joined at the corners by means of stainless steel screws. The corners of the frame are being reinforced by polymeric reinforcement to the size 125mm x 250mm and the lock rail is reinforced by 45 x 18 x 255 size reinforcement |
| 241 | Fire Resistant Door |
| 242 | Providing and fixing fire resistant door frames of section 143x57mm having built in rebate made out of 16 SWG GI Sheet (Zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4mm (minimum) around the frame and fixing with dash fastener of approved size and make, including applying coat of approved brand fire reisitant primer, etc. complete as per direction of Engineer-in-Charge |
| 243 | Providing and fixing 50mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS: 3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG GI Sheet (Zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer, etc. all complete as per direction of Engineer-in-Charge |
| 244 | Providing and fixing glazing in fire resistant door shutters with GI beading made out of 1.6mm thick GI sheet (Zinc coating not less than 120 gm/m2) of size 20x33mm screwed with M4x38mm SS Screws at distance 75mm from the edges and 150mm c/c, including applying a coat of approved fire resistant primer/powder coating not less than 30 micron on GI beading & special ceramic tape of 5x20mm size etc. complete in all respect as per NBC 2016, IS: 16231 (part 3): 2016 and as per the direction of the Engineer-in-Charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of Insulation (EI20). |
| 245 | Providing & fixing of double action hydraulic floor spring with brass cover plate |
| 246 | Providing & fixing 100 mm brass lock (best make of approved quality) for alluminium doors |
| 247 | Glass and glazingProviding & fixing glass panes with putty, rubber seal, felt, etc. in steel/alluminium doors, windows, clerestory window, partition walls, etc. all complete with: |
| 248 | a) 4 mm Clearfloat Glass |
| 249 | b) 5.5 mm Clear float Glass |
| 250 | c) 4 mm frosted Glass |
| 251 | d) Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clearr float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary B277and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 252 | Suspended Ceiling: Supply and erection of suspended ceiling in selected parts of cavern and MAT including plants, labour, materials, scaffolding with all fitting and fixtures, complete in all respect as per drawings and specifications (support rock bolts shall be measured & paid separately). |
| 253 | i) Structural steel works for Truss, Rafter & purlines |
| 254 | ii) Permanently colour coated corrugated sheets of thickness 24 gauge as decking at various elevations |
| 255 | Ceiling with Exposed Metal (GI) Frame Work with E-Grid-2430:Providing & Fixing in position Suspended false Ceiling using E- Grid (Exposed Ceiling Suspension 2430 System) of grid size 600mm x 600mm/ 1200mm x 600mm with main runner 38mm x 24mm, Cross Tee 29mm x 24mm & wall angle 24mm x 24mm. Using 4mm/ 6mm thick High pressure Stem Cured Non Asbestos Fibre cement Board as per IS: 14862, to be placed in a grid of GI System duly suspended with 4mm/ 6mm dia GI/ MS bar hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures, air conditioning diffusers and ducts, sprinklers, smoke detectors, etc. The main runners to be secured to structural soffit by hanger @ 1220mm maximum c/c. The last hanger at the end of each main runner should be placed at more than 450mm from the adjacent wall. Flush fitting 1220mm Cross Tee to be interlocked between main runners @ 610mm c/c so as to form 600mm x 600mm/ 1200mm x 600mm grid all complete as per the drawings/ specification and as directed by the Engineer-in-Charge |
| 256 | a) Designer Ceiling as directed by the Engineer-in-ChargeUsing 6mm thick FC Board |
| 257 | b) Standard Ceiling as directed by the Engineer-in-ChargeUsing 6mm thick FC Board |
| 258 | c) Providing and fixing 15cm wide, 45cm overall semi-circular plain GS sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers, etc. including making necessary connections with rain water pipes complete:0.80mm thick with zinc coating not less than 275 gm/m2 |
| 259 | Providing and fixing of wall cladding: |
