BRR : 1801917 Tender For Haulage, Clearing, Cartage And Miscellaneous Work Satindanel Pg Bottling Plant , At Gidha For A Period Of One Year And Extendable To Another Two Years On Yearly Basis At Same Rate, Terms & Condition On Mutual Consent Basis -Segregation Of Cylinders Meant For Statutory Testing By Reading The Date On The Vertical Stay Plate / Hot Repairable / Irrepairable For Deshaping By Visual Inspection And Stacking The Cylinders Of Different Category That Is Due For St, Due For Hot Repair, Irrepairable, Omc, Spurious Etc. At Nominated Place In Vertical Stacksas Per Instructions For Both The Carousel Stream 2 De-Caping / Opening Of Safety Caps From The Cylinders Valve. Broken / Damaged / Safety Caps To Be Removed . Job Includes Collection Of Defective Safety Caps I.E. With Damaged Threads And R.S. Clips And Sound Safety Caps Which Are Not Tied With Vertical Stay.The Job Is For Both The Carousel Stream 3 Checking Cylinders Valves For Presence Of ‘O’ Ring Cylinders On Conveyor And Stacking Of The Same On Plant Floor As Directed And Fixing Of New ‘O’ Ring In The Valve With Coropration Supplied ‘O’ Ring Fixing Tool As Directed.The Job Is For Both The Carousel Stream. 4 Tying And Fixingof Safety Caps With Incoming Streams Of Cylinders By Looping The Threads With One Of The Vertical Stay. The Caps Are To Be Tied With The Cylinders, Which Are Not Having Safety Caps Tied With Vertical Stay. To Avoid The Damage, Safety Caps Are To Be Hanged Around Sc Valve Of The Cylinder.The Job Is For Both The Carousel Stream. 5 Replacement Of O-Ring In O-Ring Missing Cylinders Detected By O-Ring Detector In Both The Carousel Line In Correction Loop, Passing These Into Main Stream .Also Diverting Valve Defect Cylinders Detected By Vd Machines Towards Evacuation Unit Through Conveyor. 6 Replacement Of Defective Valve In Valve Defective Cylinders Detected By Eld M / C In Both The Carousel Line In Correction Loop / In Vcwe M / C, Passing These Into Main Stream .Also Diverting Valve Defect Cylinders Detected By Vd Machines Towards Vcwe M / C Through Conveyor. 7 Placing Of Pvc Seal On Cylinders In Motion On Conveyor. Seal Should Be Tight / Striaght Enough To Enable Sealing. 8 Sealing Of Those Filled Cylinders Which Are Not Sealed With Automatic Sealing Unit Or, Are Improperly Sealed On Moving Conveyor By Mechanical Crimper / Portable Hot Air Sealing System On The Output Conveyor Manually. Necessary Tool Shall Be Supplied By Corporation. The Job Includes Removal Of Seal Of Improperly Sealed Cylinders And Placement Of Safety Cap, Pvc Seal On To The Valve, If Not Available. 9 Replacement Of Defective Sc Valve After Evacuation Of Valve Defect Cylinders In Valve Change Machine With Proper Torque.The Job Includes Supervising Depressuring Of Cylinder, Putting Teflon Tap In Valve Thread Etc As Per Direction. 10 Repair Of Cylinders With Bend Vertical Stay By Straightening The Same With The Help Of Hydraulic ( Vp Ring / Foot Ring Straightening Mc ) / Mechanical Machines / Manual Jacks As Directed. The Job Includes All Handling Involved In The Operation, Such As Stacking, Desatcking, Offloading From Conveyor And Loading Onto The Conveyor. 11 Topping Up Of Soap Solution Trays For Various Chain Conveyors During Operation. The Job Includes Shifting Of Soap Drum From Stores To Plant At Nominated Place, Preparation Of Soap Solution In 1:10 Ratio Or As Directed, By Manual Stirring Or By Mechanical Strirrer And Carrying The Soap Solution Through Pipeline / In Contractor Supplied Buckets For Topping Up The Soap Solution Trays. It Should Be Ensured That All Trays Are Always Found In Topped Up Condition.Approximate No. Of Trays - 150.This Job Includes Return Back Of Empty Cain Kote Drums From Shed / Yard To Nominated Scrap Yard As Directed. 12 Handling Of Cylinder To Avoid Toppling / Jamming On Conveyor Due To Damage Footring Or Due To Any Other Reason Including Operation Of On / Off Switches Of Coveyor. 13 Retrieval Of Safety Caps From Various Places In And Around The Plant, Handing Over To Stores In 100 Caps Bunch After Removing Seal. Washing And Repairing Of Defective Caps By Replacing Threads And S.S. Clips As Directed. ( S.S. Clips And Nylon Threads Will Be Provided By Corporation. Payment Will Be Made For Fit Safety Caps Deposited To Stores / Plant ) . 1 Bunch Of 100 Caps Will Be Considered As 1 No. Unit. 14 Destacking Of Empty Cylinders From The Stacks On Plant Floor And Putting Them On Conveyor At Any Stage Including Shifting By Trollies Or, Mannually. No Belly Rolling Of Cylinders Is Permitted. 15 Cylinder Size 14.2 Kg / 19 Kg 16 Cylinder Size 5 Kg 17 Cylinder Size 47.5 Kg 18 Cylinder Size 425 / 450 Kg 19 Destacking Of Filled Cylinders From The Stacks On Plant Floor And Putting Them On Conveyor At Any Stage Including Shfting By Trollies Or, Mannually Irrespective Of Crossing Any Number Of Chain Conveyors. 20 Cylinder Size 5 Kg 21 Cylinder Size 14.2 Kg / 19 Kg 22 Cylinder Size 47.5 Kg 23 Cylinder Size 425 / 450 Kg 24 Stacking Of Empty Cylinders By Removing Them From Chain Conveyor At A Nominated Place In Stacks Including Shifting By Trollies, Or Manually Irrespective Of Crossing Any Number Of Chain Conveyors. 25 Cylinder Size 5 Kg 26 Cylinder Size 14.2 Kg / 19 Kg 27 Cylinder Size 47.5 Kg 28 Cylinder Size 425 / 450 Kg 29 Stacking Of Filled Cylinders By Removing Them From Chain Conveyor At A Nominated Place In Stacks Including Shifting By Trollies, Or Manually Irrespective Of Crossing Any Number Of Chain Conveyors. 30 Cylinder Size 5 Kg 31 Cylinder Size 14.2 Kg / 19 Kg 32 Cylinder Size 47.5 Kg 33 Cylinder Size 425 / 450 Kg 34 Shifting Of Empty Cylinders / New Cylinders / Hot Repaired / Retested Cylinders From Anywhere Within Plant Sheds, Including Stacking / Destacking Crossing Any Number Of Chain Conveyors By Using Trollies / Manually As Directed. 35 Cylinder Size 5 Kg 36 Cylinder Size 14.2 Kg / 19 Kg 37 Cylinder Size 47.5 Kg 38 Cylinder Size 425 / 450 Kg 39 Shifting Of Filled Cylinders From Anywhere Within Plant Sheds Including Stacking / Destacking Crossing Any Number Of Chain Conveyors. 40 Cylinder Size 5 Kg 41 Cylinder Size 14.2 Kg / 19 Kg 42 Cylinder Size 47.5 Kg 43 Cylinder Size 425 / 450 Kg 44 Fixing Of Corporation Supplied Stickers. Neck Lables Etc. On Cylinders At A Place As Directed After Cleaning The Surface With Wet Cloth Which Will Be Supplied By The Contractor. 45 Cleaning Of Water Bath On Daily Basis At The End Of The Day And As Directed. The Job Includes Emptying Of Water Bath, Cleaning Of Mud, Dirt Etc., Cleaning Of Inner Surface Of Water Bath By Using Wire Brush And Suitable Detergant And Cloth And Washing Of Water Bath By Fresh Water And Finally Topping Up With Fresh Water. Brush, Cloth And Pvc Pipe To Be Provided By Contractor. 46 Sweeping Floors Of Filling / Empty / Filled / Valve Change Sheds On Daily Basis During The Shift, Disposing Of Accumulated Dirt, Dust, Muck Etc In A Nominated Place As Directed On Shift Basis. The Item Also Include Cleaning Of Drinking Water Basins In Shed Area. 47 Cleaning Of One No. Of Washing Unit Tank / Pit Daily Including Removal Of Mud / Dirt Etc. 48 Opening Of Valve Slip Cylinders. The Job Includes Opening Of Round Off Valves By Special Hand Tools / Wrenches Etc. Provided By Contractor. The Item Also Includes Stacking / Destacking Shifting And Handling Of Cylinders. ( The Payment Will Be Made For Only Those Of Which Valve Is Opened ) . 49 Providing Assistance In At S&D In Each Of Working Shift For Storing , Collection, Arranging The Documents Which Includes Maintaining Co-Ordination With Filling Shed, Security Gates, For Collection / Despatch Of Documents 50 Providing Assistance At S&D In Each Of Working Shift For Preparation Of On-Line Way Bill For Packed Trucks, Bulk Trucks, Other Incoming Materials Like New Cyls, Dpr, Consumables Etc 51 Providing Assistance To Accounts And Pm Section Section For Different It Related / Clerical Jobs 52 Collecting Documentsfrom Location, Depositing The Relevent Documents At Sbi Or Any Other Bank As Well As Other Offices Like Factory Inspector Office , Dm Office, Etc. Against Acknowledgement As Specified.Submitting The Acknowledgement On The Same Day At The Location. This Includes The Collection / Delivery Of Any Documents From Plant To Local Ioc Offices Etc. 53 Collection Of Various Documents From Directed Places In The Plant ( S&D, Filling Shed & Admn. Bldg. Etc. ) & Arranging Them In Serial Order As Directed, Binding The Same & Placing In Record Room As Directed. 54 Serving Tea / Cofee / Snacks Etc For Guests At Plant ManagerS Section .Materials To Be Provided By Corporation. 55 Providing Assistance For Record Keeping In Maintenance Store For Proper Record Keeping Of Receipt / Issue Of Materials From / To Plant And Within Plant As Per Direction 56 Valve Retrieval – The Job Includes The Retrievalthroughvalve Retrival Machine As Per The Direction Of Plant In Charge.The Job Includes Bringing Of Old / Defective Valves From Stores And Segregation, Painting Of Colour Mark On Retrieved Valve And Depositing Both Retrieved And Defective Valves In The Stores, Compressed Air, Kerosene, Testing Equipments And Facilities Will Be Provided By Corporation. Payment Will Be Made For Actual No Of Valves Retrieved 57 Upkeep And Dusting Of Floor, Roofs And Walls, Removal Of Cob Webs Of The Building Blocks And Bath Room, Water Cooler Room Etc. The Job Includes Cleaning Of Floor By Wet Cloth And Phenyl / Dettol, Dusting And Cleaning Of Glass Doors, Office Furniture, Table, Chairs, Racks, Cupboards, Almirah, Dust Bins, Etc, On Daily Basis. . All Required Items Like Phenyle, Acids, Brooms, Natphalene Balls, Cloth Etc. Will Be Provided By Contractor.The Areas Include Administrative Block, S&D Block, Watchman Cabin, Canteen, Workers Amenity Block, Club Room, Stores, Main Gate, Drivers Rest Rooms, Security Rest Rooms, Frisking Gate Etc. 58 Cleaning / Maintaining DriverS Rest Room Incldg Toilets , Contract WorkerS Rest Room / Toilets . 59 Maintaining Of All Lawns & Flower Plants & Earthen Pots As Directed In Plant.The Job Includesregular Watering Of Lawn & Flower Pots, Plants And Earthen Pots, Changing Of Soil And Manuring. Trimming Of Unwanted Branches, Removal Of Weeds & Cutting Of Grass Pof Lawn On Day To Day Basis. Manure, Plant Sapplings, Seeds, Flowe Pots, Hose Pipes For Watering Witt Be Provided By The Corporation. 60 Cleaning Of All Soap Soultion Trays Every Week The Job Includes Removal Of Soap Trays From Conveyor, Removal Of Muck, Mud And Sludge From Trays, Cleaning With Non-Ferrous Brush And Washign With Fresh Water The Sludge, Muck, Mud Removed From Trays Is To Be Disposed Off At Designated Place As Directed.The Job Also Includes Preparation Of Soap Solution In 1:10 Ratio Or As Directed And Filling Of Trays With Fresh Soap Solution Prepared. Wire Brush And Other Materials Required For Cleaning Will Be Provided By Contractor. 61 Washing Of All Sheds With Water On Weekly Basis Including Removal Of All Mud, Dusts Etc 62 Cleaning Of All Chain Conveyor Channels With Jet Water Using Hose Pipes And Cleaning All Accumulated Dusts, Muds Etc In The Channel, Removal Of All Unwanted Materials . After Cleaning Chain Conveyor Will Be Run With Soap Sloution Carried To The Channel By Running The Drive Units 63 Upkeep Of All Roads In Licensed, Unlicensed And Buffer Zone Area Including Cleaning Of Truck Parking Area, Sweeping Of Roads, Paved Area, Unpaved Area On Weekly Basis And Disposing Of Collected Muck / Sludge, Dirt Etc. At Nominated Place Within The Plant / Outside, As Directed. 64 Upkeepingof Facilities With Removal Of Cob Webs From Roofs, Pillers, Structures, On Weekly Basis, Disposing Of Accumulated Dirt, Dust, Muck Etc In A Nominated Place As Directed. The Job Also Includes Cleaning Of All Machines, Equipments In All The Sheds 65 Spray Of Pesticides / Weedicides In Office Buildings, All Plant Sheds, Cr. Shed, Stores, Workers Amenity Block, S & D, Watchman Cabin, Dg & Pmcc And Fire Pump House And Surroundings Area In The Plant ( Raw Material, Spray Machine Will Be Provided By Corporation ) . 66 Shifting Of Cylinders From Ground To Plant Floor Or Vice Versa Through Truck / Tractor / Trolley / Manually As Suitable.It Includes Stacking / Destacking, Loading / Unloading And Handling. 67 Stencilling Of Cylinders With Appropriate Fix Letterings, After Properly Preparing The Surface By Cleaning With Non Ferrous Wire Brush, Removing Dirt Etc. With Quick Drying Synthetic Enamel Paint Of Appropriate Colour And Approved Make And Quality. The Paintbrush And Stencils ( Size Approved By Plant ) Will Be Provided By Contractor. The Item Also Includes Stacking / Destacking Shifting And Handling Of Cylinders Required For Stenciling. This Job Is For All Type Of Lpg Cylinders ( 14.2 Kg / 19.0 Kg / 5.0 Kg / 47.5 Kg ) .The Different Categories Are As Under : 68 Tareweight Letter Sizes 40 Mm With Black Paint At 3 Places On Cylinders. 69 Net Weight 14.2 Kgs. With Black Paint In One Place With 20 Mmx3 Mm Letter Size. 70 Stenciling Of Check Seal Before Delivery On Cylinders As Directed With White Paint. 71 Stenciling Of Tare Weight Of 40Mm Size In Two Places Inside Vertical Stay Of Cylinder With Black Paint 72 Stenciling Of “Switch Off Regulator After Use” As Directed With White Paint. 73 Stenciling Of Indane In English And Hindi In An Area Of 114 Mm X 268 Mm Each At Two Places On The Body Of The Cylinder As Per Direction. 74 Stenciling Of “Statutory Test Due Date And Background Painting On One Of The Vertical Staywith Appropriate Colour / Paint As Directed. 75 Cutting Of Grass. Vegitation, Tiger Grass And Unwanted Plants Etc In The Licensed Area / Buffer Zone / Unlicensed Area The Job Also Inludes The Disposal Of Cut Grass Etc At Nominated Place Inside / Outside Of The Plant Premises As Directed, . Using Trollies / Tractors As Directed. All Tools / Plants / Equipments Required For Cutting Grass Tiger Grass, Tractor Trolly For Lifting & Disposing The Same Will Be Provided By Contractor. 76 Upkeeking And Cleaning Of Drains Including Main And Branch Drains Within Plant Premises. The Job Includes Removal Of Mud / Slurge / Mick Etc. Collected In Drains And Disposing Thye Same At Nominated Place Inside / Outside Of Plant As Directed. Arrangement Of Lifting And Shifting The Slurge Etc. To Be Provided By The Contractor. 77 Spray Of Weedicides. The Job Include Spraying Of Weedicides As Supplied By The Corporation In Correct Proportion Using Manual Spray Machine As Supplied By The Corporation. The Dry Vegitations Are To Be Removed And Disposed Suitably As Directed. 78 Cleaning Of Service Water Tank On Holiday Or After Close Of Operation As And When Required The Job Includes Emptying Of Tank. Removal Of Green Moss, Scrapping Of Surface By Wire Brush. Washing By Fresh Water And Finally Filling Of Same With Fresh Water. Brushes And Brooms Will Be Provided By Contractor. 79 Cleaning Of Septic Tanks & Chambers With Suitable Device After Opening The Manhole Cover.The Job Includes The Disposal Of Waste At Nominated Place As Directed Within The Plant / Outside Plant Premises.This Also Includes Cleaning Of Drainage Pipe And Chambers As & When Required. 80 Degassing – Destacking Of Cylinders Of Any Size From Nominated Stack On The Plant Floor Shifting Of Cylinders, If Required. Opening Of Valve By Approved Tools, Filling Of Water Into The Cylinders Up To The Brim Removing The Water By Inverting The Cylinders And Shifting The Same On The Ground After Putting Corporation Supplied Bung Cap. The Item Includes All Handling Involved In The Operation. The Whole Job Will Be Considered As One Activity. All Tool Required For The Above Job Will Be Provided By Contractor. The Item Also Includes Depositing Of Valves Removed From Cylinders To Store In Proper Counting. 81 Deshaping Of Cylds By Using ( Hydraulic Press To Be Provided By Ioc ) On A Press Defacing Of All Marking On Cylds After Recording The Details In Proper Records As Directed Including Handling Of Cylds Within Plant Premises. The Requisite Press, Grinder And Electricity, Cabling And Maintenance Of The Press And Grinder Will Be Done By Corporation.This Job Includes All Type Of Lpg Cylinders ( 14.2 Kg / 19 Kg / 5.0 Kg / 47.5 Kg ) 82 Levelling Of Ground By Using Showels / Tractors / Jcbsprovided By Contractor In The Licensed / Unlicensed Area. . 83 Deshaping Of Defective Valves As Directed And Only At A Nominated Place In The Plant Premises. The Item Also Includes Shifting Of Valves After And Before Deshaping. The Job Also Includes The Packing Of Deshaped Valves In Wooden Crates Or Gunny Bags After Weightment, Painting Of Item Description And Weight Details Over The Package And Stacking Of Package At Nominated Place. Equipments For Deshaping Valves Will Be Provided By Contractor. Lot Of 100 Valves Will Be Considered As One Unit 84 Breaking Of Defective Pressure Regulators By Using Hammer As Directed. The Item Also Includes Shifting Of Prs After And Before Deshaping. The Job Also Includes The Packing Of Broken Pressure Regulators In Wooden Crates Or Gunny Bags After Weighment, Painting Of Item Description And Weight Details Over The Package And Stacking Of Package At Nominated Place. Equipments For Breaking Pressure Regulators And Paint Will Be Provided By Contractor. Lot Of 100 Prs Will Be Considered As 1 No. Unit 85 Checking Of Fire Extinguishers Of The Capacity ( 10 Kg & 75 Kg ) Mentioned Below As Per Is 3710 Once In A Quarter, Its Rectification And Maintaining A Record As Directed 86 Re-Painting Of Cylinders:The Job Include Application Of One Ccoat Of Synthetic Enamel Over One Coat Of Primer As Per The Specifications Mentioned In The Procedure Of Re-Painting Including Supply Of Paints. The Job Also Include Painting / Strencelling Of All Statutory As Well As Operating Markings And Instruction On The Cylinder Body As Mentioned In Procedure Including The Logo Of Indane. Necessary Consumables Like Screen For Printing Of Markings, Instuction Or Logo And The Required Ink Are To Be Supplied By The Contractir. The Job Also Include Shifting Of Cylinders After Due Certification To Empty Shed And Feeding Them To Conveyor For Filling. 87 For 14.2 Kg Cylinders 88 For 19 Kg Cylinders 89 Loading / Unloading Of Filled Cylinders Conveyor To Trucks & Vice Versawhere The Rates Is Being Obtained For Carrying Out Job In Case Of Exigency 90 For 14.2 Kg Cylinders 91 For 19 Kg Cylinders 92 For 5 Kg Cylinders 93 For 47.5 Kg Cylinders 94 Loading / Unloading Of Empty Cylinders Conveyor To Trucks & Vice Versawhere The Rates Is Being Obtained For Carrying Out Job In Case Of Exigency 95 For 14.2 Kg Cylinders 96 For 19 Kg Cylinders 97 For 5 Kg Cylinders 98 For 47.5 Kg Cylinders 99 Supervising And Mointoring Of Complete Work Of Loading / Unloading Of Cylinders, Haulage , Cartage , Clearing & Misc Workin Consultation With Location In Charge / Officer In Charge In Shift And Keeping Location In Charge Informed About Status 100 Sunday / Holiday Bottling As Per Job Required For Weekly Operating Dayper Carousal Per Shift. 101 Night Shift Bottling Single Carousel 102 Night Shift Bottling Doublecarousel 103 Extended Hour Bottling Whenever Required

BRR : 8436902 Annual Rate Contract For Civil And Other Miscellaneous Maintenance Works At Wrpl Beawar And Sendra Station=10 NRECIV0001: Cleaning mosaic floor with Carborundum block stone, oxalic acid and caustic soda for all heights of all patches, spots a nd polishing with Mansion polish with all tools, tackles, consumables, materials & labour all complete. 20 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 30 NRECIV0003: Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI grade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes / Finit in required proportion to make the a rea clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall b e measured). 40 NRECIV0004: Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water wi th wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete as per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with clea ning powder,paint remover as per requirement all labour, material etc.complete. 50 NRECIV0005: Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, c leaning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with all labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 60 NRECIV0006: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane not exceeding 1.00 sq.m in area 70 NRECIV0007: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane exceeding 1.00 sq.m in area 80 NRECIV0008: Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Exec utive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, segregate the waste into biodegradable & non bio-degradeable waste and finally dispose themseparately at designated place (Dumping Yard/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc . complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to wo rkmen, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engi neer-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepe rately. The unit MONTH (MON) shall mean per house/building per month 90 NRECIV0009: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain upto 2.0 sqm. 100 NRECIV0010: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 2.0 sqm. and upto 4.0 sqm. 110 NRECIV0011: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 4.0 sqm. and upto 10.0 sqm. 120 NRECIV0012: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 10.0 sqm and upto 15.0 sqm. 130 NRECIV0013: Labour charges for cleaning and dechoking of the nahani trap, gully trap and inspection chambers alongwith the CI and S W pipe connection of house drainage including flushing, removal of sludge muck outside all labour, tools etc. complete. The contract or has to clean the line from Nahani trap upto inspection chamber or vice-versa complete. 140 NRECIV0014: Cleaning and removing choking from existing rain water pipe including removing the shoe or grating if necessary & fixin g the same without damaging & fitting of specials all labour etc.complete. Up to 5 mtr. Height 150 NRECIV0015: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth upto 2.0 M 160 NRECIV0016: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 170 NRECIV0017: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 3.0M 180 NRECIV0018: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth upto 2.0 M 190 NRECIV0019: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 200 NRECIV0020: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 3.0M 210 NRECIV0021: Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compres sed air, steaming etc. removal of oily muck outside the chamber completed upto 100M lead. The item includes transportation of all ma chinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. 220 NRECIV0022: Cleaning, dechoking and flushing 100mm/ 50mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sew er cleaning rods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. 230 NRECIV0025: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Upto a lead of 1 km 240 NRECIV0026: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 1 km but upto 2 km 250 NRECIV0027: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 2 km but upto 3 km 260 NRECIV0028: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Upto a lead of 50 m. 270 NRECIV0029: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Every additional leads of 50 m or part thereof beyond 1st 50 m upto 9 such additional leads. 280 NRECIV0030: Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driv er, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Eng ineer-in-Charge.(8 hours working period of one tractor is considered as one tractor day). Unit EACH (EA) stands for tractor days. 290 NRECIV0031: Edging with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, laid dry length wise, including requ ired excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50m. 300 NRECIV0038: Providing comprehensive pest control services to the building, sheds, cable trenches, drains and other facilities of th e establishment, to control the nuisance of various pests including (but not limited to) rodents, snakes, lizards, beehives, cockroa ches, mosquitoes, Red and Black ants, crawling pests, house flies, fruit flies, etc. Job includes placing / injecting rodenticide ba its, glue trays, snake repellent and other chemicals, insecticides, Fogging/fumigation, Removal of bee hives below ground (in trench es upto depth of 1m) and above ground (up to height of 15m), complete with all labours, materials, tools, and tackles, equipments, c onsumables etc complete. Periodicity of scheduled pest control activities shall be monthly, while ad hoc requirement shall be as and when required as directed by EIC whose decision shall be final. Area of measurement for pest control application shall be designate d by EIC. Rate is For (PER SQM PER MONTH) 310 NRECIV0039: Lifting, shifting, loading, unloading on of heavy equipment / material etc etc with the help of hydra/crane etc (Min 12T ) including all accessories like belt, sling etc as per directions of EIC/ Site- Engineer. (Unit EA shall mean carrying out abov e activities for 8 hrs. a day). 320 NRECIV0040: Hire and running charges of loader. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 330 PJEALU2634: Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubul ar sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM ru bber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever require d including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per arc hitectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separat ely] : 340 PJEALU2636: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 350 PJEALU2637: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 360 PJEALU2638: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 370 PJEALU2639: For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixi ng of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for sepa rately] : 380 PJEALU2640: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 390 PJEALU2641: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 400 PJEALU2642: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 410 PJEALU2650: Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, havin g brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cut ting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : 420 PJEALU2651: With stainless steel cover plate minimum 1.25 mm thickness 430 PJEALU2652: With brass cover plate minimum 1.25 mm thickness 440 PJEALU2685: Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by pr oviding weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and dir ections of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : 450 PJEALU2686: Up to 5 mm depth and 5 mm width 460 PJEALU2687: Up to 10 mm depth and 10 mm width 470 PJEALU2688: Up to 20 mm depth and 20 mm width 480 PJEALU2689: Providing and fixing, on fixed glazing/ doors/ window panes, sun control film HP NATURAL 35 SAFETY COMBINATION FILM-4Mi l of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturers specification and as per directions of the Engineer-in-Charge. 490 PJECLA0192: Marble work gang saw cut (polished and machine cut) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marb le of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 ceme nt : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment t o match the marble shade [Note: To be secured to the backing by means of cramps, which shall be paid for separately] : 500 PJECLA0193: Area of slab up to 0.50 sqm 510 PJECLA0194: Area of slab over 0.50 sqm 520 PJECLA0195: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 530 PJECLA0196: Area of slab up to 0.50 sqm 540 PJECLA0197: Area of slab over 0.50 sqm 550 PJECLA0198: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone sl ab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required s ize, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with जोधर्पुर matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 560 PJECLA0199: Area of slab up to 0.50 sqm 570 PJECLA0200: Area of slab over 0.50 sqm 580 PJECLA0201: Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edg e to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge : 590 PJECLA0202: Marble work 600 PJECLA0203: Granite work 610 PJECLA0206: Mirror polishing on Marble work/ Granite work/ Stone work wherever required to give high gloss finish complete. 620 PJECLA0220: Providing and fixing machine cut, mirror/ eggshell polished Italian Marble stone slab (Perlato, Rosso verona, Fire Red o r Dark Emperadore etc.) of 18 mm thickness for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 c ement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 Kg/sq.m. including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directe d by the Engineer-in-Charge : 630 PJECLA0221: Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional h eight of 3 m or part thereof. 640 PJECLA0222: TILE WORK IN CLADDING : 650 PJECLA0223: Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the ma nufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-i n-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. 