| 260 | a) Structural steel works for fixing of wall cladding |
| 261 | b) Cladding with Permanently colour coated corrugated sheets of thickness 24 gauge |
| 262 | c) Cladding with alluminium composite panel of 4.0 mm thick |
| 263 | Painting |
| 264 | A) Painting including primer of approved brand as directed by E-I-C |
| 265 | i) Finishing Walls with Water Proofing cement based Paint of Required ShadeTwo or more coats applied as per manufacturer recommendations |
| 266 | ii) Finishing Walls with textured exterior quality paint of required shade:(two or more coats appliedover & including priming coat of exterior primer as per manufacturer recommendations |
| 267 | iii) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (exterior quality):(two or more coats applied over & including priming coat of exterior quality primer as per manufacturer recommendations) |
| 268 | iv) Finishing with deluxe Multi Surface acrylic paint System of approved brand including primer as per manufacturers specifications and as directed by the Engineer-in-ChargeTwo or more coats applied on walls over and including one coat of special primer as per approved brand and manufacturer recommendations |
| 269 | B) Finishing with Epoxy Paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation on surface, etc. complete as per specification and as directed by the Engineer-in-Charge:On Concrete Works |
| 270 | C) Painting of Steel WorksFinishing with deluxe Multi Surface enamel Paint System for interiors and exteriors including Primer as per Manufacturers Specifications and as directed by the Engineer-in-Charge |
| 271 | i) Painting Steel Work with Deluxe Multi Surface Paint to give an even shade. Two or more coat appliedover an under coat of primerapproved brand and manufacturer |
| 272 | D) Providing two coats of JK wall Putty (White Cement based putty for Concrete/ Mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the Engineer-in-Charge (total thickness of two coats is maximum 1.5mm) |
| 273 | E) Chemical Resistant Paint |
| 274 | F) Fire Resistant Paint |
| 275 | Water Proof Coatings |
| 276 | A) Applying one coat of epoxy coating followed by two coats of Polyurethane Waterproofing coating at an interval of 12 hours each for waterproofing as specified & directed by the Engineer-in-Charge |
| 277 | B) Applying 2 coats of 1mm thick acrylic polymer modified cementitious waterproofing coating of approved brand for waterproofing of structures as specified after proper surface preparation and soaking the surface with water prior to application complete in all respect as per technical specification and as directed by the Engineer-in-Charge |
| 278 | Hand RailingProviding, supplying, transportation and fixing polished stainless steel hand railing made out of SAIL/JINDAL or equivalent stainless steel pipes of 1.00 m height, 38 mm internal dia at 1.20 m spacing and top railing with 48 mm dia bottom horizontal pipe of 20 mm internal dia parallel to top and middle rails (two numbers) of 20 mm internal dia parallel to top & bottom, in addition 110 mm dia rounded stainless steel base for the verticals fixed to the floors. All the welding to be done using stainless steel electrode as IS:2211 (latest version) complete including carefully drilling of holes on floors of tread for vertical support grouting with white cement all round frame and fixing. All the SS section are to be finally cleaned neatly and buffed and well polished complete all material, labour, tools and plants, welding and erection charges etc. complete. |
| 279 | Pre- Laminated Particle BoardProviding, fitting and fixing in position 62mm thick double skin partition with well seasoned Sal, Bonsum/ Sundi/ Hollock frame in size 75mm x 38mm and internal frame of 50mm x 38mm and fixing on both sides 8mm thick flat pressed melamine faced pre- laminated baggage board medium density fibre boards (MDF) bonded with phenol formaldehyde synthetic resin of approved shade as specified and directed at all levels.With bajaj- exterior grade (one side decorative)8mm thick |
| 280 | Concrete Waterprooing |
| 281 | Providing, applying \"XYPEX\" Concrete Water Prooing & Durability Enhancement by Crystallization to be supported by at least two international test Reports showing clear scanning Electron Microscopic (SEM) Photographs of densified and mature crystals forming to plug all the capilary tracks and pores of the concrete permanently and permeability test as per IS: 720 conducted by CBRI. The Concrete should not absorb water more than 0.5 grams and not more than 1 mm from the concrete surface. The product to be listed in ICC-ES-EVALUATION REPORT INDEX January 2009. The treatment to be carried out on the concrete surfaces including cleaning of all RCC surfaces as per manuacturer\"s specification and as directed by the Engineer-in-Charge. The treatment to be carried out on the concrete suraces including cleaning of all RCC suraces as per manufacturer\"s specification/datasheet. The application to be carried out in two coats with coverage rate of 0.8 kg per coat. |
| 282 | PERMANENT DEWATERING, WATER SUPPLY, SEWAGE AND SANITATION WORKS |
| 283 | Providing, fitting & fixing Vitreous Dual Flush/ Floor Mounted Coupled/ Extended Water Closet (European type WC Pan 400mm high) with seat & lead, flushing cistern, CP Brass Hinges and rubber buffers, CI/ MS Brackets, 40mm dia flush band with fittings including painting of fittings and brackets, if requiredHindware make or equivalentWhiteOne Piece Water Closet |
| 284 | Altor (Cat. No. 92052) (Inclusive of Seat Cover and fittings) or equivalent |
| 285 | Coral (Cat. No. 92008) (Inclusive of Seat Cover and fittings) or equivalent |
| 286 | Elisa (Cat. No. 92046)/ Rubbic (Cat. No. 92063) (Inclusive of seat cover and fittings) or equivalent |
| 287 | Inox (Cat. No. 92043)/ Inox-100 (Cat. No. 92050) (Inclusive of seat cover & fittings) or equivalent |
| 288 | Providing, fitting and fixing vitreous flat back type lipped front urinal basin of automatic flushing cistern with standard flush pipe and CP brass spreader and brass unions, etc. complete including painting of fittings and brackets, cutting and making good the walls & floors whereever requiredHindware make or equivalentWhite |
| 289 | Aquafree Urinal (Cat. No. 60017) or equivalent |
| 290 | Urinal Omega E-Sense (Cat. No. 96006) or equivalent |
| 291 | Supplying, fitting and fixing Vitreous China Division Plate including fitting and fixing complete as directed and specified |
| 292 | Hindware make or equivalent White New Division Plate (Cat. No. 61005) or equivalent |
| 293 | Providing Vitreous China wash basin with CI/ MS brackets, CP Brass Chain with Plug, PVC waste Pipe including painting of fittings and brackets, cutting and making good the walls whereever requiredTable Top Basin - Jaquar make or equivalent |
| 294 | Kubix (Cat. No. KUS-WHT-0552) or equivalent |
| 295 | JDBC (Cat. No. JDS-WHT-0550) or equivalent |
| 296 | JDBC (Cat. No. JDS-WHT-0547) or equivalent |
| 297 | Providing, fitting & fixing stainless steel kitchen sink of Parryware make with CI/ MS Brakets, CP Brass Chain with Rubber Plug, PVC Waste Pipe, etc. complete including painting the fittings, cutting & making good the walls wherever required |
| 298 | Parryware make or equivalentSingle Bowl with veg bowl & Drain Board (400 x 200) Flat Edge- Glossy (Cat. No. C8545) or equivalent |
| 299 | Providing, fitting and fixing Decorative Mirror complete as directed and specifiedParryware make or equivalentSize 600mm x 450mm |
| 300 | Providing, fitting and fixing Glass Shelf complete as directed and specifiedGlass shelf with CP Guard RailJaquar make or equivalentKubix 600mm long (Cat. No. AKB- 35771) or equivalent |
| 301 | Providing, fitting and fixing Glass Shelf complete as directed and specifiedCorner Glass Shelf with Brackets of Jaquar makeJaquar make or equivalentContinental (Cat. No. ACN- 1173) or equivalent |
| 302 | Providing, fitting and fixing CP Soap Tray/ Soap Dish complete as directed and specifiedJaquar make or equivalent |
| 303 | Queen\"s (Cat. No. AQN- 7731) or equivalent |
| 304 | Kubix (Cat. No. AKB- 35731) or equivalent |
| 305 | Providing, fitting and fixing Liquid Soap Dispenser and liquid soap container complete as directed and specifiedJaquar make or equivalent |
| 306 | Kubix make Glass Bottle (Cat. No. AKB- 35735) or equivalent |
| 307 | Providing, fitting and fixing CP towel rail complete as directed and specifiedJaquar make or equivalent |