660 PJECON0069: CEMENT CONCRETE (CAST IN-SITU) : 670 PJECON0070: Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer: 680 PJECON0071: 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal siz e derived from natural sources] 690 PJECON0072: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources] 700 PJECON0074: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size de rived from natural sources] 710 PJECON0078: Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) deriv ed from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line incl uding providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per sq uare metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications a nd direction of Site Engineer. 720 PJECON0080: Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal siz e, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specificatio ns and directions of the Engineer-in-Charge. 730 PJECON0082: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manuf acturers specification. [Note: Unit KG shall mean PER BAG OF 50 KG OF CEMENT]. 740 PJECON0085: Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centerin g, shuttering and finishing: 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 2 0 mm nominal size derived from natural sources] 750 PJECON0087: Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, ancho r blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mort ar 1:3 (1 cement : 3 coarse sand), cost of required centering complete: 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources] 760 PJECON0088: Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete : 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 770 PJEDIS1159: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per th e directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same s hall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : 780 PJEDIS1160: Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 790 PJEDIS1161: Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) 800 PJEDIS1162: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mat erial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift o nly & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be d one prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 810 PJEDIS1163: Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mate rial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of n ecessary covers/ barricades around the work area shall be done prior to dismantling operations] 820 PJEDIS1164: Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engine er-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by th e Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] 830 PJEDIS1165: Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 840 PJEDIS1166: Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and d isposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall b e allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades aro und the work area shall be done prior to dismantling operations] 850 PJEDIS1168: Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable materi al and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. 860 PJEDIS1171: Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc . complete and stacking within 50 metres lead : 870 PJEDIS1172: Of area 3.0 sq. metres and below 880 PJEDIS1173: Of area beyond 3.0 sq. metres 890 PJEDIS1177: Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : 900 PJEDIS1178: Rolled Steel Joists 910 PJEDIS1179: Channels, angles, tees and flats 920 PJEDIS1181: Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 me tres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantlin g operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge .] 930 PJEDIS1185: Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : 940 PJEDIS1186: For thickness of tiles 10 mm to 25 mm 950 PJEDIS1187: For thickness of tiles above 25 mm and up to 40 mm 960 PJEDIS1188: Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unservicea ble material within 50 metres lead. 970 PJEDIS1190: Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable ma terial within 50 metres lead. 980 PJEDIS1191: Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 990 PJEDIS1192: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : 1000 PJEDIS1193: G.S. Sheet 1010 PJEDIS1194: Asbestos Sheet 1020 PJEDIS1198: Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 1030 PJEDIS1200: Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : 1040 PJEDIS1201: Thickness up to 40 mm 1050 PJEDIS1202: Thickness above 40 mm up to 75 mm 1060 PJEDIS1204: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres l ead : 1070 PJEDIS1205: 75 to 80 mm dia pipe 1080 PJEDIS1206: 100 mm dia pipe 1090 PJEDIS1207: 150 mm dia pipe 1100 PJEDIS1208: Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable mater ial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift onl y & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be don e prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : 1110 PJEDIS1209: Water Bound Macadam Road 1120 PJEDIS1210: Bituminous Road 1130 PJEDIS1211: Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1140 PJEDIS1212: 15 mm to 40 mm nominal bore 1150 PJEDIS1213: Above 40 mm nominal bore 1160 PJEDIS1214: Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical m eans breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per the directions of Engineer-in-Charge : 1170 PJEDIS1215: Up to 150 mm diameter 1180 PJEDIS1216: Above 150 mm dia up to 300 mm dia 1190 PJEDIS1217: Above 300 mm diameter 1200 PJEDIS1221: Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manual ly/ by mechanical means and stacking the pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1210 PJEDIS1222: Up to 150 mm diameter 1220 PJEDIS1223: Above 150 mm diameter 1230 PJEDIS1224: Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metre s lead as per the directions of Engineer-in-Charge. 1240 PJEDIS1228: Dismantling of flushing cistern of all types (C.I./ PVC/ Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 1250 PJEDIS1232: Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 1260 PJEDIS1233: Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1270 PJEDIS1234: Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unservic eable surplus material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge. 1280 PJEDIS1237: Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. 1290 PJEDRA2505: Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg 1300 PJEDRA2506: Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : 1310 PJEDRA2507: Light Duty-2.5 : 1320 PJEDRA2508: Rectangular shape 600x450 mm internal dimensions 1330 PJEDRA2509: Square shape 450 mm internal dimensions 1340 PJEDRA2510: Circular shape 450 mm internal diameter 1350 PJEDRA2511: Medium Duty-10 : 1360 PJEDRA2512: Square shape 450 mm internal dimensions 1370 PJEDRA2513: Circular shape 500 mm internal diameter 1380 PJEDRA2514: Heavy Duty-20 : 1390 PJEDRA2515: Circular shape 560 mm internal diameter 1400 PJEDRA2516: Extra Heavy Duty-35 : 1410 PJEDRA2517: Circular shape 560 mm internal diameter 1420 PJEDRA2518: Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both si des with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels fo r the drain etc. complete : 1430 PJEDRA2519: For pipes 100 to 250 mm diameter 1440 PJEDRA2520: For pipes 250 to 300 mm diameter 1450 PJEDRA2521: For pipes 350 to 450 mm diameter 1460 PJEDRA2550: Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floor s, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materi als, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 1470 PJEDRA2551: Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure coppe r floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications a nd directions of the Engineer-in-Charge. 1480 PJEDRA2553: Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) i ncluding making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat c ement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per s tandard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling , curing etc., as per specifications and directions of the Engineer-in-Charge. 1490 PJEDRA2588: Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL shall mean KILO LITRE] 1500 PJEDRA2589: Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, a ll as per the directions of Engineer-in-Charge. 1510 PJEDRA2590: Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting s ewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including ski lled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking an d flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia up t o 300 mm dia for all depth. 1520 PJEEAR0002: Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) i n all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Ch arge. 1530 PJEEAR0004: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sid es of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area l imits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tion of Site Engineer. 1540 PJEEAR0005: In all kinds of soil 1550 PJEEAR0006: In Ordinary rock 1560 PJEEAR0009: Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractors own borrow areas including royalty, with all leads and lifts in trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceed ing 20cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specif ications and direction of Site Engineer. 1570 PJEEAR0011: Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportatio n, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. compl ete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 1580 PJEEAR0013: Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. 1590 PJEEAR0014: Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including deli very as specified. 1600 PJEEAR0015: Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1610 PJEEAR0016: Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : 1620 PJEEAR0017: Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. : 1630 PJEEAR0020: Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based soluti on) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same : 1640 PJEEAR0021: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measu red at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 1650 PJEEAR0022: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 1660 PJEEAR0023: Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, r emoving the roots and stacking of serviceable material and disposal of unserviceable material : 1670 PJEEAR0024: Beyond 30 cm girth upto and including 60 cm girth 1680 PJEEAR0025: Beyond 60 cm girth upto and including 120 cm girth 1690 PJEEAR0026: Beyond 120 cm girth upto and including 240 cm girth 1700 PJEEAR0027: Above 240 cm girth 1710 PJEEAR0028: Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for a ll lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having dire ctions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] 1720 PJEEAR0030: Excavating trenches by mechinical / manual means of required width in all kinds of soil for pipes, cables, etc. includin g excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and th en returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil, all work up to any lead & lift as directed by the Engineer-in-Charge : 1730 PJEEAR0031: Pipes, cables etc. not exceeding 80 mm dia. 1740 PJEEAR0032: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1750 PJEEAR0033: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 1760 PJEEAR0034: Excavating trenches of required width in ordinary rock for pipes, cables, etc. including excavation for sockets, getting out the excavated materials, returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. , stacking servicable materials for measurements and disposal of unservicable materials, all work up to any lead & lift as directed by the Engineer-in-Charge : 1770 PJEEAR0035: Trench depth upto 1.5m : 1780 PJEEAR0036: Pipes, cables etc. not exceeding 80 mm dia 1790 PJEEAR0037: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1800 PJEEAR0038: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1810 PJEEAR0039: Trench depth exceeding 1.5 m but not exceeding 3 m: 1820 PJEEAR0040: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1830 PJEEAR0041: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1840 PJEEAR0042: Trench depth exceeding 3 m but not exceeding 4.5 m: 1850 PJEEAR0043: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1860 PJEEAR0066: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceedin g 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift 1870 PJEFIN0898: CEMENT PLASTER (IN FINE SAND) : 1880 PJEFIN0899: 12 mm cement plaster of mix : 1890 PJEFIN0900: 1:4 (1 cement : 4 fine sand) 1900 PJEFIN0901: 1:6 (1 cement : 6 fine sand) 1910 PJEFIN0905: 20 mm cement plaster of mix : 1920 PJEFIN0906: 1:4 (1 cement : 4 fine sand) 1930 PJEFIN0907: 1:6 (1 cement : 6 fine sand) 1940 PJEFIN0908: CEMENT PLASTER (IN COARSE SAND) : 1950 PJEFIN0909: 12 mm cement plaster of mix : 1960 PJEFIN0910: 1:4 (1 cement : 4 coarse sand) 1970 PJEFIN0911: 1:6 (1 cement : 6 coarse sand) 1980 PJEFIN0915: 20 mm cement plaster of mix : 1990 PJEFIN0916: 1:4 (1 cement : 4 coarse sand) 2000 PJEFIN0917: 1:6 (1 cement : 6 coarse sand) 2010 PJEFIN0918: CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 2020 PJEFIN0919: 12 mm cement plaster finished with a floating coat of neat cement of mix : 2030 PJEFIN0920: 1:3 (1 cement : 3 fine sand) 2040 PJEFIN0921: 1:4 (1 cement : 4 fine sand) 2050 PJEFIN0925: Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement : 2060 PJEFIN0926: 12 mm cement plaster 2070 PJEFIN0927: 20 mm cement plaster 2080 PJEFIN0942: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufactu rers [Note: Unit BAG shall mean PER BAG OF 50 KG CEMENT USED IN THE MIX). 2090 PJEFIN0943: Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or par t thereof. 2100 PJEFIN0944: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and s mooth complete. 2110 PJEFIN0945: Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Colum ns/ Beams brickwork as directed by the Engineer-in-Charge. 2120 PJEFIN0963: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved ma nufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and inc luding water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2130 PJEFIN0964: EXTERIOR FINISHING : 2140 PJEFIN0965: Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sq m) 2150 PJEFIN0966: Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 2160 PJEFIN0967: Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2170 PJEFIN0968: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2180 PJEFIN0969: Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifica tions : 2190 PJEFIN0970: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 2200 PJEFIN0971: Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. 2210 PJEFIN0972: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm ov er an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. 2220 PJEFIN0973: Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon ad ditives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 2230 PJEFIN0974: Applying priming coat : 2240 PJEFIN0975: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 2250 PJEFIN0976: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2260 PJEFIN0977: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 2270 PJEFIN0978: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specification s including appropriate priming coat, preparation of surface, etc. complete : 2280 PJEFIN0979: On steel work 2290 PJEFIN0980: On concrete work 2300 PJEFIN0981: Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work : 2310 PJEFIN0982: 75 mm diameter pipes 2320 PJEFIN0983: 100 mm diameter pipes 2330 PJEFIN0984: 150 mm diameter pipes 2340 PJEFIN0985: Painting with oil type wood preservative of approved brand and manufacture : New work (two or more coats) 2350 PJEFIN0986: Providing and applying two coats of fire retardant paint on cleaned wood/ ply surface @ 3.5 sqm per litre per coat inclu ding preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 2360 PJEFIN0987: Coal tarring two coats on new work using 0.16 Litre and 0.12 Litre coal tar per sqm in the first coat and second coat re spectively. 2370 PJEFIN0988: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2380 PJEFIN0989: Painting with aluminium paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2390 PJEFIN0990: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or mor e coats on new work 2400 PJEFIN0991: Varnishing with varnish of approved brand and manufacture : 2410 PJEFIN0992: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish 2420 PJEFIN0993: Two or more coats glue sizing with spar varnish or an under coat of flatting varnish 2430 PJEFIN0996: Lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HEIGH T]. 2440 PJEFIN0997: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2450 PJEFIN0998: Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litr e, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Old work (one or more coats) 2460 PJEFIN0999: Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : 2470 PJEFIN1000: One coat 2480 PJEFIN1001: Two coats 2490 PJEFIN1002: Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : 2500 PJEFIN1003: One coat 2510 PJEFIN1004: Two coats 2520 PJEFIN1005: Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : 2530 PJEFIN1006: With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 2540 PJEFIN1007: With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. 2550 PJEFIN1008: Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair s to scratches etc. complete. 2560 PJEFIN1009: Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2570 PJEFIN1010: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 2580 PJEFIN1011: 75 mm diameter pipes 2590 PJEFIN1012: 100 mm diameter pipes 2600 PJEFIN1013: 150 mm diameter pipes 2610 PJEFIN1014: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of appro ved brand and manufacture and required colour on old work : 2620 PJEFIN1015: 75 mm diameter pipes 2630 PJEFIN1016: 100 mm diameter pipes 2640 PJEFIN1017: 150 mm diameter pipes 2650 PJEFIN1018: Painting with oil type wood preservative of approved brand and manufacture : Old work (one or more coats) 2660 PJEFIN1019: Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work 2670 PJEFIN1020: Painting with aluminium paint of approved brand and manufacture to give an even shade : One or more coats on old work 2680 PJEFIN1021: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : One or mor e coats on old work 2690 PJEFIN1022: French spirit polishing : One or more coats on old work 2700 PJEFIN1023: Polishing on wood work with ready made wax polish of approved brand and manufacture : Old work 2710 PJEFIN1024: Re-lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HE IGHT]. 2720 PJEFIN1025: Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 2730 PJEFIN1026: Finishing walls with water proofing cement paint of required shade : 2740 PJEFIN1027: Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete i ncluding cost of Priming coat. 2750 PJEFIN1028: Old work (one or more coats applied @ 2.20 kg/10 sqm) complete. 2760 PJEFIN1029: Finishing walls with textured exterior paint of required shade 2770 PJEFIN1030: Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 2780 PJEFIN1031: Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 2790 PJEFIN1032: Finishing walls with Acrylic Smooth exterior paint of required shade : 2800 PJEFIN1033: Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface. 2810 PJEFIN1034: Old work (One or more coat applied @ 0.90 ltr/10 sqm) 2820 PJEFIN1035: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 2830 PJEFIN1036: Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 2840 PJEFIN1037: Old work (one or more coats applied @ 0.83 ltr/10 sqm) 2850 PJEFIN1038: Varnishing with varnish of approved brand and manufacture : 2860 PJEFIN1039: One or more coats with copal varnish 2870 PJEFIN1040: One or more coats with spar varnish 2880 PJEFIN1041: Melamine polishing on wood work (one or more coat). 2890 PJEFIN1042: Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 2900 PJEFIN1043: Providing Plaster of Paris coating on ceiling as per approved design complete in all respects inclusive of cost of all l abour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 2910 PJEFLO0706: FLOORING : 2920 PJEFLO0707: Brick on edge flooring with bricks of class designation 7.5 on bed of 12 mm cement mortar, including filling the joint s with same mortar, with common burnt clay non modular bricks : 2930 PJEFLO0708: 1:4 (1 cement : 4 coarse sand) 2940 PJEFLO0709: 1:6 (1 cement : 6 coarse sand) 2950 PJEFLO0710: Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, includ ing filling joints with sand, with common burnt clay non modular bricks. 2960 PJEFLO0711: Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class desig nation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 2970 PJEFLO0712: Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggreg ates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads o f steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplyi ng and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finis hing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for base concrete shall be made under relevant item]. 2980 PJEFLO0713: 40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of step s etc. complete : 2990 PJEFLO0714: Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener c onsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 li tre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosi ng of steps etc. complete. 3000 PJEFLO0715: 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 ce ment : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cemen t or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. comple te. 3010 PJEFLO0716: Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick ceme nt concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic con crete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compoun d such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of met allic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. 3020 PJEFLO0722: TILE FLOORING : 3030 PJEFLO0723: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : 3040 PJEFLO0724: Light shade pigment using white cement 3050 PJEFLO0725: Medium shade pigment using 50% white cement 50% Grey cement 3060 PJEFLO0726: Dark shade pigment using ordinary cement 3070 PJEFLO0727: Ordinary cement without any pigment 3080 PJEFLO0728: Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali r esisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcation s and directions of the Engineer-in-Charge : 3090 PJEFLO0729: In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3100 PJEFLO0730: In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3110 PJEFLO0731: MARBLE STONE FLOORING : 3120 PJEFLO0732: Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by the Engineer-in-Charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 3130 PJEFLO0733: Makrana White Second Quality 3140 PJEFLO0734: Raj Nagar Plain 3150 PJEFLO0735: Agaria White 3160 PJEFLO0736: Black Zebra 3170 PJEFLO0737: Udaipur Green Marble 3180 PJEFLO0738: Pink Plain Marble 3190 PJEFLO0742: Providing and laying machine cut, mirror polished, 18 mm thick Italian Marble Stone slab (Perlato, Rosso verona, Fire Re d or Dark Emperadore, etc.) flooring laid in required pattern in linear portion of the building all complete as per architectural dr awings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jo inted with white cement slurry @ 4.4 Kg/sq.m., including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 3200 PJEFLO0743: Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstrac t etc.) and in patterns in combination with Italian marble stone slabs (Perlato, Rosso verona, Fire Red or Dark Emperadore, etc.) of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectu ral drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 Kg/sq.m. including pointing with white cement slurry admixed with pigment to match the ma rble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 3210 PJEFLO0744: Providing and laying natural Rajnagar White Marble tile strips 50 mm wide in flooring/ stairs laid over 20 mm thick ceme nt mortar 1:3 (1 cement : 3 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per d rawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3220 PJEFLO0745: GRANITE STONE FLOORING : 3230 PJEFLO0746: Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) floori ng in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointe d with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and poli shing etc. all complete as specified and as directed by the Engineer-in-Charge. 3240 PJEFLO0747: Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear p ortions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base o f cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed wit h pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer- in-Charge. 3250 PJEFLO0748: Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 3260 PJEFLO0749: Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red 3270 PJEFLO0750: Providing and laying natural granite stone tile strips 50 mm wide in flooring of approved shade laid over 20 mm thick ce ment mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3280 PJEFLO0761: VITRIFIED FLOOR TILES : 3290 PJEFLO0762: Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mort ar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement a nd matching pigments etc., complete : 3300 PJEFLO0763: Size of Tile 500x500 mm 3310 PJEFLO0764: Size of Tile 600x600 mm 3320 PJEFLO0765: Size of Tile 800x800 mm 3330 PJEFLO0766: Size of Tile 1000x1000 mm 3340 PJEFLO0767: Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, includin g grouting of joints. [Note: Payment for grouting of joints shall be made separately] : 3350 PJEFLO0768: Size of Tile 500x500 mm 3360 PJEFLO0769: Size of Tile 600x600 mm 3370 PJEFLO0770: Size of Tile 800x800 mm 3380 PJEFLO0771: Size of Tile 1000x1000 mm 3390 PJEFLO0772: Providing and laying Double Charge Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by th e Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours an d shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. L aying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3400 PJEFLO0773: Size of Tile 600 x 600 mm 3410 PJEFLO0774: Size of Tile 600 x 1200 mm 3420 PJEFLO0775: Size of Tile 800 x 800 mm 3430 PJEFLO0776: Size of Tile 800 x 1600 mm 3440 PJEFLO0777: Size of Tile 1000 x 1000 mm 3450 PJEFLO0778: Providing and laying Glazed Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by the Manuf acturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shade s, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including groutin g the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying o f tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placin g the tiles gently and easily : 3460 PJEFLO0779: Size of Tile 600 x 600 mm 3470 PJEFLO0780: Size of Tile 600 x 1200 mm 3480 PJEFLO0781: Size of Tile 800 x 800 mm 3490 PJEFLO0782: Size of Tile 800 x 1200 mm 3500 PJEFLO0783: Size of Tile 1200 x 1200 mm 3510 PJEFLO0784: Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including g routing the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. La ying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3520 PJEFLO0785: Size of Tile 600 x 600 mm 3530 PJEFLO0786: Size of Tile 600 x 1200 mm 3540 PJEFLO0787: Size of Tile 800 x 800 mm 3550 PJEFLO0788: Size of Tile 800 x 1200 mm 3560 PJEFLO0789: Size of Tile 1200 x 1200 mm 3570 PJEFLO0790: Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorpti on less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm th ick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : 3580 PJEFLO0791: Size of Tile 500x500 mm 3590 PJEFLO0792: Size of Tile 600x600 mm 3600 PJEFLO0793: Size of Tile 800x800 mm 3610 PJEFLO0794: Size of Tile 1000x1000 mm 3620 PJEGEN2809: GENERAL WORKS : 3630 PJEGEN2816: Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ve ntilator Diameter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 68 0mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. 3640 PJEGEN2821: Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm an gle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixe d with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available maki ng overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of E ngineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The ba rricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for da mages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be r emoved without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on co mpletion of the work]. 3650 PJEGEN2824: Providing and laying Non-Woven Geo Textile Mat NW 300 made from high quality polypropylene fibres having mass of 300 gra ms/ SQ.M of GAYATRI or approved equivalent make inclusive of cost of all labour, materials, tools, tackles etc. as per manufacturer s recommendations and directions of the Engineer-in-Charge. 3660 PJEHOR2827: HORTICULTURE & LANDSCAPING : 3670 PJEHOR2828: Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of ea rth measured in stacks will be reduced by 20% for payment]. 3680 PJEHOR2829: Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge me asured in stacks will be reduced by 8% for payment]. 3690 PJEHOR2830: Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [No te: Volume of cattle manure measured in stacks will reduced by 8% for payment]. 3700 PJEHOR2835: Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 3710 PJEHOR2836: Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material , consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. 3720 PJEHOR2837: Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling. [ Note: Cost of supplying earth and sludge or manure and mixing shall be paid separately under relevant items of SOR]. 3730 PJEHOR2838: Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then dispo sing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by fi lling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. 3740 PJEHOR2839: Rough dressing the trenched ground including breaking clods. 3750 PJEHOR2840: Flooding the ground with water including making kiaries and dismantling the same. 3760 PJEHOR2841: Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted veg etation. 3770 PJEHOR2844: Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with ro ots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 3780 PJEHOR2845: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further dep th of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of sta cked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with w ater, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of material s declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. 3790 PJEHOR2846: Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of m anure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. 3800 PJEHOR2847: Holes 1.2 m diameter and 1.2 m deep 3810 PJEHOR2848: Holes 90 cm diameter and 90 cm deep 3820 PJEHOR2849: Holes 60 cm diameter and 60 cm deep 3830 PJEHOR2850: Holes 45 cm diameter and 45 cm deep 3840 PJEHOR2851: Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green includin g loading, unloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge. 3850 PJEHOR2852: Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the gr ass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenanc e period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] : 3860 PJEHOR2853: In rows 5 cm apart in both directions 3870 PJEHOR2854: With grass Turf 3880 PJEHOR2855: Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with pro per level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the En gineer-in-Charge. 3890 PJEHOR2856: Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light wate ring the same maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge . 3900 PJEHOR2857: Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per directio n of the Engineer-in-Charge (excluding cost of plant & water): 3910 PJEHOR2858: Tree Plant 3920 PJEHOR2859: Shrub Plant 3930 PJEHOR2860: Hedge Plant/ Ground Cover 3940 PJEHOR2861: Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, As hokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days min imum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions o f the Engineer-in-Charge. 3950 PJEHOR2862: Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 c oarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wi res of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specifie d period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. 3960 PJEHOR2863: Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm 3970 PJEHOR2864: Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm 3980 PJEHOR2873: Filling of the Polythene bags by mixture of good earth and manure in the ratio of 2:1 (2 part of Good Earth and 1 part o f the Manure) and placing the same at appropriate place including supply & providing Polythene bags, all complete as per direction o f the Engineer-in-Charge. [Note:The Good Earth & Manure shall be paid separately under relevant item of SOR]. 3990 PJEHOR2874: Polythene bags size 12.5 cm diameter & 17.5 cm height 4000 PJEHOR2890: Edging with common burnt clay F.P.S (non modular) bricks of class designation 7.5, laid dry length wise including requir ed excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within any lead. 4010 PJEHOR2894: Providing & fixing of White River (Stone) Pebbles size of 2 to 2.50 dia in natural colour at site of work including lo ading, unloading, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge. 4020 PJEHOR2895: Providing and fixing of TUFLEX Garden Fencing Hexagonal Net or approved equivalent of green colour (Weight 510 (+/-8%) g rams/SQ.M) in width of 60 cm with bamboo of 90 cm length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm below ground level and 60 cm above ground level at a distance of 1.50 metres. The n et and bamboo should be binded with 2 mm G.I. wire at three places properly as per directions of the Engineer-in-Charge. 4030 PJEHOR2896: MAINTENANCE WORKS 4040 PJEHOR2897: Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing t he same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds an d fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or m anure. [Note: The good earth shall be paid for separately under relevant item of SOR]. 4050 PJEHOR2898: Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and a pplying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4060 PJEHOR2899: Cutting of designer hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manur ing and applying insecticides and fungicides etc. (excluding the cost of materials) complete as per directions of the Engineer-in-Ch arge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4070 PJEHOR2903: Pruning, trimming, shaping of trees/ shrubs (height 15 feet above) and removal of cut materials up to 50m lead inclusi ve of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 4080 PJEHOR2904: Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation water at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering inclu ding cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 4090 PJEHOR2905: Anti-termite treatment of trees by digging holes 30 cm deep & 4 cm dia, 6 to 7 holes around the tree using chemical emul sion (Chlorpyriphos 20% EC in the ratio of 1% concentration) at the rate of 1.5 liter per hole in two time or more application to ge t the trees free from termite infection, complete as per directions of the Engineer-in-Charge. [Note: Unit EA shall mean EACH TRE E]. 4100 PJEHOR2908: Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, deb ris, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per dire ction of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 4110 PJEHOR2909: Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km l ead & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP] . 4120 PJEMAS0143: MASONRY WORK : 4130 PJEMAS0144: Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 4140 PJEMAS0145: Cement mortar 1:4 (1 cement : 4 coarse sand) 4150 PJEMAS0146: Cement mortar 1:6 (1 cement : 6 coarse sand) 4160 PJEMAS0147: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 4170 PJEMAS0148: Cement mortar 1:4 (1 cement : 4 coarse sand) 4180 PJEMAS0149: Cement Mortar 1:6 (1 cement : 6 coarse sand) 4190 PJEMAS0150: Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth le vel up to floor V level in all shapes and sizes in : 4200 PJEMAS0151: Cement mortar 1:4 (1 cement : 4 coarse sand) 4210 PJEMAS0152: Cement mortar 1:6 (1 cement : 6 coarse sand) 4220 PJERAI2738: Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required th ickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4230 PJERAI2739: Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing lay er of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4240 PJERAI2740: Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4250 PJERAI2742: Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, o f size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all a s per directions of the Engineer-in-Charge. 4260 PJEREI0090: RCC (CAST IN-SITU) : 4270 PJEREI0091: Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sa nd : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, stairca ses, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including pro viding centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engin eer. (Payment for Reinforcement shall be made as per relevant item of SOR). 4280 PJEREI0092: a) All work up to plinth level 4290 PJEREI0093: b) In superstructure at all floors up to floor five level, 4300 PJEREI0106: Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutti ng, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more 4310 PJEREP1046: Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper sha pe, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable are a outside Ownders premises, all complete as per directions of the Engineer-in-Charge : 4320 PJEREP1047: With cement mortar 1:4 (1 cement : 4 fine sand) 4330 PJEREP1048: With cement mortar 1:4 (1 cement : 4 coarse sand) 4340 PJEREP1103: Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube ch allies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condi tion for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runn ers, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shal l be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. [Note: This item to be use d for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done] 4350 PJEREP1108: Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per the directions of Engineer-in-Charge. 4360 PJEREP1109: Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per the dir ections of Engineer-in-Charge. 4370 PJEREP1113: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer o f membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/3 00 N/5 cm. (b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C . (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done thr ough the authorised applicator of the manufacturer of membrane. 4380 PJEREP1114: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 l itre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physic al and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C a s 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less tha n 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got d one through the authorised applicator of the manufacturer of membrane. 4390 PJEREP1115: Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded t o the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 4400 PJEREP1116: STRUCTURAL REPAIR WORKS : 4410 PJEREP1117: Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning t he exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as p er directions of the Engineer-in-Charge : 4420 PJEREP1118: 75 mm average thickness 4430 PJEREP1119: 50 mm average thickness 4440 PJEREP1120: 25 mm average thickness 4450 PJEREP1121: Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkali ne chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : 4460 PJEREP1122: Bars up to 12 mm diameter 4470 PJEREP1123: Bars above 12 mm diameter 4480 PJEREP1124: Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equival ent with time interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer . The application shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface fre e from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipm ent, etc. complete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit M shall mean RUNNING METRE. Th e running metre of rebars shall be measured for payment purpose]. 4490 PJEREP1125: Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the stee l bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per dire ctions of the Engineer-in-Charge : Up to and including 12 mm diameter 4500 PJEREP1126: Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and dir ections of the Engineer-in-Charge complete in all respect : 4510 PJEREP1127: SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. 4520 PJEREP1128: Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. 4530 PJEREP1129: Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 g raded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [No te: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and paym ent under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by soundi ng/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 4540 PJEREP1130: 12 mm average thickness. 4550 PJEREP1131: 25 mm average thickness in 2 layers. 4560 PJEREP1132: 50 mm average thickness in 3 layers. 4570 PJEREP1140: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of con crete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] : 4580 PJEREP1141: Stirrer mixed Acrylic Polymer of approved make (@ 2% of weight of cement used) modified cement slurry made with non shri nk compound in Concrete/ RCC work. 4590 PJEREP1142: Stirrer mixed SBR Polymer (of approved make) modified cement slurry made with Shrinkage Compensating Cement in Concrete/ RCC work. 4600 PJEREP1143: Epoxy injection grout in Concrete/ RCC work of approved make. 4610 PJEROA1249: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand pic king, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required de nsity. 4620 PJEROA1250: SURFACE DRESSING : 4630 PJEROA1251: Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete. 4640 PJEROA1252: Surface dressing on new surface in two coats with bitumen of grade VG-10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 4650 PJEROA1253: Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm wit h 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity, etc. complete. 4660 PJEROA1254: Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1 .5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4670 PJEROA1255: Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area wit h 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity etc. complete : Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4680 PJEROA1285: SEAL COAT : 4690 PJEROA1286: Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitume n using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surfac e, including rolling and finishing with road roller all complete. [Note: This item to be operated only with the prior approval of th e Engineer-in-Charge]. 4700 PJEROA1298: PAINTING AREA / RUNWAY MARKING : 4710 PJEROA1299: Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conf orming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete 4720 PJEROA1300: New work (Two or more coats) 4730 PJEROA1301: Old work (One or more coats) 4740 PJEROA1309: Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylore trite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope o f retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as re commended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedu re recommended by the manufacturer complete and as per directions of the Engineer-in-Charge. 4750 PJEROA1315: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermopl astic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, prop ane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cle aning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charg e and accordance with applicable specifications. 4760 PJEROA1359: Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material withi n 50 metre lead as per directions of the Engineer-in-Charge. 4770 PJEROA1360: Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., dispos al of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge. 4780 PJEROA1361: Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. 4790 PJEROA1362: Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, joint ed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except a t sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be suppl ied by the department free of cost.] 4800 PJEROO0824: THERMAL INSULATION: 4810 PJEROO0825: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183, density 24 kg/cu.m., 50mm thick, wrapped in 200G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. 4820 PJEROO0826: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183, Density 16 Kg/cu.m., 5 0 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing G.I. wir e. 4830 PJEROO0827: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183 having density 24 Kg/cu .m., 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing G.I. wire etc. complete as per directions of the Engineer-in-Charge. 4840 PJEROO0828: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS:8 183, density 48 Kg/cu.m., 50 mm thick, wrapped in 200G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 Gauge wire mesh, for top most ceiling of building. 4850 PJEROO0872: FALSE CEILING : 4860 PJEROO0873: Providing and fixing tiled false ceiling of specified materials size 595x595 mm in true horizontal level, suspended o n inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, sp aced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between m ain T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of siz e 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for servi like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using G.I. slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods w ith galvanised butterfly level clips size 85x30x0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings a nd as directed by the Engineer-in-Charge : 4870 PJEROO0874: G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm dro p; made of G. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and electro-statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 4880 PJEROO0875: G.I. Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made G.I. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and 20% perforation area with 1.8 mm dia. holes and having NRC (Noise Reduction Coefficient) of 0.5, electro-statically polyester powder coated thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 4890 PJEROO0876: 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from n atural gypsum as per IS:2095 (Part-1) and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. 4900 PJEROO0877: 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS:2095 (Part-1 ), of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm center to center with center borders of 48 mm and the side border s of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bon ded glass wool backing. 4910 PJESAN1368: SANITARY INSTALLATIONS : 4920 PJESAN1369: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 l itre low level white P.V.C. dual flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming t o IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 4930 PJESAN1370: Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litr e low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:72 31, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 4940 PJESAN1371: W.C. pan with ISI marked white solid plastic seat and lid. 4950 PJESAN1373: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low lev el white vitreous china dual flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangemen t with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings a nd brackets, cutting and making good the walls and floors wherever required : 4960 PJESAN1374: W.C. pan with ISI marked white solid plastic seat and lid 4970 PJESAN1376: Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass union s and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requir ed : 4980 PJESAN1377: One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4990 PJESAN1378: Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 5000 PJESAN1379: Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 5010 PJESAN1391: Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pat tern, including painting of fittings and brackets, cutting and making good the walls wherever require : 5020 PJESAN1392: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 5030 PJESAN1407: Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 5040 PJESAN1408: Kitchen sink with drain board : 5050 PJESAN1409: 510x1040 mm bowl depth 250 mm 5060 PJESAN1410: 510x1040 mm bowl depth 225 mm 5070 PJESAN1411: 510x1040 mm bowl depth 200 mm 5080 PJESAN1412: 510x1040 mm bowl depth 178 mm 5090 PJESAN1457: Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : 5100 PJESAN1466: Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick har d board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5110 PJESAN1473: Providing and fixing toilet paper holder : 5120 PJESAN1474: C.P. Brass 5130 PJESAN1665: Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour : 5140 PJESAN1666: Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. 5150 PJESAN1667: Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. 5160 PJESAN1668: Providing and fixing PTMT Bottle Trap for Wash basin and sink : 5170 PJESAN1669: Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 5180 PJESAN1670: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms. 5190 PJESAN1671: Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 5200 PJESAN1672: Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wal l face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 5210 PJESAN1673: Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed f ittings arrangement of approved quality and colour : 5220 PJESAN1674: 450 mm long towel rail with total length of 495 mm, 78 mm width and effective height of 88 mm, weighing not less than 17 0 gms. 5230 PJESAN1675: 600 mm long towel rail with total length of 645 mm, 78 mm width and effective height of 88 mm, weighing not less than 19 0 gms. 5240 PJESTE0618: Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, lock ing arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 5250 PJESTE0619: Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respe ctively, including applying a priming coat of approved steel primer. 5260 PJESTE0623: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through t heir entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing n ecessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top cover of required thickness for rolling shutters : 5270 PJESTE0624: 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover 5280 PJESTE0627: Providing and fixing ball bearing for rolling shutters. 5290 PJESTE0628: Extra for providing mechanical device chain and crank operation for operating rolling shutters : 5300 PJESTE0629: Exceeding 10.00 sq.m. and up to 16.80 sq.m. in the area 5310 PJESTE0630: Exceeding 16.80 sq.m. in area 5320 PJESTE0664: Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase rail ing and similar works, including applying priming coat of approved steel primer : 5330 PJESTE0665: M.S. Tube 5340 PJESTE0666: E.R.W. Tubes 5350 PJESTE0667: G.I. Pipes 5360 PJESTE0674: Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. , of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-C harge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nu ts, bolts, fasteners etc.] 5370 PJESTE0675: Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts c omplete : 5380 PJESTE0676: Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. 5390 PJESTE0677: Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 5400 PJESTE0687: Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bo dy of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. 5410 PJESTE0690: Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provis ion for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawing s, specifications and directions of the Engineer-in-Charge. 5420 PJESTE0691: Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bol ting with tie members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction o f the Engineer-in-Charge. 5430 PJESTE0698: G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizon tal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. 5440 PJESTE0704: Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diamet er made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating th ickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched al l along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thick ness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficien tly at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the cl osed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles et c. as per drawings, specifications and directions of the Engineer-in-Charge. 5450 PJESTE0705: Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (tota l length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron Y shaped placed 2.4 m o r 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per the directions of Engineer-in-Charge, with re inforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. 5460 PJESTO0175: STONE WORK : 5470 PJESTO0176: RANDOM RUBBLE MASONRY : 5480 PJESTO0177: Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cem ent : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 5490 PJESTO0178: Cement mortar 1:6 (1 cement : 6 coarse sand) 5500 PJESTO0179: Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling l evel and the like. 5510 PJESTO0180: Cement mortar 1:6 (1 cement : 6 coarse sand) 5520 PJEWAT1698: WATER SUPPLY : 5530 PJEWAT1699: CPVC PIPES : 5540 PJEWAT1700: Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabil ity for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directi ons of the Engineer-in-Charge : 5550 PJEWAT1701: 15 mm nominal outer dia pipes 5560 PJEWAT1702: 20 mm nominal outer dia pipes 5570 PJEWAT1703: 25 mm nominal outer dia pipes 5580 PJEWAT1704: 32 mm nominal outer dia pipes 5590 PJEWAT1705: 40 mm nominal outer dia pipes 5600 PJEWAT1706: 50 mm nominal outer dia pipes 5610 PJEWAT1707: Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stab ility for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spa cing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good th e same including testing of joints complete as per directions of the Engineer-in-Charge : 5620 PJEWAT1708: 15 mm nominal dia pipes 5630 PJEWAT1709: 20 mm nominal dia pipes 5640 PJEWAT1710: 25 mm nominal dia pipes 5650 PJEWAT1711: 32 mm nominal dia pipes 5660 PJEWAT1712: External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solve nt cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 5670 PJEWAT1713: 15 mm nominal dia pipes 5680 PJEWAT1714: 20 mm nominal dia pipes 5690 PJEWAT1715: 25 mm nominal dia pipes 5700 PJEWAT1716: 32 mm nominal dia pipes 5710 PJEWAT1717: 40 mm nominal dia pipes 5720 PJEWAT1718: 50 mm nominal dia pipes 5730 PJEWAT1719: 65 mm nominal dia pipes 5740 PJEWAT1720: 80 mm nominal dia pipes 5750 PJEWAT1721: 100 mm nominal dia pipes 5760 PJEWAT1722: 150 mm nominal dia pipes 5770 PJEWAT1723: G.I. PIPES : 5780 PJEWAT1724: Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutti ng and making good the walls etc. : 5790 PJEWAT1725: 15 mm dia nominal bore 5800 PJEWAT1726: 20 mm dia nominal bore 5810 PJEWAT1727: 25 mm dia nominal bore 5820 PJEWAT1728: 32 mm dia nominal bore 5830 PJEWAT1729: 40 mm dia nominal bore 5840 PJEWAT1730: 50 mm dia nominal bore 5850 PJEWAT1731: Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including mak ing good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall : 5860 PJEWAT1732: 15 mm dia nominal bore 5870 PJEWAT1733: 20 mm dia nominal bore 5880 PJEWAT1734: External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 5890 PJEWAT1735: 15 mm dia nominal bore 5900 PJEWAT1736: 20 mm dia nominal bore 5910 PJEWAT1737: 25 mm dia nominal bore 5920 PJEWAT1738: 32 mm dia nominal bore 5930 PJEWAT1739: 40 mm dia nominal bore 5940 PJEWAT1740: 50 mm dia nominal bore 5950 PJEWAT1741: 65 mm dia nominal bore 5960 PJEWAT1742: 80 mm dia nominal bore 5970 PJEWAT1743: Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including c utting and threading the pipe etc. complete : 5980 PJEWAT1744: 25 to 40 mm nominal bore 5990 PJEWAT1745: 50 to 80 mm nominal bore 6000 PJEWAT1746: Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete. [Note: Cost of water meter and stop cock to be paid separately]. 6010 PJEWAT1799: BRASS FITTINGS : 6020 PJEWAT1800: Providing and fixing brass bib cock of approved quality : 6030 PJEWAT1801: 15 mm nominal bore 6040 PJEWAT1802: 20 mm nominal bore 6050 PJEWAT1803: Providing and fixing brass stop cock of approved quality : 6060 PJEWAT1804: 15 mm nominal bore 6070 PJEWAT1805: 20 mm nominal bore 6080 PJEWAT1806: Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 6090 PJEWAT1807: 20 mm nominal bore 6100 PJEWAT1808: 25 mm nominal bore 6110 PJEWAT1809: 32 mm nominal bore 6120 PJEWAT1810: 40 mm nominal bore 6130 PJEWAT1811: 50 mm nominal bore 6140 PJEWAT1812: 65 mm nominal bore 6150 PJEWAT1813: 80 mm nominal bore 6160 PJEWAT1971: C.P. BRASS FITTINGS : 6170 PJEWAT1972: Providing and fixing C.P. brass bib cock of approved quality conforming to IS-8931 : 15 mm nominal bore 6180 PJEWAT1973: Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms : 15 mm nominal bore 6190 PJEWAT1974: Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms : 15 mm nominal bore 6200 PJEWAT1975: Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS-8931 : 15 mm nominal bore 6210 PJEWAT1976: Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : 15 mm nominal bore 6220 PJEWAT1977: Providing and fixing C.P. Brass extension nipple (size 15mm x 50mm) of approved make and quality as per directions of th e Engineer-in-Charge. 