| 308 | Queen\"s (600mm long) (Cat. No. AQN- 7711) or equivalent |
| 309 | Queen\"s (450mm long) (Cat. No. AQN- 7711A) or equivalent |
| 310 | Providing, fitting and fixing Chrome Plated Towel Ring complete as directed and specifiedJaquar make or equivalentQueen\"s (Cat. No. AQN- 7721) or equivalent |
| 311 | Providing, fitting and fixing Chrome Plated Toilet paper Holder complete as directed and specifiedJaquar make or equivalent |
| 312 | Continental Toilet Paper Holder with Flap (Cat. No. CAN- 1151N) or equivalent |
| 313 | Queen\"s Toilet Paper Holder with Flap (Cat. No. AQN- 7753) or equivalent |
| 314 | Providing, fitting and fixing Chrome Plated Waste Coupling complete as directed and specified |
| 315 | Jaquar make or equivalent32mm (HT/FT) (Cat. No. ALD-705/ 709) or equivalent |
| 316 | Cera make or equivalentWaste Coupling (Full Thread) 40mm (Cat. No. CA 103) or equivalent |
| 317 | Providing, fitting and fixing Chrome Plated Bottle Trap complete as directed and specifiedJaquar make or equivalent |
| 318 | Bottle Trap (with internal partition) 32mm size with 250mm long wall connection pipe (Cat. No. ALD- 769) or equivalent |
| 319 | Bottle Trap (with internal partition) 32mm size with 300mm long wall connection pipe (Cat. No. ALD- 769B) or equivalent |
| 320 | Providing, fitting and fixing Chrome Plated Grating complete as directed and specified |
| 321 | 160mm Dia |
| 322 | 110mm Dia |
| 323 | Supplying, fitting and fixing approved uPVC Pipes of different sizes with all necessary approved uPVC Fittings such as bend, Tee, Elbow, reducer, nipple, plug, tee, long screw fitting, clamps, etc. complete at all levels including below GL as directed and specified |
| 324 | Exposed or in TrenchesSupreme/ Prince/ SFMC Brand or other equivalent approved brand (High Pressure pvc Pipe Sch-40) |
| 325 | a) 50mm dia |
| 326 | b) 40mm dia |
| 327 | c) 32mm dia |
| 328 | d) 25mm dia |
| 329 | e) 20mm dia |
| 330 | f) 15mm dia |
| 331 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts The rate is inclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete.For HDPE Grade PE 100 PN 10.0: |
| 332 | a) 63mm dia |
| 333 | b) 75mm dia |
| 334 | c) 90mm dia |
| 335 | d) 110mm dia |
| 336 | e) 125mm dia |
| 337 | f) 140mm dia |
| 338 | g) 160mm dia |
| 339 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (including cost of specials not specifically mentioned in the BOQ) with jointing of approved type, with all labour, lead & lifts complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN4 |
| 340 | a) 75mm dia. |
| 341 | b) 110mm dia. |
| 342 | c) 160mm dia. |
| 343 | Concealed by Chiselling or breaking brick wall/ CC wall/ RC Wall and making good to the damaged structureSupreme/ Prince/ SFMC Brand or other equivalent approved brand (High Pressure PVC Pipe Sch-40) |
| 344 | a) 25mm dia |
| 345 | b) 20mm dia |
| 346 | c) 15mm dia |
| 347 | Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply including all CPVC Plain and Brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes joining of pipe.Exposed or in trenches |
| 348 | a) 32mm dia |
| 349 | b) 25mm dia |
| 350 | c) 20mm dia |
| 351 | d) 15mm dia |
| 352 | Spupplying, fitting and fixing CP Bib Cock 15mm dia of approved brand as directed and specifiedJaquar make or equivalent |
| 353 | a) Bib Cock Long Thread |
| 354 | b) 2- Way Bib Cock |
| 355 | Supplying, fitting and fixing Chrome Plated (CP) Stop Cock of approved brand and size as mentioned below as directed and specifiedJaquar make or equivalent |
| 356 | a) 15mm dia Angular Stop Cock |
| 357 | b) 15mm dia Angular Stop Cock with long thread |
| 358 | c) 15mm dia Concealed Stop Cock reduced body |
| 359 | Supplying, fitting and fixing CP Piller Cock of 15mm dia of approved brand as specified and directedJaquar make or equivalent |
| 360 | a) Contenental |
| 361 | b) Long Neck with areator |
| 362 | Supplying, fitting and fixing Chrome Plated Sink Cock of approved brand as directed and specifiedJaquar make or equivalent |
| 363 | a) Continental/ Clarion or equivalentSink Cock with raised J shaped swinging spout |
| 364 | Supplying, fitting & fixing Chrome Plated Flush Cock of approved brand as directed and specifiedJaquar make or equivalentContinental/ Clarion or equivalent |