6230 PJEWAT1978: Providing and fixing following C.P. Brass central hole wash basin mixer with copper pipe/ pipes and brass nuts of size 1 5mm, etc. complete including cutting & making good the walls wherever required complete in all respects as per specifications and di rections of the Engineer-in-Charge : 6240 PJEWAT1979: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-7171 Queens or approved equivalent) with 2 nos. x 10mm diameter & 450mm long copper pipes. 6250 PJEWAT1980: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm dia meter & 450mm long copper pipe. 6260 PJEWAT2382: Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleani ng the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main t ested in the municipal laboratory : 6270 PJEWAT2383: 80 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6280 PJEWAT2384: 100 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6290 PJEWAT2385: 125 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6300 PJEWAT2434: Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching pow der @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deductio n will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contr actor at his own cost and nothing extra will be paid on this account]. 6310 PJEWAT2435: Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: (1) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (2) Entire surface area of the sump shall then scrubbed thoroughly with wir e brush etc. and pressure washed with water. (3) Chlorination of RCC internal surface by liquid chlorine. (4) The treated surface sh all be dried using air jetting and all loose particles shall be removal from the surface. (5) Finally the surface shall be treated w ith ultra-violet radiation etc. as per direction of the Engineer-in-Charge. 6320 PJEWAT2436: Disconnecting damaged overhead/ terrace PVC water storage tank of any size from water supply line and removing from th e terrace including shifting at ground level as per the directions of Engineer-in-Charge. 6330 PJEWOO0237: Providing and fixing panelled or panelled & glazed shutters 35 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6340 PJEWOO0238: Second class teak wood 6350 PJEWOO0239: Kiln seasoned and chemically treated hollock wood 6360 PJEWOO0240: Kiln seasoned selected planks of sheesham wood 6370 PJEWOO0241: Providing and fixing panelled or panelled & glazed shutters 30 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6380 PJEWOO0242: Second class teak wood 6390 PJEWOO0243: Kiln seasoned and chemically treated hollock wood 6400 PJEWOO0244: Kiln seasoned selected planks of sheesham wood 6410 PJEWOO0245: Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:20 01 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of the Engineer-in-Charg e and panelling with panels of: [Note: Butt hinges and necessary screws shall be paid separately] : 6420 PJEWOO0246: 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-I or graded wood particle board FP T-I, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS:848 : 6430 PJEWOO0247: 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, th ree layer particle board FPT-I or graded wood particle board FPT-I, conforming to IS:3087, bonded with BWP type synthetic resin adhe sive as per IS : 848 and pre-laminated conforming to IS:12823, Grade 1, Type-II marked. 6440 PJEWOO0248: 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing laminatio n) grade-1, medium density flat pressed, three layer particle board FPT-I or graded wood particle board FPT-1 conforming to IS:3087 bonded with BWP type synthetic resin adhesive as per IS:848 and pre-laminated conforming to IS:12823, Grade-1, Type-II marked. 6450 PJEWOO0249: Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick s hutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside gr ooves or rebates shall be measured for payment] : 6460 PJEWOO0250: Second class teak wood 6470 PJEWOO0251: Kiln seasoned and chemically treated hollock wood 6480 PJEWOO0252: Float Glass Panes - 4.0 mm thick (weight not less than 10 Kg/SQM) 6490 PJEWOO0253: Float Glass Panes - 5.5 mm thick (weigth not less than 12.5 Kg/SQM) 6500 PJEWOO0254: Fly proof Stainless Steel (Grade 304) wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beadi ng 6510 PJEWOO0255: 12 mm thick Exterior Grade-I MDF Board conforming to IS:14587, pre-laminated with decorative lamination on both side 6520 PJEWOO0256: 12 mm thick Marine plywood conforming to IS:710 6530 PJEWOO0257: 12 mm thick Fire retardant plywood conforming to IS:5509 6540 PJEWOO0258: Providing and fixing 35mm thick glazed shutters for doors, windows and clerestory windows using 4.0 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws : 6550 PJEWOO0259: Second class teak wood 6560 PJEWOO0260: Kiln seasoned and chemically treated hollock wood 6570 PJEWOO0261: Kiln seasoned selected planks of sheesham wood : 6580 PJEWOO0291: Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block bo ard construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands a nd face veneers on both faces of shutters : 6590 PJEWOO0292: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6600 PJEWOO0293: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6610 PJEWOO0294: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 6620 PJEWOO0295: Extra for providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shu tters conforming to IS:2202 (Part-I) : On one side only 6630 PJEWOO0296: Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (ov er all area of door shutter to be measured). 6640 PJEWOO0297: Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors. [Notes: (1) Cost of glass excluded. ( 2) Overall area of door shutter to be measured] : 6650 PJEWOO0298: Rectangular or square 6660 PJEWOO0299: Circular 6670 PJEWOO0300: Extra for cutting rebate in flush door shutters. [Note: Total area of the shutter to be measured]. 6680 PJEWOO0301: Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 6690 PJEWOO0302: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size : 6700 PJEWOO0303: Second class teak wood 6710 PJEWOO0304: Kiln seasoned and chemically treated hollock wood 6720 PJEWOO0305: Kiln seasoned selected class of sheesham wood 6730 PJEWOO0328: Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 6740 PJEWOO0329: 12 mm dia. 6750 PJEWOO0330: 20 mm dia. 6760 PJEWOO0331: 25 mm dia. 6770 PJEWPF2691: WATERPROOFING : 6780 PJEWPF2692: Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (a) First course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (b) Second course of 20 m m cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (c) Third course of applying blown or residual bitumen applied hot at 1.7 Kg/ sqm of ar ea. (d) Fourth course of 400 micron thick PVC sheet. [Note: Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm]. 6790 PJEWPF2698: Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing ceme nt compound consisting of applying : (a) After surface preparation, first layer of slurry of cement @ 0.488 Kg/sqm mixed with water proofing cement compound @ 0.253 Kg/sqm. (b) Laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 K g/sqm mixed with water proofing cement compound @ 0.670 Kg/sqm and coarse sand @ 1.289 Kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) Fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the pu rpose of measurement the entire treated surface will be measured. 6800 PJEWPF2699: Grading roof for water proofing treatment with : 6810 PJEWPF2700: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 6820 PJEWPF2701: Cement mortar 1:3 (1 cement : 3 coarse sand) 6830 PJEWPF2702: Cement mortar 1:4 (1 cement : 4 coarse sand) 6840 PJEWPF2703: Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers havin g Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elast omeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid ( dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping an d properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engine er-in-Charge. 6850 PJEWPF2704: Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC struc tures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ su bway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative ( internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrost atic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and directions of the Engineer-in-Charge. The product performance shall carry guaranteed for 10 years against any leakage : 6860 PJEWPF2705: For vertical surface two coats @ 0.70 kg per sqm per coat 6870 PJEWPF2706: For horizontal surface one coat @ 1.10 kg per sqm 6880 PJEWPF2707: Providing and applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterpro ofing polymers on interior wall plaster surface in three coats @ 14.35 Kg/10 sqm. One coat of self priming of cementatious waterproo fing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in t he ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per 10 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 20 NRECIV0003Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI g rade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes Finit in required proportion to make the are a clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall be measured). 30 NRECIV0004Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water with wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete a s per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with cleani ng powder,paint remover as per requirement all labour, material etc.complete. 40 NRECIV0005Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, cle aning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with al l labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 50 NRECIV0008Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Execut ive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, se gregate the waste into biodegradable & non bio-degradeable waste and finally dispose them separately at designated place (Dumping Ya rd/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc. complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to work men, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engine er-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepera tely. The unit MONTH (MON) shall mean per house/building per month 60 PJEDRA2588Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL s hall mean KILO LITRE] 70 PJEHOR2828Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of eart h measured in stacks will be reduced by 20% for payment]. 80 PJEHOR2830Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note : Volume of cattle manure measured in stacks will reduced by 8% for payment]. 90 PJEHOR2835Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 100 PJEHOR2836Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, du mp manure and/or good earth shall be paid separately under relevant item of SOR]. 110 PJEHOR2861Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Asho kas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minim um complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 120 PJEHOR2898Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and app lying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [ Note: Unit SQM shall mean PER SQM PER MONTH.] 130 PJEHOR2903Pruning, trimming, shaping of trees/ shrubs (height 15 feet & above) and removal of cut materials up to 50m lead inclusive of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 140 PJEHOR2904Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation wa ter at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering includi ng cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Un it EA shall mean PER TRIP]. 150 PJEHOR2908Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, debri s, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direct ion of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 160 PJEHOR2909Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km lea d & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 170 PJEWAT2434Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut b rushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powde r @ 0.5gm per litre capaci ty of tank, including marking the date of cleaning on the side of tank body with the help of stencil and p aint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank s hould be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contrac tor at his own cost and nothing extra will be paid on this account].

BRR : 9545191 Tender For Provision Of Solar Power Plant At Sevoke Mil Station Under Ge Sevoke Road.; 2 Design, procurement, erection, installation, testing and commisioning including connecting to local utility grid; Grid connected solar photovoltaic plant 0.8 MW output peak capacity with net billing arrangement including Solar Photovoltaic Modules,DC Cabling, Module Mounting Structures (suitable for ground mountingwith and including Soil Investigation as per OEM recommendation, RCC foundation framed structure and other connected civil work duly vetted by IIT / NIT), Array Combining Boxes, ACDB, DCDB, Lightining Protection of SPV modules and other accessories, String Inverter as Power Conditioning Unit, Weather Station and Data Monitoring system (SCADA) all as per detailed specifications given in tender documents, latest MNRE/SECI/NISE/IREDA guidelines and directions, meeting the Make in India (DCR), consisting of all requisite accessories (BOS-Balance of system) and including the following main components (NOTE : The work shall be executed directly by OEM only through contractor.) Item Continued as 1.01 to 1.45 3 (A) Photo Voltaic Module: Mono-crystalline Silicon Bifacial Solar Photovoltaic Modules of minimum 550 Wp(module power and number of modules to be selected according to available area), having cell efficiency more than 20% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the following features :(a) The electrical parameters of SPV modules under standard test condition of irradiance 1000W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under : (i) Max Peak Power Pmax : 550 Wp or more (ii) Voltage at Max Power : > 40 V (iii) Current at Pmax :> 10A 4 (iv) Short Circuit Current :> 12A (v) Open Circuit Voltage :> 47 V (vi) Module Efficiency : > 20%(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warranted for their output peak watt capacity, and it shall not fall of its initialvalue below 90% in first 10 year end and 80% after the end of 25 years.(e) Each module shall have RFID tag encapsulated with solar cell bearing following details (i) Name of Manufacturer of SPV Module (ii) Name of Manufacturer of Solar Cell 5 (iii) Month and year of Manufacturing (separately for cell and module) (iv) Country of Origin (both cell and module) (v) Peak wattage, Im, Vm and fill factor of the module (vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate. (vii) Unique serial no of model no of module (viii) IV curve of module(ix) Other relevant information on traceability of solar cells & modules(f) The temperature coefficient of power for the module shall not be more than 0.50% per degree Celsius.(g) The module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in conformity to latest minimum technical specification issued by MNRE/IREDA/SECI/NISE/ALMM from time to time. Modules should be of MNRE/IREDA/SECI/NISE/ALMM approved companies and as per latest IEC/IS standards. 6 (k) RFID reader is to be provided by contractor(l) Both PV cells and SPV modules shall be made in India (DCR).(m) Each structure should have angle of inclination as per the site conditions to generate maximum power. However, to accommodate more capacity the angle inclination may be reduced to 10 - 13 Degree until the plant meets the specified performance ratio requirements.(n) Fire Points with Fire extinguisher liquefied CO2 gas of capacity 10 kg and adequate qty confirming to relevant IS or ISI mark complete as recommended by manufacturer deemed to be included in the unit rate quoted.(o) Danger Board and Rubber mat as recommended by manufacturer deemed to be included in the unit rate quoted.(p) S&F Pressure Booster pump electrically operated with minimum 3 HP 02 Nos (Running+ standby) three Phase AC Supply motor and having head not less than 20 mtr, including PCC foundation civil wokrs and necessary cable required for connection in drawn in PVC conduit heavy duty/ DWC/Electrode pipe from existing nearest point to the motor starter panel including motor starter suitable capacity,PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm/50 mm/32 mm/25 mm inner dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brass threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches with necessary exavation, removing and returning filling work and including all accessories from the new PVC tank cap 10000 Ltrs install at proposed site for cleaning of entire solar power plant system.(q) SPV Panel is to be fixed in such a way that lower portion of the Panel remains atleast above 1.5 mtr of finished reflecting surface and cost deemed to be included in the quoted rates. 7 (B) Junction Boxes: Junction boxes of suitable Nos (as per design)/OEM recommendations inputs and suitably rated out put having separate DCfuses for both (+)&(-) on input and isolator on output terminal for each string.Each junction box must have as pare input terminal.The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relevant standard. The junction box shall have suitable arrangement of the following: (a) The strings are required to be connected to the copper bus bar through individual fuses. (b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB. (c) To provide a test point for each sub group for quick fault location and to provide group array isolation. (d) Each array box shall be of relevant IEC standard. (e) Each array junction box shall have suitable bypass & reverse blocking diodes for minimum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperatures and shall have efficiency of 99.98% confirmed by appropriate IEC standard. 8 (C) DC Cables: Suitable size of XLPE insulated tinned Copper cable (min 10 sqmm) of solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II)) and shall be as under : (a) All cables and connectors must be as per IS/IEC standards and shall be able to withstand harsh environmental conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS. (b) All the cables / wires shall be provided with UV resistant printed ferrules for DC wires. (c) The size of the cable shall be such that average voltage drop at full power from PV module to inverter shall be less than 1.5%. (d) Cable batch No., Drum No, IS code and size and make shall be mentioned on every one meter or as per OEM practice. (e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, MS cable trays suitable to accommodate Solar grade cables from SPV module to inverter are included in the item. 9 (g) Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain ant type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore will be repaired and make good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes, exavation, removing, return filing, channel, any type of metal work is not measured and paid separately under relevant items.(D) Module Mounting Structure (MMS) (Suitable for ground mounting on any type of soil condition) :Design, procure, fixing, support structure made of hot dipped galvanised steel with min 85 micron thickness including necessary PCC / RCC foundation and associated work (cutting, grounding, PCC filling, disposing waste material,etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can with stand wind speed of 170 km per hour & minimum yield strength off 250 MPa. The mounting structure is to be installed on ground. Mounting structures to be so designed that maximum load is directly on ground. It shall also observe minimum space without sacrificing the out put of SPV panels & adequate spacing between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, protected from the atmosphere and weather mounting structure shall have to be adequately of Stainless Steel of grade SS316. 10 NOTES :- (a) Two numbers of anti theft fasteners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) Module mounting structure shall be fitted to provide maximum generation. (c) MMS design shall be supported with Staddpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Accepting Officer. (d) The height of approved design MMS for solar power plant shall be as per latest MNRE/IREDA/SECI/ NISE guidelines. (e)Minimum grade of RCC M-25, design mix (using 20mm graded crushed stone aggregate includingTMT bar as per design, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and other connected works as per design and OEM recommendation. Civil work shall be designed through approved consultant of MES as per latest MNRE/IREDA/SECI/ NISE guidelines and vetted by IIT / NIT.(E) Lightning Protection forentire Solar Power Plant (i.e PV Array, Inverter etc) : Design, procure and fix lighting arrestor system confirming toIS/ IEC-62305(Part1-4)on the ground. The air terminal shall be fixed at the top of MS pole with base so as to beat least two meter above the pole to be protected. Its height above 9 mtr level shall be depend upon the level of protection and protection radii required. 11 NOTES :-(i) The cost of all equipments, MS Pole, Copper strip upto earth test point,LA, etc., shall be deemed to be included in this item. (ii) The cost of sufficient earthing for lightning protection is also included in this item to be provided by Engr-in-charge. and no extra payment will be made to the contractor on this account (iii) The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account. In case of any dispute, decision of Engr in charge will be final, conclusive and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). Earth resistance shall not be more than 3 Ohms. (iv)Separate LA arrangement & the design document of the same shall also be submitted. (v) The protection against induced high voltage shall be provided by the use of metal oxide varistors and suitable earthing such that induced transient find and alternate route to earth. (vI) SPV Power Plant shall be provided with lightening and over voltage protection. (vii) Internal surge protection shall consist of three MOV type surge-arrestors connected from +ve abd +ve terminals to earth (via Y arrangement) 12 (F)Power Conditioning Unit: Procure, fixing, testing and commissioning of minimum 4 (Four) unitswith overall not less than 800 KW output on 11 KV AC supply, Solar-power inverter suitable for without DC power of Solar PV module/ array with AC output further feeding to grid confirming to IEC:61683 for efficiency, IEC:62109-1 or equivalent for safety and IEC:62093 for reliability. The input DC & output AC technical specification of Inverter are as under :Input (DC) (a) Max Absolute DC input Voltage : 1000 V (b) Start-up DC input voltage : 200 - 500 V (Default 420V) (c) Operating input DC voltage range : 200 - 1000 V (d) No of independent MPPT : One (e) MPPT input DC voltage range at Pacr : 180 - 1000 V DC (f) Max input DC Current : As per design. (g) AC grid connection type : 3Phase (4W + PE) (h) AC output power : As per design. (j) Max AC output Apperant power : As per design. (k) Max AC output Current : As per design. (l) Max AC fault current : As per design. 13 (m) Nominal Output Voltage : 800 Volts AC 3phase or as per the design of Solar Stepup Transformer (n) Output voltage range :± 10% (o) Output Frequency : 50 Hz ± 3Hz (p) Power factor : > 0.99 (q) Harmonic Distortion Current : < 3% (r) Efficiency : > 98% (s) Standby operation consumption : < 1.5 W(t) Operating temperature upto 85 degree centigrade (u) The Copper based inverter shall have minimum IP-67 protection, ground fault monitoring, reverse polarity protection, anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. 14 (v) The inverter shall adjust voltage and frequency levels to suit the grid. (w) The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min. (x) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array (y) Monolithic design of inverter is not permitted. (z) Shall have anti-Islanding features. (aa) The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. (ab) The inverter should have MODBUS, PROFIBUS, ETHERNET common ports. (ac)The inverte rshall include appropriate self protection and self diagnostic features to protect itself and the PV array fromthedamageintheeventof invertercomponent failureor fromparametersbeyondtheinverterssafeoperatingduetointernaland/orexternalcauses. Invertershallhaveprotectionarrangementagainst ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified. (ad) The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivalent IS and lightening. (ae) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. (af) Minimum Warranty of Inverter- 12(Twelve) Years and defect liability period deemed to amended accordingly for the said item. 15 (G)ACDB : Outdoor type powder coated weather proof,vermin proof made out of CRCA sheet front open able door, lockingarrangement, including suitable working space in DCDB busbar chamber, cable box chamber including Copper busbar of designed capacity /bus raisers suitable capacities with PVC sleeves/tape RYB colour for phases identification, including all bus raiser shall be extend upto cable box chamber fixed on fibre insulation for RYB & neutral to all out going cable, confirming to IP-65 and fixed on wall / floor with control wiring with comprising cable gland brass, copper lugs etc. and comprising the following as per design :- (i) MCCB 4Pmicroprocessor based for outgoing (ii) MCCB 4Pmicroprocessor based for incoming (iii) AC type 2 Surge Protection Device (iv) Spreader Terminals as per requirement (v) Multifunction meter (vi) CT of suitable ratio(vii) Copper busbar chamber (ix) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 16 (H) DCDB:- Outdoor type powder coated, weather proof, dust proof,vermin proof made out in CRCA sheet front open able door, looking arrangement, including suitable working space in DCDB busbar chamber,cable box chamber including copper bus raisers with PVC sleeves/ tape RYB coloursfor phase identification, including all bus raiser shall be extend upto cable box chamber, confirming to IP-65 and fixed on wall /floor with contral wiring with comprising cable gland brass, copper lugs etc. (i) MCCB as per requirement (ii) Fuse as per requirement (iii) Copper busbar chamber. (I) Weather Monitoring System Pyranometer : The pyranometer (ISO 9060 classification ) alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specifications of the pyranometer shall be as follows :- (i) Spectral response : 031 to 2.8 micron,(ii) Time response (95%). Max 15 second 17 (iii)Nonlinearity + 0.5% (iv) Temperature response : - 2%(v) Tilt error <+/- 0.5% (vi)Zero offset themal radiation +7W/Sqm (vii) Zero offset temperature change + 2 W/Sqm(viii) Operating temperature range - O °C to 80°C(ix) Non stabillity Maximum - 0.8%,(x) Resolution minimum +/-1 W/Sqm (xi)Output Analog 4.50mA (xii) Digital RS 485(xiii) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 18 (J)Balance of System(BOS) Items/ Components:TheBOSitems/componentsof theSPVpowerplants/systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender. Notes:(i) The contractor must visit the site before quoting the rates for this item to assess the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete. (ii) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work, etc., complete as per IREDA/ SECI/NISE/MNRE/ALMM latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. (iii) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directed. 19 (K) Remote monitoring system (SCADA) for solar power plant complete with all electronic andelectricial partswith andincluding all necessary software and hardware etc to make fully functional connected to LED monitor (55 inches) with complete plant parameters as required and operate the system from remote and Other Accessories includingandThe system will be controlled from the main control room where all the data from different parts of the plant shallbe received, analyzed and action taken either manually or on auto as per the system design by OEM . The SCADA shallhave remote monitoring capability comprising with the following Items and with and including all connectedaccessories as per OEM recommendation complete:(a) Main SCADA control wall mounting panel complete with fixing arragnment like nut bolt, washers suitable size and connected items. (b) LED Moniter (55. inches) with mouse, key board, CPU (Minimum 1 TB storage alongwith 12 GB RAM, i7 processor), key pad and single phaseUPS 10 KVA with 12 Volt battery, 14400 Ah battery bank with rack and required battery backup should not be less than 4 Hrs inside control room.(c)“SCADA System shall be audited for Cyber Security by CERT certified firms at the time of commissioning. Subsequent cyber security audit shall be carried out after every 03 years and cost of audit and rectification shall be born by the contractor” 20 The Contractor shall provide following defined user access levels, unless otherwise instructed by the Engineer-in-Charge: -• Normal viewing only (default level) The default level shallpermit users to view al displays except those specifically assigned to a higher level of access.