| 365 | a) Flush Cock with wall flange 25mm with level knob |
| 366 | b) Flush Cock with wall flange 25mm with plain knob |
| 367 | Supplying, fitting & fixing Chrome Plated Shower 15mm dia of approved brand as directed and specifiedJaquar make or equivalent |
| 368 | a) Continental or equivalentOverhead Shower (ABS Chrome Plated) with rubit cleaning system |
| 369 | b) Queen\"s Collection or equivalentOverhead Rose Shower with revolving joint & 150mm long swivel shower arm |
| 370 | Supplying, fitting and fixing Chrome Plated Wall Mixer complete as directedJaquar make or equivalent |
| 371 | a) Continental/ Clarion or equivalentWall Mixer 3 in 1 system with provision for both telephonic shower and overhead shower complete with 115mm long bend pipe Cat. No. 1119 |
| 372 | Supplying, fitting & fixing Push Bib Cock 15mm dia complete as specified & directed by the Engineer-in-Charge |
| 373 | a) CPCHHeavy Type |
| 374 | Supplying, fitting & fixing ball valve as specified and directed |
| 375 | a) 25mm dia |
| 376 | b) 20mm dia |
| 377 | Supplying, fitting and fixing Check Valve including necessary threads to pipes |
| 378 | a) 90 mm dia (Heavy Type) |
| 379 | b) 75 mm dia (Heavy Type) |
| 380 | c) 63 mm dia (Heavy Type) |
| 381 | d) 50mm dia (Heavy Type) |
| 382 | e) 40mm dia (Heavy Type) |
| 383 | Supplying, fitting and fixing GI Foot Valve with strainer including cutting necessary threads to pipes |
| 384 | a) 50mm dia (Heavy Type) |
| 385 | b) 40mm dia (Heavy Type) |
| 386 | Supplying & placing Plastic Cylindrical Vertical Claused Top (PCVC) Tank make over stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet & outlet pipesSintex make or other approved make |
| 387 | a) 2000 ltr Capacity |
| 388 | b)1500 ltr Capacity |
| 389 | c) 1000 Ltr Capacity |
| 390 | Labour of erecting and placing PCVC Tank over the staging up to a height of 5.00m complete as directed |
| 391 | a) 2000 ltr Capacity |
| 392 | b) 1500 ltr Capacity |
| 393 | c) 1000 Ltr Capacity |
| 394 | Supply, installation and commissioning of the water treatment plant capable to treat the water and make it potable at theflow rate of 5000 LPH with suspended solids level less than 2000 ppm, and PH value and biological impurities beyond permissible limits of potable water parameters. |
| 395 | Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per specifications including cost of material, loading and unloading and as directed by the Engineer in charge.100 LPH : Cabin Type |
| 396 | Supplying PVC Pipes of 6kg/cm2 and all required fittings and fixing of the samewith clamps & fasteners, etc. as necessary complete at all levels as seepage water collector & down comer and other purpose as directed and specifiedin exposed surfaces or in trenches complete in all respect and as directed by Engineer-in-Charge |
| 397 | a) 160mm dia |
| 398 | b) 110mm dia |
| 399 | c) 73-80 mm dia |
| 400 | Supplying, fitting & fixing 87.5 degree PVC bend withj door including joining, fitting & fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches |
| 401 | a) 160mm dia |
| 402 | b) 110mm dia |
| 403 | Supplying, fitting & fixing 45 degree PVC bend including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed & specifiedIn exposed surfaces or in trenches |
| 404 | a) 160mm dia |
| 405 | b) 110mm dia |
| 406 | Supplying, fitting and fixing PVC single TEE including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches |
| 407 | a) 160mm dia |
| 408 | b) 110mm dia |
| 409 | Supplying, fitting and fixing PVC single Y with door including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia |
| 410 | Supplying, fitting and fixing PVC Double Y with door including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia |
| 411 | Supplying, fitting & fixing PVC Cross T with door including joining, fitting & fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm x 110mm |
| 412 | Supplying, fitting & fixing PVC Coupler including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia |
| 413 | Supplying, fitting and fixing PVC reducer including joining, fitting & fixing, etc. as necessary complete at all levels includign below GL as directed and specifiedIn exposed surfaces or in trenches160mm x 110mm |