• Dally Access The daily access level shall allow viewing (ie default an printing at trend displays.• Operator Level (Remote Control) The operator level shall permit authorised users to access lower levels a and to carry out the following actions:- Perform control actions Acknowledge alarmsEnter or modify manually-entered data for inclusion in thereports.• Monthly and Yearly Data Archiving The level shall permit authorised users to access lower levels and shall provide the facility to download specific data to long ten data storage for archive purposes(d)The SCADA software shall be of a proven design and reliable, and conforming to industrial standards and shall: -• Support multiple makes of RTU/ Microprocessor controller/ transmitters and models and provide required software features needed to easily adapt a device whichshall not be supported as standard to the SCADA system. 21 • RTU/ PLC/ Microprocessor base controllers and transmitters shall have an expandable architecture and scalability to provide future capacity increases in SCADA system as well as meet present needs of the administration, provide multi-level security and password mechanisms to prevent use of the system by unauthorised persons. The access privilege of authorised users shall be defined separately and permission shall be provided to the users only to access areas concerning them, provide an on-line operatingenvironment.• Adding a new RTUI Microprocessor based Controller to the SCADA system or changing configuration of the existing RTUs/ Microprocessor based controller shall not result in stopping or hinder working order of SCADA system.• The Contractor shall specify maximum number of data which shall be achieved by the system without any performance loss. The Contractor shall conduct necessary tests to prove maximum number of data points achieved. The Contractor shall also be responsible to create additional data points necessary for conducting such tests. Any AutoCAD graphics shall be able to be converted to process diagrams and shall be re-loaded and operated after completion of all works and during tests.(e)The Contractor shall hand over to MES the SCADA and application software (as CDs or DVDs) necessary for re-loading software to the system in case of failures The CDs or DVDs shall be provided after making the necessary tests. The operating system ofrouters and work stations shall be of an architecture that provides a multi-tasking operating environment, and SCADA software shall also be multi-tasking. Therefore multiple tasks such as receiving measurement results from devices, displaying these results on computer screen. storing on a computer disk, sensing alarm conditions that may occur based on measurement results, and displaying them to users, generating reports from collected data, and printing them cut, transferring issued commands to Microprocessor controllers/ RTUs/ PLC, that SCADA software is supposed to execute shall be handled simultaneously without one task waiting for another. 22 To configureSCADA software or to change the system configuration, definitions shall be either defined directly by using a keyboard or another interactive tool or mechanisms that allow importing of configuration definitions from a text file created with a text editor. The database configuration shall be provided by means of an interactive program that contains menus or similar approaches and shall be easy to use The database configuration definition program, when required, shall be capable of extracting definitions related to the configuration from information created in text format to use as definitions for configuration The following shall be possible online without interruption or hindering of usual operations: -•Adding an RTU to the SCADA system.•Deleting an RTU from the SCADA system•Changing configuration information related to an existing RTU definition.•Modifying definitions in database containing information about measurement and control points.•Creating screen pictures which offer operators to monitor and control the SCADA system.•Similar configuration changes. 23 (f)SCADA software shall be upgradeable to new versions with an automatic mechanism to be provided by the Contractor. The old version of software shall be overwritten by new version without resulting in a change in any of the definitions created in previous version, nor disturbing the operational logic defined in previous version. Al! text being available on the screen shall be in English language The database shall be configured on-line when the SCADA system shall be in operation. The changes on existing definitions or new definitions related to database shall be made when the data collection n and control functions are being performed. The SCADA Software shall be operated using the database that shall be resident in the memory(g)Data Exchange The control system shall provide a method of real-time data exchange with different application programs like Geo Information System (GIS). relational database, third party spreadsheet packages, report generation and graphical simulation packages.(h) Historical Data Management An historical data management (HDM) system shall be provided for archive, storage and retrieval of operational data comprising field input data, manually-entered data and calculated points Archived historical data shall minimally include averages, minima and maxima for each analogue value compiled over hourly. daily and monthly time periods, with a minimum capacity of 1o00 points. The HDM system shall be capable of selectively increasing the rate of data capture based on events, such as process variable status, discrete inputs, or operator command. Minimum and-maximum data shall include the time and date of occurrence. Gaps in collected data caused by faulty instruments or control system equipment shall not be included in average). minimum and maximum compilations. 24 (j) Report GenerationThe system shall be provided with a report generator utility which shall enable authorised users to create, delete or modify report definitions The report definitions shall allow for retrieval of data from on-line database and farm historical data files and for formatting data for output to printer. The format of each report shall be definable by user to include the definition of static or background data, placement of data base values, number of significant digits of a value, date and time of report and calculated values(k)Graphic Display GenerationThe system shall be provided with an interactive on-screen graphic generation utility which shall allow an authorised user to create new graphic displays and modify or delete existing displays at any work station including those associated with the LCP/ outstations. The generation utility shall include an interactive linkage process allowing user to link symbolic, numeric and bar graph representations and data entry locations to dynamic data base variables. The graphic display system shall be capable of making full use of the VDU resolution in the composition and display of graphic information. Graphic symbols shall be definable by the user for display of static and dynamic data. The user shall be able to as5emble a library of symbols which shall be retrievable into any graphic display. Text and symbols shall be able to be enlarged, shrunk, moved, mirrored or related with reference to a given display. The system shall be able to represent dynamic analogue data on a graphic display as a variable-length, sizeable bar graph, as well as numeric text. 25 (l)DisplaysGeneral all displays, excepting those containing data derived from historical files, shall be completely displayed within two seconds of the operators request. Dynamic data shall be continuously updated while being displayed. All screen displays shall provide following displays which shall be fixed in their locations to normal operations:• Alarm banner window at bottom of the screen display showing last three highestpriority unaccepted alarms. Where the system allows contents of banner to be limited (eg by user name or group) then the selection criteria applied shall be displayed with the banner.• Main display area for user selected displays e.g. mimics, alarm lists, etc.• System dialogue banner window at bottom of the screen shall display relevant system information such as error message and user prompts 26 •A day, date and time indicator shall be able to show local time an alarm bannerarea shall be included on all displays which provide information regarding most resentalarm events. The system shall allow operator to obtain details of most recent alarm event from any operational screen display through direct operation using a maximum oftwo keystrokes or selections. The system shall allow the operator to obtain a print of any display, including graphics through use of a standard system command. Screen displays shall appear identical incorporated form Dynamic data contained on a display shall not change during screen print Such that a snapshot of conditions is portrayed. Each display shall include time of day in hoursminutes and seconds and date in day, month and year format.•A facility shall be provided which allows paging to related displays through the use of ‘page forward or backward keys, or through the use of pick points(m) Suitable size of HT & LT XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 11000 Volts and 1100 Volts grade with stranded aluminium / copper conductor of size as per OEM recommendation and approved design ISI markedincluding cable glands, lugs, jointing kit etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories and necessary earthwork, civil work deemed to be included in quoted rates of the above items.(n)Generic Displays.The system shall produce various generic displays automatically 27 Metering arrangements: (A)Suitable bi-directional metering arrangements with recording facility shall be provided as per the norms of WBSEDCL. The metering arrangements must have feature to measure and record, (i)Parameters of KW, KWh, KVAR, voltage, current, PF and any other metering required to determine efficiency and efficacy of the system. (B) LT 3 Phase 4 Wire Electronic Tri vector Meter with CT ratioshould be as per capacity of SPV plant. (i) Standard: IS 13779:1999 / CBIP 88 (ii) Accuracy: Class 0.5 (ii) The metering arrangement shall have inbuilt Solar PV Plant synchronisation features. (iii) Reference Voltage - 3x240 V (iv) Basic Current (Ib)- 5 A (v) Maximum continuous current (Imax) - 10 A (vi) Rated Frequency (variation) - 50Hz (±5%) 28 (vii) Power consumption:- Voltage circuit: Less than 1.5 W and 10 VA per Phase at reference voltage, reference temperature and reference frequency Current circuit: Less than 1 VA per phase at basic current, reference frequency and reference temperature (viii) Display type: 8 digit 7 segment backlit LCD display, not less than10 mm character height (ix) Display in the event of Power Failure: Internal battery back-up for LCD display (x)Communication port: Galvanically isolated Optical Communication port for data transfer through either CMRI or remote device or both is providedwith RS 485 for DLMS protocol (C) CT/PT operatedenergy meter with following features (i) True four quadrant metering (iii) Time and day metering with maximum demand registration and automatic billing (iv) LCD display with announciators for various critical events (v) Scroll lock feature for continuous display of a desired parameter on display (vi) High resolution energy display mode for dial test (vii) DLMS protocol for meter reading, with option to remote reading port. 29 (viii) Advanced event detection features for voltage, current and magnetic influence (ix) Meter reading in absence of mains, using internal battery. (x)Power Manager Device Nano type with 4 inverter support with energy monitoring, zero export control, Load Management having RS-485 communication port, ethernet including RS 485 cable core size 0.5-1.5 Sqmm to establish communication between inverters, SCADA and sensor as per OEM recommendation with and including all connectedaccessoriesdeemed to be included quoted rates.(xi) Digital WIND SPEED SENSOR withminimum 3 cup Anemometer range 0 to 70 Mtr/ Sec distance constant 2.5 Mtrs output TTL Pulses output proportional to wind speed and diameter of cup 50mm with brass housing and stainless stell shaft(xii) WIND DIRECTIONSENSOR with wind vane and sensing vain coupledto linear endlsess potentio meter IP 67, range 0-357degrees, operating temperature -40 to +60 degrees celsiuswith brass housing and stainless stell shaft and aluminium vane complete 30 (xiii) AIR TEMPERATURE SENSOR withRTD sensing element PT100 mounted inside a weather shield duly coated with weather proof reflective white paint , range -40 degree to +60 degree celsius with nylon body housingwith weather shield and brass stem to mount the sensor, includingpower requirment 5 Volt DC complete. (xiv) MODULE TEMPERATURE SENSOR Model PT 1000 measuring range -40 Degreeto + 80 Degree Celcius with suitable ouput as required and directed on site and mounting on RTD encapsulated in suitable housing including connecting cables as required complete.(xv)Tipping Bucket Rain Gauge with Magnet and Red Switch type Sensing, rim diameter 203 mm and collecting are 335 MM SQ, Rain gauge shell made up of FRP bucket and mounting made up of stainless steel SS316 and unlimted capacity,including connecting cables as required complete.(xvi)SOLAR Radition Sensor ARN 8101 with 72 element thermo pile sensor and spectral range 0.3 to 3 Micro Mtrs and sensitivity 20 Micro Volt/ W/M², range 0 to 1500W/SQM & output 0 to 25 milli Volt and operating temp -10 to 70 Degree Celsiusincluding connecting cables as required complete with all fixing arrangment and necessary civil work complete with including all connectedaccessories as per OEM recommendation/Designcomplete: 31 (L)Step up solar transformer (800 volt/11 KV)” - Design,procure,erection, installation, testing and commisioning including connecting to local utility grid :Oil filled Type 3 phase, 50 Hz, ONAN cooling type, vector group of appropriatetype, number of load voltage Ratio: number of Phases / Freq.: 3 Phase / 50 Hz., Sealed type Copper wound Transformer with Off Load Tap Changing Arrangement on HV side in steps of 2.5% , +5% to -10% having cable end boxes on HV side suitable for 3 Crore X 300 Sq. mm. XLPE cable of 11 kV grade on HT side and LV side complete with all accessories like buchholz relay, Oil temperature indication, winding temperature indication and alarm etc preferbly DMCR Protection Relay i/c first filling of filtered dehydrated K Class natural Ester Oil bioTransol (as per IS 16659) and confirming to IS 1180 and losses shall be as energyefficiency Level 3 only & 100% load phase, with an impedence of 6.25% i/c as per specification below complete in all respects as required at site. Design ambient to be considered as 50 Deg C.All the balance parameter like temp rise, Basic insulation level, flux density etc shall be strictly in accordance with IS 1180 Part - 1 only including necessary earth work, PCC plinth foundation etc.Heat Run Test is the mandotary test for each Transformer.Standard: The equipment shall conform to the latest edition of applicable standards as follows. In case of conflict between applicable standards and this specification, this specification shall govern.• IS 2026 Standard for Oil filled Transformer• IS:3639 for Fittings and Accessories• IS:2099 for Bushings > 1000 V• IS:7421 for Bushings < 1000 V• IS:1271 for Electrical Insulation classified by Thermal stability• IEC 62770 Natural Ester Oil• CBIP Guidelines 32 (xvii) CORE : Transformer shall be double wound, core type with low loss, non-ageing, high permeability PRIMEGRADE, CRGO with M4 Grade or Better, perfectly insulated and clamped to minimize noise and vibrations. Followings should be Mandatory for any manufacturer: -(a) Transformer shall be of BOLTLESS core design.(b) Core shall be purchased Directly from Manufacturer or from their accreditedMarketingorganization of Repute & not through any agent. Bidder has to submit manufacturer’s name during bidding having sufficient credential & Core has to be purchased from the approved manufacturer.(c) Stage inspection of the core shall be done at manufacturer’s premises & inspection call shall be given with following Documents: (i) Invoice of the supplier (ii) Mill’s test certificate (iii) Packing list (iv) Bill of landing & Bill of Entry certificate by customs(d) Transformer manufacturer should have in-house core cutting facilities for proper control & monitoring of quality & to avoid mixing of Prime core with Second grade /defective core materials. Transformer Manufacturer should have in-house slitting Machine so that core is cut to width & stacked with minimum air gap thus ensuring Burr level less than 10Microns.(e) Core shall be procured from one of these reputed Manufacturers : Posco / Nippon/ Novex/ Ak Steels.(f) The insulation structure for the core to bolts and core to clamp plates shall be such as to withstand a voltage of 2000V for one minute. 33 (xviii)Tank:Tank should be of corrugated wall construction type. The exterior of tank and other steel surfaces exposed to the weather shall be thoroughly cleaned and have a priming coat of zinc chromate applied. The second coat shall be of an oil and weather-resistant nature, preferably of distinct colour from the prime and finish coats. The final coat shall be of a flossy, oil and weather resisting non-fading paint of specified shade. The interior of the tank shall be cleaned by shot blasting and painting with two coats of heat resistant and oil insoluble paint.Winding:(a) Winding shall be made with 99.9% pure electrolytic grade copper, insulated with thermally upgraded paper (Insulation Class A / Conductor Turn Insulation-Class E).The HV & LV winding should be able withstand thermal and mechanical stress in the event of short circuit.(b)Winding shall be carried in dust free area(c) The completed core and coil assembly shall be dried in vacuum and shall be immediately impregnated with oil after the drying process to ensure elimination of air and moisture within the insulation.Oil type: TransformerTransformer oil shall be as per IS-335:1993. It shall be natural/synthetic ester oil. The material safety Data Sheets (MSDS) for the Transformer oil shall be submitted by the bidder along with the offer Temperature Indicator:One set of winding temperature indicators with necessary current transformer, heating coil and a detector element and one set of oil temperature indicator with maximum reading pointer shall be mounted locally so as to be readable at a standing height from ground level. Each of the above indicators shall be provided with necessary contacts for alarm and trip: (a) Oil Insulation class : K class. It should also exhibit safety against fire hazards 34 (b) Cooling : ONAN(c) Vector Group: to be decided during design.(d) Percentage Impedance (Z%) 6.25 %.(e) Transformer Losses:as per IS 1180 - Level 1(2021)(f) Taps on HV for HV variation : +5 to -10 % in steps of 2.5% each (g) Termination (HV): Cable End box for11 KV cableof suitable size(h) Termination (LV): Cable connection(j) The transformer shall be supplied with following fittings:(k) Lifting lugs and Jack lifting pad support(l) Earthing terminals - to be decided during design. 35 (M)Earthing :The complete system shall include chemical earthing of required quantity for step-up Transformer (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account in case of any dispute decision of Engr in charge will be final and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 36 IMPORTANT NOTE FOR SOLAR POWER PLANT CONTRACT (COST DEEMED TO BE INCLUDED IN QUOTED RATES :-(1) The item specification and details given are for guidance purposes only and are likely to vary with modified / higher specification than that specified in the BoQ based on detailed site survey, solar potential assessment, design approval etc keeping the quantity of Solar inverter (PCU) and Solar Transformer same as in the BoQ. The items as per the finalized and approved design and specification, including make, shall be provided by the contractor without any extra cost to the department. All makes should be as per the latest MNRE approved list of makes and models.2.Cost of preparation of DPR design vetting from NISE/MNRE approved Institute and net billing arrangement (as per WBSEDCL) is deemed to be included in the quoted rate.3.The contractor shall submit complete design of Solar power plant, Schemetic/line drawings, detailed mounting structure array layout drawings alongwith SBC report based on the soil investigation as per OEM recommendation, Single line diagram with and including project reportand connected document shall be submitted by OEM through contractor prior to commencement of the work for approval of Accepting officer and subject to the drawing and designduly vetted by IIT/NIT (for mounting structure only) and vetted by NISE/ SECIfor entire scheme of Solar Power GenerationProject including evacuation and Net Metering arrangement complete before recommendation by GE for approval of the accepting Officer. 37 (i) The scope of works involves engineering, procurement & construction (EPC) of entire Solar Power Plant of capacity 0.8 MWp.4. The entire work shall be executed directly by OEMonly through contractor and contractor has to submit the MoU with OEM (agreement period for 25 years of entire Solar Power Plant Project) prior to commencement of work and same shall be approved byGE. 5. Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain any type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore have to berepaired and made good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes for entire Solar Power Plant Project, exavation, removing, return filing, channel, any type of metal work is deemed to be included in the quoted rate. 38 6.Cost of comprehensive maintenance as per OEM recommendation alongwith cost of spare parts required during 5 years of defect liabilty period after completion of Ph-I is deemed to be included in the quoted rate.7. Bidders attention is drawn to pre-bid conferance with department and also visit the site prior to bidding and other factor required as per OEM recommendation deemed to be included in quoted rates.8. The contractor has to carryout Pre-commissioning test of solar power plant including stepup transformer by CEI/SEI. The necessary tools and plants required for inspection of the plant shall be arranged by the contractor.and costsare inclusive in quoted rates.9. Contractor needs to know the irradiance of the location at the project before quoting. The contractor will design DCR (Make in India) for entire Solar Power Plant according to irradiance of the project location and efficiency of the components to produce the desired peak value as mentioned in the schedule i.e. 800 KW output on 11 KV AC supply and inject to the proposed RMU 11 KV. 10. During the execution of work any type of damage by elephant or monkey manance, contractor is fully responsible for protection of all solar power plant equipments including connected items i.e. PV Module, Inverter etc. No claim will be sought from the department. 39 11. All SCADA related activities viz. cables till SMBS and inverter and the requisite software and hardwarefor control room shall be included in the quoted rate.12. Vegetation Growth should be controlled by use of Deweeding Chemicals deemed to be included in Quoted Rates.13. Adequate Water Storage Facility of capacity 10000 Ltrs PVC Tank 5 Layer (with guarantee of 10 years after physical completion of work) on PCC Platform including suitable foundation for cleaning of PV Modules and suitable water drainage facilitiesfor both (Rain Water and Cleaning Water) from proposed site to existing drainage chamber is deemed to be included in the quoted rate.14. Solar Transformer fed from the Inverter should not be having odd harmonics (certificate needs to be required before physical completion of work).15.The Shutdown duration of Inverter should be monitored and recorded and analyzed. 40 16. The SPV Power Plant will be capable of generating 800 kW AC Output atleast once in a year and the AC Output of the plant will be not less than 90% of initial output by the end of 10 yearsand not less than 80% of the initial output by the end of 25 years.17. The Contractor shall operate and maintain Fire Protection System and safety equipments for the entire Solar Power Plant for 10 Years and cost of the spare is deemed to be included in the quoted rates.18.The firefighting system for the proposed power plant for fire protection shall be consisting of:a) Portable fire extinguishers in the control room for fire caused by electrical short circuitsb) Sand buckets in the control roomc) The installation of Fire Extinguishers should conform to TAC regulations and BIS standards. The fire extinguishers shall be provided for control room housing, PV array installation.19.Solar Components shall not be connected to LAN, WAN, or any Internal Data/OPS nw. 41 20.Sys with Bluetooth, GSM, Wi-Fi, or any Telemetry features should be avoided, unless explicitly cleared monitored.21. Finalization Of Feasibility Report, Design, Engineering, Transportation, Storage, Insurance, Civil Works, Erection, Testing & Commissioning etc., ensuring net-billing as per state net billing policy, quality control of grid connected.22.The Comprehensive Maintenance of SPV Plant would include wear, tear, overhauling, machine breakdown, insurance and replacement of defective modules, Inverters/PCU, spares, consumables & other partsas pe OEM reocmmendation and specification for 5 (Five) years under DLP of Phase-I..23.The Contractor shall arrange technical vetting of the plant during execution by the Cyber/INT officer and training by Unit Technical Pers till defect liability stage of Phase-I. 42 24.a) An energy meter (for net-billing) shall be installed between the solar Grid-tied inverter and the building distribution board to measure gross solar AC energy production (the Solar Generation Meter). The Solar Generation Meter shall be of the same accuracy class as the DISCOM service connection meter or as specified by local regulatory requirements. Separate for two different buildings.b) The bidder must take approval/NOC from the Concerned DISCOM for the connectivity, technical feasibility, and synchronization of SPV plant (if required).c) Contractor shall be provided system software (Cloud) for data hosting of Solar Power Plant with the Government approved agency and also audited by CERT-In (Computer Emergency respose team-India) is deemed to be included in the quoted rates. 25.a) Two sets of Engineering, electrical drawings, and Installation and O&M manuals are to be supplied. Bidders shall provide complete technical datasheets for each equipment giving details of the specifications along with make/makes in their bid along with the basic design of the power plant and power evacuation, synchronization, along with protection equipment is deemed to be included in the quoted rates. 43 b) All test and calibration certificates, wherever applicable.26. The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.27. (a) The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.(b) The contractor will carry out fortnightly, monthly, quarterly and annual maintenance as per Proforma of Appendix here-in-after respectively. In case the contractor fails to carry out the above maintenance following penalty per Solar will be imposed. 44 (i) Not carrying out maintenance fortnightly- Rs 2500.00(ii) Not carrying out maintenance Monthly- Rs 5000.00(iii) Not carrying out maintenance quarterly- Rs 7000.00(iv) Not carrying out maintenance annually - Rs 10000.00(c) The Contractor shall be responsible for ensuring production of 800 kW AC output of electricity at the injection point of RMU atleast once in a year from the SPV plant. In case the output is less than 800 kW AC unit, it will be deemed as under-designed plant. The contractor will be responsible for making good the shortfall by repair / replacement of the SPV Plant free of cost. Delay in this regard will attract monetary penalty to be amounted for the period wef very next day of the completion of Phase-I to the date of completion of rectification / replacement by multiplying the maximum value of units less generated than 800 kW AC for every day with the prevailing rate of electricity tariff of WBSEDCL Rate of electricity in West Bengal is Rs 6.52 per unit as in Sep 2025.(d) Maintenance and supervision shall be done by trained men for the safe operation of Solar’s contractor shall carry out fortnightly servicing including adjustment lubrication, repair of replacement fo parts if necessary. In addition to fortnightly servicing contractor’s senior mechanic of foreman shall carryout the inspection as per maintenance schedule and make necessary entries in the proforma attached here-in-after duly signed by Contractor & Engg-in-Charge as applicable kept in the switch room for this purpose. It will be the responsibility of the contractor to see that the maintenance schedule book is maintained properly by their senior mechanic or foreman. They shall promptly attend and call back & shall not be kept pending for more than 4 hours unless it has the prior approval of the Garrison Engineer. 45 (e) For any repairs/ replacement of Solar the contractor shall always be aware of time factor following are the fixed time (including Sunday/Holiday) for repair/replacement of parts/components/ accessories which shall be adhered to :- (i) Minor repair/ replacement- 4 hours (ii) Major repair/ replacement - 1day(f) The decision of the GE regarding Minor/Major repair shall be final conclusive and binding. In case of failure on the part of the contractor to keep the solar’s in running condition within the stipulated period mentioned in above the contractor is to pay penalty charges as mentioned below subject maximum of 10% of the total contract value and after that measurement will not be considered for the same defective Solar till it is in satisfactory working condition :-(i)Upto 12 hours @ 2000/-(ii) Above 12 Hours and up to 24 hours @ 5000/-.28. RFID Tag scanner of reputed make shall be provided by the contractor is deemed to be included in the quoted rates.29. Existing Room at 33 KV Switch Yard shall be used for SCADA/ Solar equipment/Control Room. 46 30. Surface preparation and laying of light yellow/white coloured interlocking tiles of appropriate thickness under the whole area of PV module array to make a reflecting surface for bifacial Solar PV module alongwith periodical water sprinkling arrangement for cooling of interlocking tiles is deemed to be included in the quoted rates. 31.The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes /LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines is deemed to be included in the quoted rates. Earth resistance shall not be more than 3 Ohms .32. The mounting steel structure shall be as per IS 2061-1992 and galvanizing as per IS 4759 and should withstand WIND Load as per relevant IS Code/NBC.33.Soil Stabliztion testing certificate needs to be required before completion of physical completion of work (Phase-I) so that the performance of the PV Plant is not affected in Highly Soiled areas for minimum 25 years. 47 34. M&O (Phase-II) should be finalize at the planning stage itself. The important point are as under:- (a) The thermal imaging of pv panel should be taken once a year for checking its health including hot spots.(b) The cleaning cycle of panel should be fixed as per the ratio of short circuit current falling below 0.9. The cleaning provision shoul be made available before evacuating the power.(c) The shutdown duration of inverter should be monitored and recorded and analyzed 48 Supplying, Installation, Testing & Commissioning including design, manufacture and testing at works of indoor type , IP 4X ,floor mounted metal clad, 11 KV VCB panel board totally enclosed & fully interlocked, Horizontal drawout, Horizontal isolation type breaker as per IEC-62271-100/200, as amended up to date and additional specifications, having capacities as mentioned below, single break, trip free mechanism, motor charged and manually/electrically closing breaker suitable for use on 11 KV,3 Phase, 50Hz A.C. supply with STC 25 KA for 3 Sec.Internal Arc for AFLR 25kA at rated voltage for 0.1s at individual compartments i.e. Busbar, VCB and cable compartment.complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated and encapsulated copper bus bars of 800 Amps capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 8 NO + 8 NC andequipped with following switch gears and accessories.The panel shall be complete with following switchgear and accessories. The structure of the switchgear must be fabricated using steel sheets coatedwith Alu-Zinc (Aluminium Zinc alloy)/PRINTED CRCA All major sub-components (switchgear, relays, meter & vacuum interrupters) shall be of same make. VCB and vacuum interrupters shall be designed for 100 short circuit operations at full short circuit of 25KA. Breaker shall be roll on floor type/ CASSET TYPE. Separate earthing truck shall be required for each bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth a live. It shall be provided with capacitive voltage divider and complete with audio visual annunciation, one for each panel. Item Continued as 2.01 to 2.04 49 INCOMINGS & Outgoing VCBs :Type : Air insulated VCB, autoreclosing, system voltage :- 11kV + 5%, 50 Hz+ 5%, 3 phase, rated voltage : 12kV, rated current : 800A in 40 ° C ambient, Short time rating for 3 sec : 26.3 kA, Short Circuit Making Current : 65 kA, insulation level (PF rms/ impulse peak) : 35 kA/75kA, System Ground : Solidly Earthed,Duty Cycle : 0 - 0.3 sec - CO - 3 min - CO, Break/ Make time :- Not more than 5 Cycle, Range for Auxiliary voltage for Closing / Tripping / Spring Charging : 85-110%/ 70-110%/85-110%. of rated voltage. The VCB must withstand 10000 mechanical, & 100 at rated short circuit current. The breakers should have auxiliary contact 6 No+ 6 NC, in minimum. The used Breakers will comply with IEC 62271/ IS 13118. Qty. - 3 Nos (1 no Incomer & 1 outgoings)Busbar: Rated Current : 800A @ 40°C ambient, Material : Silver Plated /Tined , High conductivity elecrolytic Copper Bus Bar sleeve :Heat Shrinkable PVC Sleeve with joints having full voltage soft PVC shroude Short time rating for 1sec :26.3kA -1 setCurrent Transformer:Voltage class: As specified in Circuit breaker ; Type: cast resin type, Dual core, Dual Ratio , Barden :10VA; Class insulation : Class E or better . Protection core: 5P10, Metering : 1.0 , Short time rating for 1 sec :26.3kA Ratio :300-150/1-1, 7 setsBus Potential Transformer: Rated Voltage : Primary - 11000 / ✓3 , Sec -110✓3; Type : Cast resin , draw out type, 3- phase , 3-limb complete with HV fuses . Barden : 100VA per phase ; Class of insulation : Class F or Better , Accuracy Class: 1.0;Rated Voltage factor : 1.2 continuous, 1.5 for 30 Secs. PT shouldbe drawnout type and serivce continuously shall be indepandent of Breaker trolly position...1set 50 Relay for Control & Protection: Numerical Type IDMT Relay (50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Additionally, condition monitoring CB wear, condition monitoring CT supervision, disturbance recorder, undervoltage & over voltage protection, trip circuit supervisioncan be measured through the relay. The device shall support webserver/web HMI through which we can monitor and control the relays over a ethernet Lan network. Licenses for theprogramming software shall be provided free of cost.The numerical relay shall have large mimic-based LCD screen display . .The relay shall have 8 Digital inputs and 8 Digital Outputs and one additional watchdog ouput.The device has to aloe controlling of min. six objects (circuit breakers, disconnectors and grounding switches). Controlling has to be done by “select-execute” or “direct control” principle. Controlling has to be possible by: through local HMI, remote communication, via digital input or via function key. Events has to be readable to SCADA systems, front panel or by setting software.The sample rate of the recording has to settable to 32samples/cycle.The devices shall provide storage up to events 2000 based on the resolution.The device shall support following communication protocols: Native IEC 61850 ed1 & ed2, Modbus TCP. The IEC 61850 communication has to support peer to peer communication (GOOSE) if requiredThe IEC 61850 interface must be able to configure through setting software. Also the same setting software has to be able to generate ICD filesThe device shall have KEMA IEC61850 edition 2 certificates - 3 sets. High Speed Master Trip relay VAX31- 3 Set, Ttrip circuit supervision relay-VAJH13-3 set6 Window Annunciation Facia . with ACCEPT, RESET & TEST Push Button - 3 set . Auxillary relay for Transmission faults (VAA33)- - 3 Set 51 Metering: Meters: 1-NosUL&CE Multifunction Digital meter displaying Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.Temperature Monitoring Sensor for the Three Phases of Incomer VCB Panel :Supply, installation, testing & commissioning ofthermal monitoring system to be provided to detect abnormal temperatures due to faulty connections and to prevent equipment B19damage. The switchgear shall have wireless temperature measurement sensors at all critical points:(a) 3 nos. foreach phase at incoming side cable joints The wireless temperature sensors installed on conductors shall be :(i) Installed with direct contact to hot point, to achieve accuracy of +/- 2°C(ii) Self-power (no auxiliary supply, no battery)(a) communicate wirelessly(c) Operate from -25°C to 125 °CThe system shall allow 2 configurable thresholds (pre-alarm and alarm). This system shall have integrated algorithms enabling to anticipate as early as possible an abnormal temperature, before damage occur (strong predictive capacity) and generate alarm through SCADA/monitoring software. Thermal sensor shall beself powered by the network current. Temperature data is sent via Zigbee wireless communication to provide high performance and accurate thermal monitoring. The sensor is secured to the connection point and is in direct contact with the measured point. Smartphones or tablets (with a Zigbee communication dongle) can be used with our Thermal Connect mobile application to scan data locally and can replace the need of periodic infrared scanning. Thermal sensors should comply to following standards:1 EN/IEC 61010,2010 2. UL 61010-12, 20123. ETSI EN 300238, 2012 V1.0.1 4. IEEE 802.15.4, 2013 52 Power Pack shall be with 220Volt AC Input & 24 volt DC continuous output suitable for closing /tripping indication of HT panel boards with 2nos 12Volt 100AH maintenance free batteries, chatging unit for trip system complete with suitable capacity dogital MFM connections with 2.5sq mm FRLS inaulated copper conductor cable etc as required.-4 set.The 11 KV HT Switchboard of 1 panel,shall bewith all accessories, interconnections,internal wiring, labels, space heaters etc. complete as required.3 panels shall be mechanically interlocked in such a way that only one operates at a time and multifunctional digital meters shall be interconnected and programmed in such a way that total consumption will come in one meter summating both of them.Note: 1. Quotated rates shall be inclusive of construction of foundation for the installation of VCB as per OEM drawing.2. The equipment shall be tested by SEI post sucessful installtion and report shall be submitted to this office. 53 Design, Manufacturing, Supply, Installation, Testing and Commissioning of 3 way 12 kV rated Ring Main Unit ofwith Fault Level 21KA 3 sec internal ARC 1 sec for tank and cable box , consisiting of 630A12 kV rated , 2 nos motorized type VCB as incomers & 1 load break switch as outgoings with metering modules along with necessary Earth Switches,battery and battery charger for shunt trip arrangement andMotor and other auxiliary circuit operation, HT CopperBus bar with current density not more than 1.6A/sq. mm as per detailed description as follows: RMU Construction: The switchgear and busbar shall all be contained in a stainless steel enclosure filled with SF6 at 0.3 bar (300 hPa) relative pressure to ensure the insulation and breaking functions. Sealed for life, the enclosure shall meet the sealed pressure system criterion in accordance with the IEC 62271-1 standard (§ 3.6.5.4): a volume for which no further gas processing is required during its entire expected life”. In addition, manufacturer shall confirm that maximum leakage rate is lower than 0,1 % / year. It shall provide full insulation, making the switchgear insensitive to the environment (temporary flooding, high humidity...), IP67 degrees of protection in accordance with recommendation IEC 60529 § 14.2.7. No SF6 gas handling required at site. Thus assembled, the active parts of the switchgear shall be maintenance-free and the switchboard shall be low-maintenance. The switchgear operating mechanism shall have an IP2X protection and cable chamber shall be IP55, Over all IP protection shall be IP55 . The tank shall be made of at least 2mm unpainted stainless steel. Item Continued as 3.01 to 3.05 54 VCB is the preferred dielectric medium for MV RMUs. Oil filled switchgear will not be considered. RMU shall be in accordance with IEC 60376.Any accidental overpressure inside the sealed chamber will be limited by the opening of a pressure limiting device in the lower part of the enclosure. Gas will be released to the rear or the bottom of the switchboard away from the operator and internal arc tested for both cable and tank for 21KA 1sec AFLR with test conducted with minimum 3 functions TankNumber of mechanical operations of Circuit breaker 2000 O/C , Number of electrical operations at full loop current for LBS: 100 O/C , Number of electrical operations at full loop current for CB: 2000 O/C,. Manufacturer shall provide type test report to prove compliance with IEC 62271-200 Annex A, Internal arc classification class AFL with 21kA 1s for the enclosure. Make of the RMU, vaccum intrtupter , relay & meter shall be of same OEM. All the test certificate shall be in the name of the OEM only . If there is any name change / acquisition by other OEM happened for the RMU then test cerificates shall contain the new OEM name only.HT System : 3 phase -3 wire , HT Fault level21 kA, Power System earthing - solindly earthed at up stream source, HT Copper Bus with Short Time Curent rating 21 kA for 1 Sec ( 3Sec), Continuous current rating at least 630 A. tank and cable chamberof RMU must be IAC rated for 21 kA for 1 Sec AFLR. Design ambient to be considered as 40 Deg C.HT Circuit Breaker :(i) There shall be 1nos.load break switches as incomings and 2 nos 12 kV rated VCBas outgoing ( total 3 nos.) . The circuit breakers shall be fixed type. All of the switchgear shall be capable of withstanding this current without any damage being caused, in accordance with the recommendations IEC 62271-1 and IEC 62271-200.Loss of service continuity class: LSC2(ii) The Circuit Breaker must be rated for 12 kV ( nominal Voltage), 28 kV/75 kVp ,3 Phase, 50 Hz, Short Circuit Fault Level of 21 kA for 3 sec. 55 (iii) No. Of Close Coils - 01 no. operable at 24 V DC (85% - 110%)/ Spring Assited Closing, No. of Trip Coils - 01 nos. ,operabale at 24 V DC ( 70% - 110%) for shunt trip.(iv) Provision for supervision of the shunt Trip Circuits for the Trip Coils to be provided. (v)Switchgear classification: PM class(vi) Loss of service continuity class: LSC2(vii) Duty Cycle : O – 3min – CO – 3min – CO, Vacuum Circuit breaker shall be of M1, E2, C1 duty and capable for minimum 50 short circuit breaking operation at full short circuit level.(viii) STC rating 21 kA for 3 Sec (for Vacuum Interrupter).(ix)Vacuum Interruptor must be hermetically sealed and must comply IEC 60056 ( along with latest amendments). Vaccum interrupter shall be of same make as RMU(x)Circuit Breaker to be equipped with Suitable tripping arrangement with push button, Mechanical counter to assess the total number of operations of the breaker, Mechanical ON / OFF indicator, Auxiliary switches, Auxiliary Contacts( at least 2 NO + 2 NC of Class 2 category), Emergency trip push button.(xi) The Operating mechanism shall be spring charged motor operated/ spring assisted as per OEM type tested design type with Spring Charge Universal motor operable on 24 V DC / 230 V AC.(xii)Suitable monitoring of Bircuit Breaker status ( ON, OFF, Trip, CB Spring charged if applicable), Trip Circuit Healthy / Unhealthy, DC healthy/unhealthyto be provided using (xiii) Voltage Presence Indicator shall be provided against each HT circuit ( against each VCB) on line side for knowing the presence of line enerzisation status.(xiv)Number of Mechanical operations at full rated current for breaker: 2000 O/C 56 HT CT /PT : Load Break Switch - 11 KV, 630A, 21KA for 3sec Motorized Load break switch; with built in line side manual earth switch. Earthing should be completed within 2 operations only(i.e 1. Main switch - OFF, 2. Earth switch - ON). LBS shall have 3 positions, open or disconnected, closed and earthed, and will be constructed in such a way that interlocking prevents unauthorized operations. For earth switch, manual opening and closing will be driven by a fast-acting /snap action mechanism, independent of operator action. LBS and earth switch shall have a min of 1000 (M1) mechanical operations ,and 5 nos closing operations at rated SC current. LBS should have 100 electrical operations at rated current. LBS & Earth Switch should have separate apertures for operation.i) One set of 03 nos. ( for 3 phases) dual core Cast Resin CTs for Eachincomer VCBcomplying with IEC:60185 & IS 2705 ( along with latest amendments) , Core -1 - 400-200/1 A , 2.5 VA, Cl 0.5 for metering ; Core-2 - 400-200/1 A, 2.5 VA , 5P10 for Protection.ii) 01 no. of 03 phase Dual Core PT forHT bus ( 11 kV)with protection HRC fuseCore 1- 11kV /√3 / 110V/√3, Cl 0.5s, 50VACore 2- 11kV /√3 / 110V/3, Cl 3P, 50VA(iii) Multifunction Meter:2 Nos. 3 phaseDigital Multifunction Meter6400NGwith Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.for each VCB panel ( 96 mm x 96 mm) , Flush mounted, Class 1 conforming to IEC 62053-22 ( along with latest amendments). 57 Protection Relay: (i) 2 Nos. of Numerical Type Self-powered IDMT Relay(50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Relay should communicate on Modbus RS-485.(ii) Each VCB must have separate Anti Pumping Relay / Antipumping feature through motorization circuit.Fault Passageindicator: The FPI shall facilitate quick detection of faulty section of line. The fault indication may be on the basis of monitoring fault current flow through the device. The FPI should be self-powered and should have internal lithium battery for external indication and setting of FPI in the absence of current.The FPIs shall include: Fault detection - Phase to phase and Phase to earth faults.One potential- free output contacts for hardwiring to RTUs. On this basis, the SCADA/DMS will be able to monitor phase / earth fault condition.Local fault indications - LCD display on FPI front panel along with LED indication on front panel of RMU enclosure.Multiple reset option : End of time delay (Adjustable from 2 to 16 Hrs)Remote reset (Via potential free input contact of FPI)Manual reset (Reset button on front panel of FPI)Automatic reset on current restoration.The characteristics of the FPIs shall include: Phase fault thresholds configurable from at least 100 to 800 A,Earth fault thresholds configurable from at least 20 to 200 AMultiple number of steps for adjusting phase and earth fault thresholds. Fault current duration range configurable from at least 40 ms to 100 ms in 20 ms steps and further 100 ms to 300 ms in 50 ms steps. Variations with respect to these characteristics may be acceptable as long as they prove applicable and provide the same or better flexibility. 58 EARTHING : The cables shall be earthed by an earthing switch with short-circuit making capacity, in compliance with IEC 62271-102 standard. The earthing switch can only be operated when the switch is open. The switch and earthing switch operating mechanism shall have a mechanical endurance of at least 1000 operations. Integrated line side Earth switches shall be provided in each HT Circuit. ( against each VCB)RMU Bushing & Cable Termination: It is preferable to have all bushings accessible from the front of the RMU. Bushings along the sides or the rear of the RMU are not acceptable.For each cable compartment, the bushing shall be at the same height in order to facilitate a possible reversal of the cables. The bushing should be conveniently located for working with cables specified and allow for the termination of these cables: - 630 A M16 bolted connectors for switch-disconnectors and vacuum circuit breakers functions.The profiles of the cable connection bushings shall be in compliance with IEC-60137 standard. Cable clamps:A cable clamp arrangement must be provided for all network cables terminated on the RMU.Provision for Cable Entry: There shall be suitable provsion for Cable entry from bottom through 3 mm thick CRCA steel thick detachable gland plate along with provision for termination of 2 runs of 3 c X 300 Sq mm 11 kV (E ) , XLPE insulated Aluminium Cables (for HT side) and at LT side runs of cables matching with outgoing MCCB current rating.Note: (i) Quotated rates shall be inclusive of foundation for the installation of VCB as per OEM drawing.(ii) The equipment shall be tested by SEIaftersuccessful installtion and report shall be submitted to this office and cost deemed to inclusive in qoated rates 59 M&L for water proof, 3 core PVC insulated and PVC sheathed, copper conductor cable of size 1.5 sqmm, 1100 Volts grade including PVC conduits properly fixed on steel poles using GI wire for electrical connection of street light fittings, complete all as specified and directed. 60 Supply and fixing junction box having protection dust proof, acid resistant, shock proof, fire retardent self extinguisher for outside installation with knockout entry for cable of size 10 - 25 sqmm andminimum size 295x195x95 mm with terminals, with and includingbrackets for street light pole mounting andone 6A MCB SP complete all as specified and directed. 61 M&L for Advanceencapsulated compound based Chemical earthing CPRI tesed maintenance free , pipein -pipe technology upgraded(Zinc & Alloy coated). , Zinc & Alloy coated (80 -100) microns with pure zinc (99.9%) & Alloy coating (200-250) microns. Earthing system conforming IS 3034. The outer and inner pipe should be 76.2 mm and 41.9 mm dia respectively of3 mtrs long zinc coated with additional special alloy coating 300 mm on top side for additional protection of the terminal . The annular space between the pipes to be filled up with Compactfill (CF) (Crystalline Conductive) mixture which should bemachine pressed in the pipes not disintegrate or collapse when outer pipe corrodes . The inner pipe should be extended with terminals for connectivity.The job includes digging the pitsin any type of hard densesoilof min size 1000 X 1000 X 3050 mm depth taking out excavated soil, lowering/ placing thethe pipe in pipe earth electrode in pit in center ,filling of pure conductolite back filling compound (BFC Conductolite) having excellent moisture retaining capacity in 300 mm around the electrode(minimum 4 bags of 25 KG per pit per unit) or more qty of backfillcompoundas required to fill around the the elctrode in 300 mmin circumfrance of electrode . Contractor has to fill the remaining portion of pit withlow resistivity soil (agriculture soil) free from stones etcs, to be bring from out side defence landas the soil resistivity ofStn is very high and mixed with min 3 Bags of 50 Kg each of Bantonide clay. The BFC should be eco friendly it should not contain envernmently hazardous material/metal having ROHS certification from NABL accredited lab.The earth pit should be provided with a FRP earth pit cover for protection and safe guard of terminals. The material of earth electrodeshould have good electrical conductivity & anti corrosion property in wide range of soil conditions. The job also include M & L for in PCC(1:3:6) typeC-1 around the FRP cover for support and foundation and colouring the PCC work withdesired colour.completeall as specified and directed. Item Continued as 6.01 62 Note : (i) Design of earth electrode should be of pipein-pipetechnology .(ii) Contractor have to submit literature of earth electrode and get the make approved of GE before procurement.(iii) The earth electrode shall be CPRI tested to withstand short current test for 60kA rms for 1.0 second and 150kA for peak current.(iv) Contarctor has to fill pure back fill compound conductolite all around the earth electrodein 300 mm bore up to full depth of bore.(v) Contractor shall refill the pit with low resistivity soil (agriculature soil ) free fron stone etc and mixed with 06 bags of Bentonite of 25 Kg each to achive the low resistance values. (vi) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection. This Earthing System used for VCB and RMU only. For Solar Power Plant Earthing System is already deemed to be included in quoted rates.(vii) Necessary cost of repair to plinth protection and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 6 x Bags of bentonidedeemed to be included in the item rate.(viii) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work. 63 SAFETY EQUIPMENTSSupply and fixing Rubber hand gloves suitable for 11 KVas per OEM recommendationcomplete all as specified and directed. 64 S&F for glass framed Shock treatment chart both in Hindi & Englishand connected accessoriescomplete all as specified and directed. 65 S&F for dry powder chemical type 4.5 kg fire extinguiser with clamps and connectedaccessories ISI Marked complete all as specified and directed. 66 S&F for single line diagram, schematic diagrams etc. of A1 size on suitable Aluminium sheet including lamination etc. as required as per OEM recommendationcomplete all as specified and directed. 67 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. 68 Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation, manholes, laying of UG cables/pipes etc. not exceeding 10 Sq.m on plan and getting out in soft/loose or any type of soil complete all as specified and directed. 69 Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 70 Returning filling in, soft/looseor any type of soil including spreading leveling watering and ramming complete all as specified and directed. 71 Excavation in post holes (or similar holes) in soft/loose soil each n.exc 0.50 cum, getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface all as specified & as directed. 72 M&L for RCC M-20, design mix (using 20mm graded crushed stone aggregate), including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 73 M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plugs, bolts, nuts & screws as specified type 410 SP-31, 9.0 meter longinclusive of two coats of aluminium paint over one primer coat of red oxide zinc chrome primer including preparation of surfaces complete all as specified and directed.NOTE : (a) The poles shall confirm to IS - 2713 & each component pipe shall be ISI Marked & confirm to IS - 1161. (b) Necessary earthwork, PCC etc. shall be measured & paid separately under relevant items of work. 74 S & F LED Street lights nominal power 90 Watt, LED of Make Osram; Bridgelux ; Philips; Nicha; Cree; Samsung, LED wattage of minimum 3 watt each and Maximum 5 watt each, operational voltage of 170 volts to 270 volts, frequency of 50 Hz, lumen efficacy of minimum 120 lumens per watt, built-in integrated electronic LED driver, output open /short circuit protection, phase to phase protection, over voltage protection, surge voltage protection upto 4 KVs, protection grade IP 66, CRI greater than 80%, CW available CCT of 5700K, power factor of minimum 0.95, pressure die-cast aluminium alloy housing with polyester powder coated metallic silver finish after phosphochromate treatment, life span of minimum 50000 working hourswith IK10 and L70 on including fixing at any height and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.(i) If connection.cable from pole Juction box to street light and street light bracket up to 2 mtrs be included and measured in unit rate item, Beyond 2 mtrs of length to be paid seperately under respective items.(ii)At location where street lights/flood light are connected through overhead conductor, connection cable from light fitting to overhead conductor is deemed to be incl in the item rate. (iii) All LED street light/flood lights shall be properly connected with earth dolly provided with fittings and steel poles earth bolt.(iv)All LED lights have replacement warranty of 5 years from the date of completion of the contract accordingly condition 46 of GCC (IAFW-2249) shall be amended to extent mention above. Contractor has to submittwarranty certificate from manufacturer . Payment of light fitting will be released after receipt of 3 year replacement warranty certificate from manufacturer.(v) The LED lights will replaced bythe contractor free of cost in the case of manufacturing defects and Failure due to electrical impact if not connected properly with earth. Hence it is contractor responsibility to connect the light fitting earth wire and shall be grounded properly.(vi) The contractor shall submit the surge protection certificate and Type test certificate LM 79, LM 80 for luminaries from LED manufactutre. 75 M&L for Cement concrete (1:4:8) type D2, (Using 40mm graded crushed stone aggregate) as in foundations of poles and stay, filling and mass concrete complete all as specified and directed. 76 M&L for plain cement concrete (1:3:6), type-C2 (40mm graded crushed stone aggregate) as in foundation, filling and mass-concrete, coping etc for pole foundationwith and including necessary formwork complete all as specified and directed. 77 M&L PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and copingwith and including necessary formwork complete all as specified and directed. 