| 414 | Supplying, fitting & fixing PVC reducing Tee with door including joining, fitting and fixing, etc. in exposed surfaces or trenches as necessary complete at all levels including below GL as directed and specified160mm x 110mm |
| 415 | Supplying, fitting and fixing PVC Socket Plug including joining, fitting & fixing, etc. in exposed surfaces or in trenches as necessary complete at all levels including below GL as directed and specified110mm |
| 416 | Supplying, fitting and fixing PVC cleaning pipe including joining, fitting and fixing, etc. in exposed surface or trenches as necessary complete at all levels including below GL as directed and specified |
| 417 | a) 160mm dia |
| 418 | b) 110mm dia |
| 419 | Providing, fitting & fixing PVC Cowel of ISI make complete as directed and specified |
| 420 | a) 160mm dia PVC Cowel of ISI make |
| 421 | b) 110mm dia PVC Cowel of ISI make |
| 422 | Providing, fitting & fixing 450mm dia 90mm thick CI man hole cover & frame of 58kg weight complete as directed and specified |
| 423 | Roof drain heads with horizontal gratings, complete as per specification |
| 424 | a) For 100 mm dia. pipe |
| 425 | b) For 150 mm dia. pipe |
| 426 | c) For 200 mm dia. pipe |
| 427 | Cast iron floor trap Nahni or ordinary type of self cleaning design and conforming to IS:1729 complete as per specification |
| 428 | a) 75 mm size |
| 429 | b) 100 mm size. |
| 430 | Brass gate valves solid wedge type with non-rising stem conforming to IS: complete as per specification |
| 431 | a) 25 mm NB |
| 432 | b) 32 mm NB |
| 433 | c) 40 mm NB |
| 434 | d) 50 mm NB |
| 435 | Light duty non-pressure RCC pipes conforming to IS:458, complete as per specification |
| 436 | a) 500 mm NB, class NP2 |
| 437 | b) 600 mm NB, class NP2 |
| 438 | c) Connection of drain or sewer line with existing manhole all complete |
| 439 | Drainage facilities |
| 440 | a) Open surface drains d=250mm, reinforced concrete |
| 441 | b) Open surface drains, trapezoidal channels w = 0.8m, h = 0.6m, reinforced concrete |
| 442 | c) PVC pipes d= 250mm perforated or plain |
| 443 | Open surface drain with bricks, complete as per specification. |
| 444 | a) Nominal size 15 cm X 20 cm |
| 445 | b) Nominal size 20 cm X 30 cm |
| 446 | c) Nominal size 50 cm X 20 cm |
| 447 | Permanent Dewatering forHead Race Tunnel |
| 448 | a) Drain pipe d=300mm (cast steel) |
| 449 | Open drain |
| 450 | a) Bottom width or pipe diameter up to 35 cm |
| 451 | b) Bottom width or pipe diameter 35 - 50 cm |
| 452 | c) Supply and installation of non return valves in Head Race Tunnel |
| 453 | Cast iron spun pipe, class A, conforming to IS:1536 complete as per specification |
| 454 | a) 100 mm NB |
| 455 | b) 150 mm NB |
| 456 | c) 200 mm NB |
| 457 | d) 250 mm NB |
| 458 | e) 300 mm NB |
| 459 | Manhole of RCC grade M20 all completeRectangular shaped manhole |
| 460 | a) For depths from 0.6 to 0.9 m inside size 1.2 X 0.9 m |
| 461 | b) For depths from 0.9 to 2.3 m inside 2.9.1size 1.2 X 0.9 m |
| 462 | c) Connection of drain or sewer line with manhole |
| 463 | Gully chamber of brickwork, including grating with frame, excavation filling and disposal of surplus earth all complete |
| 464 | Providing, installing & commissioning of hybrid system of anaerobic bio-sewege treatment plant followed by aerobic process for treatment of black water and grey water with all necessary accessories such as pre-filter, on-site constructed BD tank, aeration tank, post treatment filter, pumping equipment as per the drawing and technical specifications |
| 465 | MISCELLANEOUS WORKSComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge. |
| 466 | Fencing Works |
| 467 | a) Fencing with angle iron vertical post and strut placed at required distance embedded in cement concrete blocks, GI chain link fence fabric, GI Line wire, GI Barbed wire, GI staples, eye-hook,turn buckles, etc. complete as per specification and drawing (Cost of Posts, struts, earth work and concrete work to be paid separately). |
| 468 | b) Supply, fabrication and erection of Steel post and struts etc. complete as per drawing and specification. |
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