78 Material & labour for earthing complete with copper earth plate electrode 600 mm x 600 mm x 3.15 mm thick burried directly in ground (Earth pit not less than 4 mtr deep below ground level) with top edge of the plate not less than 3.25 mtrbelow ground level connected to copper strip 20 x 3.15 mm as earth lead by brass nut bolts washer including brazing the copper strip with copper plate as shown in electrical plate No 3 connected to earth test point including necessary excavation for earth pitin hard dense soil, rocky / disintergate rock, filling charcoal and salt around the plate in layers , filling the pit with low resistivity agriculture soil free from stones, to be bring from out side defence land and mixed with Bentonite , (4 bags of 25 Kg each ), construction ofinspection pit ( earth pit chamber) of brick work of size 600 x 600 x 600 mmwith PCC copping of 1 :1.5: 3, 12.5 mm aggregate A1 with MS sheet 2.8 mm plate cover on frame ofangle iron of size 40 x 40 x 5 mm with , wire mess, funnel, test point, 40 mm dia GI protection pipelightgrade and20 mm GI peforated pipefor wateringetc complete and testing on completion. The electrode and lead shall be of copper all as specified and directed by Engr-in-charge (Copper strip upto 7.5 RM will be included in the item rate and copper strip beyond 7.5 RM will be measured seperately Item Continued as 22.01 79 NOTE :-(i) Contractor shall uselow reisistivity fresh agriculture soil , mixed with 4 x Bags of bentoniteclay of 25 Kg each for refillingthe pit to achive the desired resistance.(ii) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection(iii) Necessary cost of repair to plinth protection as per existing specification and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 3 x Bags of bentonitedeemed to be included in the item rate.(iv) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work.(v) Contractor has to submit test report of earthing after completing the earthing.(vi) Bentonite clay should be Conf to IS 6186: 1986.(vii) The cost ofCopper strip of size 20X3.15 mm from top of earth plate upto 7.5 meter above ground level is deemed to be included in the unit rate of above item.and copper strip beyond 7.5 RM will be measured seperately.(viii). All the joints in copper strip and connection with Earth Plate to be welded through brazing and in addition by proving brass nut bolt and washer are deemed to be included in the unit rate. (ix) Cost of brazing / welding and nut bolts are deemed to be included in the unit rate. (x) Cost includes removal of excavated soil upto a distance of 100 mtrs. 80 Supply and fixing copper strip of size 20 x 3.15mm as earth continuity conductor or main earthing lead fixed on V typeporcelain insulator, 4 BM, heavy duty ( ceramic bus bar supportinsulator off whitecolour ofsuitable for mounting strip of 20 mm wide x 3.15 min thick) saddle to wall, buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 20 x 3.15 mm copper strip brazingto each joints and connected with by providingbrassnut boltsand washer including test point all as specified and directed by Engr in Charge. Note : Insulators shall be provided on every 50 cm. (Minimum 2 x insulators to be provided in every 1 x metre of strip and rate of the same deemed to included in quoated rates) 81 M&L sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and directed. 82 Supplying and laying un-reinforced precast concrete cable cover, class HV, type 1 with peak, size 300mm x 180mm x 40mm complete all as specified and as directed. 83 M&L for GI pipe 100 mm bore, light grade with all fittings and fixtures (ISI Marked), laid in trenches, under road or fixing on wall/ pole /crossing drain /nallah etc. of bore complete all as specified and directed. 84 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 85 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 86 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 87 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 88 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 32 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 89 S&F for 63mm (OD) PP-R Gate valves (brass insert)and connected acessories complete all as specified and as directed. 90 S&F for 32mm (OD) PP-R Gate valves (brass insert) nd connected acessories complete all as specified and as directed. 91 M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed. 92 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 93 S&F for RCC pipes of 600 mm dia, NP-2 laid and jointed complete with collars complete all as specified and directed. 94 S&F for 250mm bore Flue pipes of mild steel sheet, black, in suitable lengths as approved by GE and fixed to walls complete all as specified and directed. 95 M&L for Brickwork with fly ash bricks (modular bricks ), straight or curved on plan exc 6m mean radius, built in cement mortar(1:6) complete all as specified and directed. 96 Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound will be deemed to included in qoated rates. 97 M&L for applying three coats of white wash on newly plastered wall surfaces including preparation of surface complete all as specified and directed. 98 S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed. 99 S & F hot rolled medium and high tensile structural steel of grade E165 as per IS 15911: 2010 as in framed work such as grills, grating, etc., with ends of bars of shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework water tanks and similar work complete all as specified and directed by Engineer-in-charge. 100 S&F flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 S&F MS screw bolt (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 5 cm and n. exc 10 cm long, diameter of neck 5 to 10 mm complete all as specified and directed. 102 Supply and fixinggalvanized steel chain link fence fabric of mesh size as approved , made out of 4 mm nominal dia of mesh wireconforming to IS 2712-2003 and having zinc coating of type heavy as laid down in IS-4826 including line wires/ binding complete all as specified and as directed(A Board of Officers under the orders of GE shall be convened to ascertain the weight per square metre of galvanized steel wire chain link fencing brought at site by the contractor against each lot of materials). 103 S&F 10mm round bars Fe-410-W (Gde-250) quality-A or Fe-290-(Gde-E-165) as in stiffner to hold the chain link fencing fixed with angle iron post inclucinding necessary welding and fixing arrangement at ends complete all as specified and directed . 104 S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steelpins, etc. complete all as specified and directed . 105 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 106 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface not exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 107 Materials and Labour for reinforced cement concrete M-20design mixin columns; pillars; piers; posts; struts etc,complete all as specified and directed. 108 S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 109 S & F for mild steel TMT bars 6 to 8 mm dia, conforming to Fe 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, stirup,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 110 M&L for construction of valve chamber with MS sheet cover 3mm thick with angle iron) frame of size 50 x 50 x 6mm and locking arrangements including painting one coat of primer followed by two coats of black sysnthetic paint including excvation and earth work in any type of soil,PCC (1:4:8) type D2 in foundation ,PCC benching 1:2;4 type B-1 ,PCC (1:5:8) block masonry 20 cm thick in cement mortor (1:6),10 mm thick plastering in CM 1:4 ,PCC bed in (1:3:6) and coping 50mm hick in cement concrete 1:2:4 type B1 using 20mm stone aggregate including necessary formwork,paintin one coat of red oxide and two coats of bituminious black paint on all steel surfaces as specified and as directed of sizes 800mm x 800mm x800mm (internnal dimensions) complete all as specified and as directed. 111 Sch A Part-II (Phase-II) 112 Providing Services for Manning and Operation of Solar Power Plant 0.8 MWp near 33 KV receiving stationat Sevoke Mil Station for FIRST YEAR after completion of Ph-I of the subject work with oneskilledcategory Electricianhaving certificate of Surya Mitra from NISE) for twoshifts of 8 hour, one helper (semi-skilled category) in two shift of 8 hrs eachcontinuous operation (including Sunday/Holiday) to maintain sub station in/out side Panels, Invertor, DC junction box, VCB as specified, including daily and weekly check up including cleaning of PV modules complete with suitable cleaning cloths etc , upkeeping the installation operational and in health condition, having own conveyance and communication system like mobile etc. complete, for Solar Power Plant with all minor consumable and expendable items and labour and tools for smooth and efficient operation complete all as specified and directed by Engineer-in-Charge. Make of spare parts / equipments of the Solar Power Plant :- Same as installed in the preceding phase of the work.Repair or replacement ofdefective components or spare parts will be carried out free of cost under DLP and comprehensive Maintenance as per OEM recommendation up to DLP period included in BOQ item No. 1.00. The Contractor may submit his claim for every months on pro-rata basis subject to condition 64 of IAFW-2249 (General Conditions of Contracts)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 17,92,949.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. Item Continued as 56.02 to 56.06 113 NOTES :- In addition to and Manning, Operation and Maintenance of Solar Power Plant, the following works will also be carried out by deputing addl manpower where required, to the entire satisfaction of Engr-in-Charge.(a) Minor repairs and preventive maintenance required to ensure serviceability and efficiency of complete MRS complex including supply of HT 11 KV fuse wire of proper sizeand minor spares such as nut, bolts, spring, lock nut of VCB/OCB as per sample, broom, duster, grass cutting tools, phawara, pick axes for cleaning/grass cutting of complete at Sub Stn Complex. 114 (b) Record of activities such as voltage / current / PF / Energy consumed / temp of transformers, break downs, day to day maintenance of Solar PV Plant etc.(c) The contractor shall ensure that all safety precautions are strictly exercised by the staff employed by him.Adherance to IE rules and statutory rules in vogue must be ensured.The contractor shall be fully responsible for any mishap that occurs due to any fault of the employee or due to non adherance of safety norms.(d) Record of activities such as attendance register, duty roster, pay distribution register of the whole staff employed by the contractor.(e) The electrician staff employed by the contractor shall be ITI holder with four years experience. 115 (g) Security lights within the complex will be operate by the tenderer. (h) The under mentioned tool kitwill be provided at site with person on duty :-(i) Electrician tool kit such as screw driver set, tester, test lamp, cutting plier, insulation tape, fuse wire of required size. (ii) Tongue tester(iii) HT megger(iv) First aid box (v) Shock treatment chart duly framed(vi) 33 and 11 KV Hand gloves(vii) 33 KV discharge rod withcopper chain(viii)) Helmet -02 nos(ix) Suitable Footwear - 02 nos(x) Cotton protective clothing with long sleeves duly embossed with GE Sevoke as directed. The tenderersquoted rates shall be deemed to be include the cost of all above provisions and nothing extra will be paid on any account. 116 (xi) The Bidders shall abide by the latest Labour rules and minimum wages Act. Wagespaid by the bidders to the persons employed shall not be less than the minimum wages fixed by the state/central government from time to time whichever is higher. (xii) The Bidders is responsible for insurance, EPF, ESI, Bonus, Labour welfare cess et., as applicable and shall be paid to the workmen as per existing Labour rules/ Acts/ regulations and rate quoted shall be deemed to be included for the same.(xiii) Dress Code : The bidders shall provide the workmen with Dark Blue Colour uniform {formal pant & T-shirt} with labels showing/ printed i.e. Name of the firm and designation on front and on the back of the T-shirt along with protective clothing, Industrial safety shoes, protective gears like helmet, safety belt etc..(xiv) Supervision and attending of all incoming & outgoing Solar Power Plant equipment metering equipments & monitoring to loads & other parameters of incomming & outgoing feeders & maintaining log sheet and attendance sheet. 117 INSURANCE: The Bidders shall also insure the workmen employed on the job.The Bidders shall be responsible for all Accidents/Injuries happening to the workmen. Any accident causing minor/fatal injury, partial disability due to any untoward incident or non-adherence to safety and IE regulations or fault in maintaining of internal electric supply system or on account of any mishandling/ wrong operation/ lack of knowledge of safety precautions or on account of any circumstances beyond his/ their control, the bidders shall be solely responsible for settling all claims of compensation to the deceased, falling which department will have a right to recover any sum indicated/ claimed by Labour commissioner/court authorities. No claim whatsoever will be entertained in this regard. No compensation is payable by the department on this account. Bidders shall provide first aid boxes to meet any emergency situations. 118 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for SECOND YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 18,75,076.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 119 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for THIRD YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 19,61,175.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 120 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FOURTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 20,51,671.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 121 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FIFTHYEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 21,46,848.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 122 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for SIXTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 22,46,564.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 123 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Seventh YEAR after completion of Ph-I.NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 23,51,386.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 124 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but forEight YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 24,61,315.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 125 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Ninth YEAR after completion of Ph-I.NOTE :-(a)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 25,76,917.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 126 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for TENTH YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 27,03,441.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 127 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIRST YEAR after expiry of DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum andcost of item priced upto ₹500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost. Repairs of minor components any other major components are also in the scope and cost of labour for minor / major components is deemed to be included in the quoted rate for this item.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 128 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor SECOND YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted costrepairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 129 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor THIRD YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 130 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor FORTH YEAR after DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 131 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIFTH YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM. (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d) Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 132 Prime Cost Sum. The prime cost to be used as directed by the Accepting Officer vide Condition 1 (v) and 5 of IAFW-2249 (General Condition of Contracts) forming part of the tender documents.(a) Provide a prime cost of Rs.3,00,000.00 forsupply only of spare parts required for comprehensive maintenance after expiry of DLP of Phase-I, through a BOO convened by the CWE. The spares shall procured directly from the OEMs or their aurhorised distributor/dealer as approved by GE.(b) Bidders/Contractors quoted amount shall be inclusive of his overhead and profit and including all taxes and insert amount to cover all. The Bidders/Contractors is to quote lump sum amount under Column 6 covering all the aspects mentioned here in before, representing (%) percentage under Column 9, Above/Below (+ or - denomination) the Prime Cost Sum inserted by MES under Column 5. However, the quoted amount under Column 6 shall not exceed 15% (Fifteen Percentage) of Prime Cost Sum inserted by MES under Column 5. In case, the Bidders/Contractors quoted amount is in excess of 15% of the estimated amount, the same shall be restricted to 15% (Fifteen Percentage) and the amount quoted shall be corrected accordingly to work out the contract sum. Item Continued as 70.01 133 NOTE:-Prime Cost Sum shall be governed in terms of condition 1 (v) and 5 of IAFW-2249 (General Condition of Contract) and to be regularized through Deviation Order. The following procedure shall be adopted to execute the Prime Cost Sum :-(a) Step –I Service Engineer of OEM along with site executive shall visit every month for Preventive and corrective maintenance on all the Solar Power Plant as specified in BOQ herein before, and undertake routine comprehensive maintenance and identify the list of damage / defective spare parts in Solar Power Plant. Service Engineer have to submit report to concerned Engr-in Charge and BOO before undertaking replacement/ repairs, except in case of emergency.(b) Step –II Subsequently BOO will verify the same and submit the finding to the CWE after assembly of board in terms of CA Provision for concurrence.(c) Step –III After concurrence of BOO, the Engr-in-Charge will direct the contractor and the service provider to replace the unserviceable spare parts.(d) Step –IV Serviceability certificate of Solar Power Plant duly signed by the Service Engineer, BOO findings, GST enabled purchase voucher for the replaced spare parts alongwith draft DO details shall be submitted to the GE for placing of DO’s. The advance on account shall be accompanied alongwith the said DO’s for payment.

BRR : 7203299 Tender For Construction Of One Multistoried Tower Block (Stilt +10 Storied) Comprising Of 60 Nos Of Type ‘C’ Residential Quarters Phase-3 At Kaiga Township).; 1 Part:A Civil WorksFoundation Works:Clearing jungle including uprooting of rank vegetation, grass, brush etc., and removal of rubbish and disposing outside the periphery of the work area. 2 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 3 All kinds of soil - Upto 1.5mtr depth 4 All kinds of soil- Depth exceeding 1.5m, but not exceeding 3 m 5 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 6 500 mm dia piles 7 600 mm dia piles 8 750 mm dia piles 9 Carrying out Vertical loading test on following pilesas per IS: 2911 – (part-IV) including all required material, labour etc., including submission of test report as per the direction of EICIntial Load Test 10 500 mm dia piles 11 600 mm dia piles 12 750 mm dia piles 13 Carrying out Vertical loading test on following pilesas per IS: 2911 – (part-IV) including all required material, labour etc., including submission of test report as per the direction of EICRoutine Load Test 14 500 mm dia piles 15 600 mm dia piles 16 750 mm dia piles 17 Providing Pre-Construction Anti TeRMite Treatment by treating contact surface of soil with the plinth beams, top surface of plinth filling & plinth protection area etc. as per IS:6313 with a perfoRMance guarantee of five years etc. complete all as per specifications and as directed Engineer-in-charge.Note: measurement shall be for plinth area of the building. 18 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 19 Using selected excavated earth 20 Using soil obtained from burrow pits 21 Providing and laying Rubble Stone Soling using hard granite stones below floor, for consolidated thickness of 150mm with stones vertically hand set, interstices packed with smaller stone chips, binding with murrum, watering, consolidating and finish to level etc. complete as per specifications and as directed by Engineer-in-Charge. 22 Providing and laying in proportion P.C.C1:3:6Plain cement concrete using 20mm down crushed aggregate of approved quality for mudmatleveling course for foundation, plinth and below flooring including foRM work wherever necessary, consolidation, leveling, finishing and curing etc complete as per specification and as directed by Engineer-in-Charge. 23 Providing and laying PCC 1:2:4 using 20 mm & downsize, clean, crushed, well graded, cubical shape, sharp edged aggregates of hard, durable & approved quality stones / rubbles for plinth, floor & drain bedding & all other various miscellaneous PCC works including machine mixing, transporting, laying, spreading, consolidating, levelling, finishing as directed, providing; fixing & removing necessary foRM work; as & when required / directed, preparation of base properly by dressing; levelling & hand ramming using wooden hand rammer by proper watering, racking out all the masonry joints & close hacking the old / new concrete / plastered surfaces for proper / good bonding, base shall be fully neat, clean & slightly wet before laying Concrete, Curing for a minimum period of 7 days, cleaning the work area & disposing the debris / waste materials / unwanted materials / things etc., upto a lead of 2000 meters outside the pheriphery of work premises etc. complete all as per specification and as directed by the Engineer-in-charge at all locations and at all lifts / heights. 24 Providing and laying Cast Insitu RCC of M30 grade using graded stone aggregate 20mm max size including weigh batching, mechanical mixing, transporting and placing, vibrating, consolidation, finishing, curing,etc complete atfor Pile Cap, plinth beam, lift pits, cloumn, beams slab, stair case up to stilt floor levels for all RCC worksall heights/ levels as per drawing, specifications and as directed, but excluding foRMwork and steel reinforcement. 25 Providing centering and shuttering for Pile Cap, plinth beam, lift pits, cloumn, beams slab, stair case up to stilt floor levels etc. for all RCC works including removal of the same for in-situ reinforced concrete using approved foRMwork including sturting propping etc at all levels, heights & floors and removal of the same for in-situ reinforced concrete. Complete as per specifications, relevant IS and as directed by Engineer-in-Charge. 26 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification 27 Providing and Constructing R.R. masonry, using hard; durable & approved quality stones / rubbles, in CM 1:6 for foundation works & all other miscellaneous RR masonry works etc., including racking out all the masonry joints or simultaneous flush pointing, providing; fixing& removing necessary staging / platfoRM wherever; as & when required / directed, close hacking the old / new concrete / plastered surfaces for proper / good bonding, base shall be fully neat, clean & slightly wet before laying masonry, Curing for a minimum period of 7 days, cleaning the work area & disposing the debris / waste materials / unwanted materials / things etc., upto a lead of 2000 meters outside the pheriphery of work premises etc. complete all as per specification and as directed by the Engineer-in-charge at all locations and at all lifts / heights. 28 Superstructue Works including finishing items:Providing and laying Cast Insitu RCC of M 30 grade using graded stone aggregate 20mm max size including weigh batching, mechanical mixing, transporting and placing, vibrating, consolidation, finishing, curing,etc complete atforcloumn, beams slab, stair case for all RCC worksall heights/ levels as per drawing, specifications and as directed, but excluding foRMwork and steel reinforcement. 29 Providing centering and shuttering for all RCC works including removal of the same for in-situ reinforced concrete using approved foRMwork including sturting propping etc at all levels, heights & floors and removal of the same for in-situ reinforced concrete. Complete as per specifications, relevant IS and as directed by Engineer-in-Charge. 30 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete for all Heights/levelsincluding cost of transportation, cost of cover block in cement concrete M-25 / M-30 grade as per specification etc. complete. 31 Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 confoRMing to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. 32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 confoRMing to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications 33 Providing cement plaster 12mm thick to underside of all concrete surfaces such as ceiling, chejjas, stair case etc., at all floor and heights in CM 1:4 rubbed perfectly so as to obtain smooth and even finish including close hacking of concrete surface, scaffolding, curing etc., complete all as per specifications and as directedby the Engineer in-charge. 34 Providing and laying cement plaster 15mm thick for internal surfaces of walls and columns at all Floor and heights in CM 1:6, rubbed perfectly so as to obtain smooth and even finish including close hacking of concrete surface wherever required, scaffolding, curing etc. complete as per specification and as directed by the Engineer in-charge. 35 Rendering smooth finish; using Brila White Putty in One /Two Coats over internal plastered surfaces of wall; concrete & ceiling including rubbed perfectly so as to obtain smooth & even finish, providing; fixing & removing necessary staging / platfoRM, preparation of base properly by cleaning & washing, Base shall be fully neat, clean & drybefore application of putty, cleaning the work area & disposing the debris / waste materials / unwanted materials / things etc., upto a lead of 2000 meters outside the pheriphery of work premises etc. complete all as per specification and as directed by the Engineer-in-charge at all locations and at all lifts / heights. 36 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge 37 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge. 38 Providing and laying vitrified floor tiles with thickness 9-10 mm s ize of Tile 600x600 mm s with water absorption less than 0.08% and confoRMing to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. 39 Flooring 40 Skirting 41 Providing and laying Antiskid Cramic Tiles of605 mm X 605 mm or of any other approved size and make of approved shade / colourthickness of tile shall be 8 mm to 8.9 mm for Flooring with 20 mm thick CM of 1:4 [bedding] and for Skirting with 12 mm thick CM of 1:3 [backing] or using approved Adhesive [for Flooring & Skilting] pasting the Vitrified tiles on concrete or on masonry or on plastered surfaces, close jointed [with or without spacers] as directed, grout filling in the joints with matching pigmented cement slurry, finished to true line & levels / slope / plumb etc., including cutting of tiles, recommended washing, preparation of base by close hacking / roughening of existingbase, racking out all the adjoining masonry joints, cleaning & washing the base with clean water, base should be fully neat; clean & slightly wet / moist before laying mortar & tiles and base shall be fully neat; clean & dry before laying adhesive & tiles, cleaning & washing / mopping the work area and disposing the debris / unwanted materials up to a lead of 2000 meters outside the periphery of work premises etc., complete all as per specifications, as per manufacturers specification and as directed by the Engineer-in-charge at all locations & at all lifts / heights. ( Basic rate of material shall be minimum Rs. 45/- per Sq.ft) 42 Flooring 43 Skirting 44 Providing and laying Antiskid Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality confoRMing to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete 45 Providing and laying ceramic tiles for dado/ skirting using tiles of approved make, shade/ colour and of 300 x 450 mm size having minimum thickness of 5.5mm in approved pattern over a bed of 12mm thick in cement mortar 1:3, close jointed and pointed with matching pigmented cement slurry and finished to line/ levels as required including cutting of tiles, curing, acid washing etc. complete all as per specification, as per drawing and as directed by engineer-in-charge at all floors and heights. 46 Providing and laying 20mm thick Kota stonefor Staircasetreads and landing at all heights using machine cut slabs in single piece or as directed over a bed of 12mm thick in cement mortar 1:3, close jointed and pointed with matching pigmented cement slurry including rounding off the nosing, curing , polishing etc. complete all as per specification, as per drawing and as directed by engineer-in-charge at all floors and heights. 47 Providing and laying 18 to 20 mm thick Black Granitestone of approved colour & shade for Kitchen PlatfoRM & Facia using machine cut pre-polished on one face, slabs in single piece or as directed laid over 20mm thick cement morter 1:3, close jointed and pointed with matching pigmented cement slurry finished to levels, slope as required & curing, rubbing, nosing rounded off etc. complete as per specifications and as directed by the Engineer in-charge. 48 Providing and laying 20 to 25 mm thick Cuddappa Slabs of approved colour & shade for Kitchen Store & Below PlatfoRMusing machine cut pre-polished on one face, slabs in single piece or as directed laid over 20mm thick cement morter 1:3, close jointed and pointed with matching pigmented cement slurry finished to levels, slope as required & curing, rubbing, nosing rounded off etc. complete as per specifications and as directed by the Engineer in-charge. 49 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. 50 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete 51 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge 52 Providing and fixing pressed steel door frames confoRMing to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile D Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 53 Providing and fixing pressed steel door frames confoRMing to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 54 Providing and fixing pressed steel door frames confoRMing to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile B Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 55 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol foRMaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer, including cost of all SS fixtures and fittings complete as per spcification35 mm thick both side Teak 56 Providing and fixing factory made Green certified, Anti TeRMite, UV resistant, high water absorbant single extruded WPC (Wood olymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being teRMite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, SS fixtures and fittings The cost includes cost of materials, transportation, labour and fixing charges 30 mm thickness 57 Poviding and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for foRMing hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels confoRMing to IS: 14856, including fixing to frames. including cost of all SS fixtures and fittings 30 mm thickness 58 Providing and fixingposition Teak wood panel mesh shutter for doors with styles and railsbottom and lock rail 180mm wide top rail, styles 100mm wide , panels shall be fixed with SS weldmesh 12 gauge and mosquoto mesh ,including cost of all SS fixtures and fittings etc., complete. 30 mm thickness 59 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make confoRMing to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications 60 Poviding & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(TheRMo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size – 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) 61 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(TheRMo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) 62 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being teRMite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm 63 Providing and supplying cupboard shutter with 19mm thick one side Architect recommended decorative laminate (1mm thick) and other side balancing lamination(preferably white) on factory pressed BWP grade marine ply as per IS 710 of approved brand complete as per direction of engineer in-charge.(Payment for providing and fixing auto closing hinges shall be paid separately 64 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 kg/m3 and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel screws, all complete as per direction of Engineer-incharge 65 roviding and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 kg/m3 and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge 66 Providing and fixing Window pelmets 125mm wide, using 19mm thick water proof plywoodand providing 0.8mm thick laminate on external surfaces and one coat of primer and two coats of enamel paint on internal surfaces. The pelmets shall be provided with SS pelmet rod and fixing bracket etc., complete. 67 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface like Roof, bathroom, toilet, balcony & utility area applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break >120% as per ASTM D 412, Tensile strength >1N/s. mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification Note:Measurement for payment shall be actual area covered by the treatment. 68 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Pack 69 Providing and laying Cinder Concrete in 1:15 ( 1 cement : 15 cinder of 12.5mm size) for sunken floor of toilets, washing areas, water closets, etc., complete all as per specifications, as per masnufacturers specification and as directed by the Engineer-in-charge at all locations & at all lifts / heights. 70 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 g/l, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two coats on new work to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 71 Applying priming coats with primer of approved brand and nufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. 72 Providing Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labs, roviding and removing necessary scaffolding etc. complete as per the specification and as directed by the Engineer In-charge at all heights. 73 Providing and painting of texuredd exterior paint of required shade :(Two coats on existing cement paint surface applied @ 3.28 l/10 m² including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 74 Providing and applying one coat of approved primer and two or more coats of Premium Acrylic Smooth exterior paint of required shade : (Two coats applied @ 1.43 l/ 10 m²) over existing cement paint surface including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 75 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M-30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 76 Supply and fixing metal fan box with round hook 77 Preparation of Architectural drawings, Structural design & drawings, PH, Electrical, Firefighting, communication system design & drawings and preparation of bill of quantities & rates for Electrical, Firefighting, communication system. The rates are inclusive of proof checking by serving IIT/IISc/NIT faulty 78 Part:B Water supply & Sanitory WorksProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), confoRMing to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid 79 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) confoRMing to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 80 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 81 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 225 mm 82 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Economy Class 83 Providing and fixing Wall spout with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Economy Class 84 Providing and fixing Wall Mixer Telephonic with crutch only made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class 85 Providing and fixing Angle cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Economy Class 86 Providing and fixing Exposed set for concealed stop cock made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete -EconomyClass 87 Providing and fixing 15 NB PVCInlet connectionswith brass check nuts at both ends & with X Nipple of length 450 mm ofApproved brand / Makewith all its required accessories including labour charges & all required consumables and ensuring smooth functioning etc., complete all as per specification and as directed by the Engineer-in-charge at all locations & at all lifts. 88 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 89 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 90 Providing and fixing Towel rail 600mm length made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class 91 Providing and fixing Overhead rain showers of minimum dimension 225x225mm & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class 92 Providing and fixing Single flow hand showers with Anti lime jets with 1.5m Extendable flexible tube, holder & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class 93 Providing and fixing CP grating of 6mm thick with rim including setting in floor with white cement mortar and making good the floor. 94 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having theRMal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 95 15mm dia 96 20mm dia 97 25mm dia 98 32mm dia 99 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having theRMal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 25mm dia 101 32mm dia 102 40mm dia 103 50mm dia 104 65mm dia 105 80mm dia 106 100mm dia 107 Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 108 80mm dia 109 100mm dia 110 150mm dia 111 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia confoRMing to IS : 13592 Type A, including jointing with seal ring confoRMing to IS : 5382, leaving 10 mm gap for theRMal expansion, (i) Single socketed pipes. 112 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). 113 25 mm dia 114 32 mm dia 115 40 mm dia 116 50 mm dia 117 65 mm dia 118 80mm dia 119 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25mm nominal bore 120 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover 180 x 150 mm size P type & With Non Modular common burnt clay bricks of designation 3.5 & frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 121 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay (non modular) bricks of class designation 3.5 122 Extra for depth beyond 45 cm of brick masonry chamber : For 600x850 mm size With common burnt clay (non modular) bricks of class designation 3.5 123 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 124 75mm nominal dia pipes 125 110mm nominal dia pipes 126 150mm nominal dia pipes 127 PART:CElectrical WorksFabrication, Supply, Installation, testing & commissioning of Following rating 3 phase with neutral medium voltage floor standing cubicle type indoor panel with the followings. The panel shall have degree of protection not less than IP 54. The panel shall be complete with internal wiring, measuring digital type meters, selector switches, CTs,LED type indicating lamps etc. shall be provided for incomer. The Panel shall be fabricated using ISA, 14SWG CRCA sheet & Painted with one coat of epoxy primer, 2 coats of epoxy grey paint. The fabrication/general arrangement/ wiring diagram and make of the materials shall be got approved by the Engineer -in- charge before fabrication.All as per technical specification and as directed by the Engineer -in- charge. 128 Supply of 800 Amps PDB panel indoor type consisting followinga) 800 Amps 4 Pole 50 kA ACB with Microprocessor Based - 01 no. as incomerb)125 Amps 4 Pole TM release 25 kA MCCB - 02 nos. as outgoingc)100 Amps 4 Pole TM release 25 kA MCCB - 10 nos. as outgoing. 129 Installation of above panel mentioned initem no. 1.1 130 Fabrication, Supply, Installation, testing & commissioningof Following rating 3 phase with neutral medium voltage wall mounting indoor panel with the followings. The panel shall have degree of protection not less than IP 54. The panel shall be complete with internal wiring, busbars,LED type indicating lamps etc. shall be provided for incomer. The Panel shall be fabricated using ISA, 14SWG CRCA sheet & Painted with one coat of epoxy primer, 2 coats of epoxy grey paint. The fabrication/general arrangement/ wiring diagram and make of the materials shall be got approved by the Engineer -in- charge before fabrication.All as per technical specification and as directed by the Engineer -in- charge. 131 Supply of 63 Amps PDB panel indoor type consisting followinga)63 Amps 4 Pole TM release 25 kA MCCB- 01 no. as incomer.b)32 Amps 2 Pole MCB (C Curve) with single phase digital energy meter - 8 nos. as outgoing.c)20 Amps 2 Pole MCB (C Curve) - 2 nos. as outgoing. 132 Installation of above panel mentioned initem no. 2.1 133 Supply, Installation, testing & commissioning of230 Volts 12 way SPN, double door, tinned copperbus bar type MCB Distribution boards with specified MCB units. Installation includes Supply of required fixing screws, nuts & washers etc. Installation covers, supply of all consumables, rawal plug/wooden screws etc to complete the installation in all respect. The DB shall suitable for surface mounting, consisting of following MCBs andneutral link & other details as per technical specifications.a) 32A SPN RCCB (30 mA) as incomer- 1 No. b) 10A SP MCB (C Curve) as outgoing -6 Nos. c) 20A SP MCB (C Curve) as outgoing -6 Nos 134 Supply and Laying of 1.1 kV grade 3.5 Core 50 SqMm, stranded aluminium conductor, XLPE insulated, PVC outer sheathed, Galvanized steel FoRMed wire aRMoured cable to IS:7098 135 Supply 136 Laying 137 Supply, Glanding, teRMination, connections & testing of3.5 Core 50 SqMm aRMouredcables. The glanding shall be done as per requirement. All materials including suitable size of gland, lugs, insulation tape, crimping paste etc., is in the scope of contract.All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 138 Supply of maintenance free earthing stations as per technical specifications. The Maintenance free earth pit station made out of 3 Mtrs. length, 80mm dia Copper 250 micron coated/ GI Pipe and back filling compound & masonry chamber or readymade FRP pit cover as per IS - 3043 at location shown by the Engineer. All as per technical specifications. 139 Installation, testing & commissioning above earth pit supplied against item no. 6 at location shown by the Engineer in charge. The scope of work includes excavation of earth to the required depth and back filling with back filling compound after installation of earth electrode etc., as per technical specifications and as directed by the Engineer in charge. 140 Supply & installation of 25 X 3 mm sizes ofGI flat for structure/ DB/equipment earthing purpose. Flat shall be laid on floor surface /along the panel/ below finished ground level (if required) and through routes as directed by Engineer -in -Charge. The scope of work includes clamping of flat at an interval of 500 mm on wall /structure/equipment surface, laying in ground by excavating to a depth of about 300mm & in trench/floor & bending, drilling, welding & connection with required G.I hardwares etc& all other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 141 Supply 142 Installation 143 Supply and pulling of following size 1100 Volts grade PVC insulated FRLS copper conductor (multi-stranded) wire in already installed conduit/casing & capping for lighting/powercircuits. The contractor has to supply the wire of required colour code for each phase, neutral & earth. The wire shall be teRMinated at both ends with using lugs & proper identification ferrules. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 144 Supply of 1.5 SqMm Copper wire 145 Supply of 2.5 SqMm Copper wire 146 Supply of 4 SqMmCopper wire 147 Supply of 6 SqMm Copper wire 148 Pullingof1.5 SqMm / 2.5 SqMmcopper wire 149 Pullingof4 SqMm / 6 SqMmcopper wire 150 Supply and Installation ofConcealed type, 16 SWG GI Sheet metal boxes offollowing sizes. GI Sheet metal boxes shall be embedded in the brick/concrete wall/roof by chipping at location shown in the drg.All as per technical specifications & as directed by EIC. 151 Supply of 2 module GI sheet metal box ofsize 7.6 X 7.6 cm (similar to havells model no. ACTXMITX01) 152 Supply of 4 module GI sheet metal box ofsize 13.56 X 7.6 cm (similar to havells model no. ACTXMITX04) 153 Supply of 6 module GI sheet metal box ofsize 20.98 X 7.6 cm (similar to havells model no. ACTXMITX06) 154 Supply of 8 /9 module GI sheet metal box ofsize 22.7 X 7.6 cm(similar to havells model no. ACTXMITH08) 155 Supply of 12 module GI sheet metal box ofsize 20.98 X 13.6 cm (similar to havells model no. ACTXMITX12) 156 Installation of 2/4/6/8/9/12 module GI sheet metal box shall be embedded in the brick wall by chipping. 157 Supply and installation of modular slim switch, power socket, fan regulators, bulb holder, Blank switch plate,Ceiling roseas per following. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition 158 Supply of 6A, SP switch for light/power point/ceiling fans control. Similar to Havells make model No.AHFSXXW061. 159 Supply of 6A socket for 3 pin, shutter type. Similar to Havells make model No.AHFKPXW063. 160 Supply of 10A, Two wayswitch for light/power point/ceiling fans control. Similar to Havells make model No.AHFSXXW102. 161 Supply of Electronic step type fan regulator Similar to Havells make model No.AHFRFXW004. 162 Supply of 16A, SP switch with Neon Indicator for power point. Similar to Havells make model No.AHFSXIW161. 163 Supply of 16 A & 6A Twin Socket (Heavy duty), shutter type. Similar to Havells make model No.AHFKCXW253. 164 Supply of 10A Bell push switch with indicator. Similar to Havells make model No.AHFSBIW101. 165 Supply of TV Socket. Similar to Havells make model No.AHFKT0W001. 166 Supply of Telephone Socket. Similar to Havells make model No.AHFKNWW111. 167 Supply ofwhite color round angle bulb holder similar to Anchor by panasonic Cat No:39673 168 Supply of 3 plate ceiling rose similar to PentaAnchormake model No.39040 169 Installation of above item no.11.1 to 11.11 170 Supply and installation of Blank switch plate of 1 module for switch board to fill the extra/ balance gap of modular switch board. 171 Supply and installation of PVCElectrical Round plate/ Holder plate/ Junction plate 172 Supply and installation of following sizePVC base frame and front plate for accommodating above supplied switches/socket in already embededConcealed GI Sheet Metal box modular switch board . Installation covers, supply of all consumables, rawal plug/wooden screws etc to complete the installation in all respect. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 173 Supply of 2 modular switch board PC White inner plate & mounting plate similar to Havells modelNo: AHXPLIWV02 & AHXPL0WV02 174 Supply of 4 modular switch board PC White inner plate & mounting plate similar to Havells modelNo: AHXPLIWV04 & AHXPL0WV04 175 Supply of 6 modular switch boardPC White inner plate & mounting plate similar to Havells modelNo: AHXPLIWV06 & AHXPL0WV06 176 Supply of 8 modular switch boardPC White inner plate & mounting plate similar to Havells modelNo: AHXPLIWH08 & AHXPL0WH08 177 Supply of 12 modular switch boardPC White inner plate & mounting plate similar to Havells modelNo: AHXPLIWV12 & AHXPL0WV12 178 Installation of above 4/6/8/12Modular switch board with all accessories 179 Supply and Installation/ Embedment of 25 mm dia heavy duty, rigid PVC conduit. Heavy duty rigidPVC conduit in the brick wall surface/roof slab by chipping the wall / concrete surface. Wherever conduit is laid (surface conduiting) over struss/ pipe to be clamped by aluminium clamp and GInut bolt at an interval of 600mm. The conduit shall be embedded to a minimum depth of 50mm from the finished surface wall. The scope includes supply and providing PVC moulded conduit accessories like bends, couplers, elbow, Tee, junction/ pulling boxes etc.The job shall be completed in all respect, as directed byEIC. 180 Supply 181 Installation/ Embedment 182 Supply and installation of following Light fixtures surface mounting type, installation includes supply of required consumable, 3core 1.5 copperflexible cable etc to complete the job in all respect. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 183 Supply of 4 feet 20W LED batten light fixtures on wall surface 184 Supply of 12 watt round rimless surface panel LED Light fixture similar to Wipro garnetWP1180 185 Supply of 7 W LEDBULB suitable to connect angle holder 186 Installation of above lighting fixture Item no. 14.1 & 14.2 187 Supply and installation of 150W LED street light luminaries, with constant current driver(similar to Bajaj model-ENXT P 180L WH PO TG SD or equivalent) suitable for mounting on pole bracket with fiRM fixing arrangement, shall operate on 220-240 V AC 50 Hz power supply. LED fixture shall be of high power LED’s with Fixture efficiency > 80 Lm /W & operable life > 50,000 Hrs. generating cool white light, housed in pressure die cast aluminium with fins, heat resistant glass, synthetic gasket, weather proof surface coating, color rendering index shall be 75 to 80, suitable for outdoor application with IP 66 protection. The fixture shall be suitable to operate at height of about 3 to 10 Mtr. 188 Supply 189 Installation 190 Supply, installation, testing and commissioning of 5 star rated, 1200 mm sweep, silent BLDC motor ceiling fan complete with speed control remote , 3 nos. of wider tip blades, double ball bearing, down rod, mounting clamps etc, BEE maximum star rating is preferable for ceiling fan. Installation work includes supply of all accessories/consumable to complete the work including arrangement and fixing of suitable fan hook. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 191 Supply 192 Installation 193 Supply and installation of following single phase Exhaust Fans with louver heavy duty, continuously rated, capacitor start and run type, totally enclosed, pre lubricated double ball bearing, copper wounded, A & E class insulation, dynamically balanced. Installation of exhaust fan by making fixing arrangement on wall with all consumables such anchors/screws/bolts etc. Preferred make: Bajaj/Havells/crompton. All as per technical specifications. 194 Supply of 300 mm, 900 RPM Heavy duty metal body exhaust fan 195 Supply of 300 mm, 1000 RPM Heavy duty PVC body exhaust fan 196 Installation of Heavy duty metal body exhaust fan item no. 17.1 & 17.2 197 Supplying, Installation, Testing & commissioning of 10Ltr storage type Electric Geyser with flexible pipes and its all accessories suitable for operation on 230V single phase, 50 Hz, ISI marked, BEE-5Star, AC supply complete as required. Installation work includes supply of all accessories/consumable to complete the work including arrangement and fixing of Geyser. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition.(Make: Crompton model no.- ASWH - 3010 (ARNO NEO 5S) or Similar specifications of other approved makes) 198 Supply 199 Installation 200 Supply & installation of 2 mm thick 300 X 50 mm size Ladder type GI cable tray. Installation work includes supply of all accessories/consumable to complete the work including arrangement and fixing of Cable tray. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 201 Supply, installation, testing & commissioning of Early Streamer Emission (ESE) Lightining arrestor with the following.a) ESE lightening air teRMinal -1 Nob) 5 Mtr long GI Mast - 1 Noc) Down conductor of size 1C X 50 SqMm PVC insulated copper cable - Approx length of 55 mtrd) Strike counter - 1 Nos.e) Chemical earthling of 17.2 mm dia copper bonded electrode of 2 mtr length with associated accessories and backfill compound. - 2 NosThe scope includes installation of mounting structure, lightening rod, laying ofdown conductor by clamping on wall up to earth electrodes and installation of earth electrode atlocation shown by the EIC & supply of any required materials like copper lugs, anchor fasteners, nut & bolts and any associated materials to complete this work in all respect is in the scope of contract. 202 Supply and installation of color image video door phone entry system. Similar to legrand, cat no 3695 80 basic video kit 7 hands free. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 203 Supply and installation of single phase 230V wired Ding dong door bell. Similar to Anchor, model no 8272. All other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 204 Design, Manufacture, Supply, Installation, Testing, Commissioning, statutory requirements to install new lift and Handing over of 08 passenger MRL Lift (Gearless Machine) G+10 Landings, with speed of 1.0 mtr per second, variable voltage, variable frequency drive without machine room for the available well size, operating at 415V, 3 phase, 50Hz AC supply, stainless steel Designer finish car entrance door enclosure with flooring, car illumination, emergency light, intercom and fan as desired by the user, central opening/ side opening automatic door with attendant operation. Dot matrix/ 7 segment display, call register indicators, SS handrails inside car, full length infrared length curtain in car door, automatic rescue device, voice annunciation in languages, Braille buttons etc.& all other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 205 Design, Manufacture, Supply, Installation, Testing, Commissioning, statutory requirements to install new lift and Handing over of 15 passenger MRL Lift (Gearless Machine) G+10 Landings, with speed of 1.0 mtr per second, variable voltage, variable frequency drive without machine room for the available well size, operating at 415V, 3 phase, 50Hz AC supply, stainless steel Designer finish car entrance door enclosure with flooring, car illumination, emergency light, intercom and fan as desired by the user, central opening/ side opening automatic door with attendant operation. Dot matrix/ 7 segment display, call register indicators, SS handrails inside car, full length infrared length curtain in car door, automatic rescue device, voice annunciation in languages, Braille buttons etc.& all other details are as per Technical specifications and as directed by Engineer in charge on the basis of site condition. 206 PART:D Fire Fighting WorksSupplying, installing, testing & commissioning approved make heavy duty(Class C) GI pipes and fittings confiRMing to IS 1239 PI & II, Malleable Specials such as tees, long radius bends, check nuts, unions, nipples , etc including cutting, threading, welding/ flanged joints with necessary GI washers, nuts, bolts etc., for pipes running in pipe shafts, ceiling, over terrace etc., as per drawing and specifications. The quoted rate shall include for necessary chasing in walls, making bore in walls etc., and making good the chased surfaces and bores in cement mortar etc. complete. Price is inclusive of Fittings like couplings, reducers, bends, Tees, etc & all fittings .The scope of work included with One coat of yellow/etching primer & 2 coats of red enamel paint 207 80 mm dia 208 100mm dia 209 150 mm dia 210 Providing and fixing following Suitable Flanges for following dia f pipes. Flanges shall be of the forged steel, flat faced slip on type in accordance with IS:6392 with pressure class suitable for the system working pressure involved but in no case less than 16 Bar. Jointing face of the flanges shall be truly parallel to each other and in alignment. A suitable gasket of the approved type minimum 1.5mm thick shall be used between each jointing flange. Bolts shall be of hexagon head and shall be of adequate length such that at least three complete threads protrude through the hexagonal nut with washers when the flanged joints are fully tightened. 211 80 mm dia 212 100mm dia 213 150mm dia 214 Supplying, installing , testing and commissioning of PN16 CI butterfly valves of confiRMing to IS 13039 with necessary nuts & bolts etc., complete ---- etc., complete as per specificaiton with all lead and lift, loading unloading, labour, hire charges of machineries and all such incidental charges necessary for successful completion of work and as per directions of the Engineer-in charge of the work 215 80mm dia 216 100mm dia 217 Supplying Installing, of M.S. Pressed reel of 600mm dia swinging type motion which allows a 180° swing and confoRMs to IS:884/85 or Aluminium fitting Single Piece Compact Type. including cost of materials, labour, usage charges of machinery complete as per specifications. 218 Providing and fixing of Non Percolating Polyster Jacketed Flexible Fire Fighting Delivery Hose of 15 mtr length as per IS 636: 1988 (ReaffiRMed 2003) - ‘Type B’. with all accessories as per the technical specification given in section -V. 219 FIRE HYDRANT SYSTEM Supplying Installing, testing and commissioning of 63mm mm dia single headed Gun mental Hydrant Valve with flanged inlet, stop valve, spindle and cast iron hand wheel. It has a female instantaneous outlet with Blank Cap and is Hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm 2 of pressure with blank cap and wheel as per IS 5290 etc. complete including cost of materials, labour, usage charges of machinery complete as perspecifications. 220 Supplying Installing, testing and commissioning of 63mm mm dia double headed Gun mental Hydrant Valve with flanged inlet 2Nos, stop valve, spindle and cast iron hand wheel. It has a 2 Nos female instantaneous outlet with blank cap and is hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm2 of pressure confiRMs to IS : 2190 with blank cap and wheel as per IS 5290 etc. including cost of materials, labour, usage charges of machinery complete as per specifications. 221 Providingand fixing Stainless steel Delivery Hose Coupling confiRMing to IS 903 of approved make. 222 Supplying Installing, testing and commissioning of Gun metal Branch pipe size with nozzle of 63mm dia x19mm dia as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.