View Bid Results For Tourism Infrastructure Tenders

We found 175 Bid Results related to tourism infrastructure tenders. You can find Contractor details who won tourism infrastructure tenders along with contract details in Bid awards announcements section.

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Showing 1–4 of 175 tenders matching your filters
1.
Communications and Information Technology  #11476222 AOC
tender for Tgts Annual Maintenance Contract Amc For It Infrastructure At Telangana Tourism Development Corporation Limited Tgtdc Government Of Telangana
Contract Date: Ref. Documents Contract Value : ₹ 9.94 Lakh
Government Departments No of Bidders 1
Telangana View Result →
Telangana View Result →
Telangana View Result →
4.
Tourism #11383197 AOC
Development Of Landscaping (Soft Scape/Greenary ) Work To Tourism Infrastructure At Jogulamba Temple, Alampur, Jogulamba Gadwal District.
Contract Date: Ref. Documents Contract Value : ₹ 41.21 Lakh
Government Departments No of Bidders 1
Telangana View Result →
5.
Tourism #11378439 AOC
Development Of Tourism Infrastructure Facilities And Budget Hotel At Palakurthi In Jangaon District, Telangana State
Contract Date: Ref. Documents Contract Value : ₹ 14.82 Crore
Government Departments No of Bidders 1
Telangana View Result →
6.
Housing Urban and Rular Development #11345024 Technical Bid
Tender for Development Of Tourism Infrastructure At Malikeswar Temple In Malkangiri District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Odisha View Result →
7.
Public Administrative Department #11313760 AOC
Marketing and carrying out various development works for infrastructure facilities (toilets, etc.) at various places for tourism.
Contract Date: Jun 22, 2026 Contract Value : ₹ 8.43 Lakh
Local Bodies No of Bidders 4
Maharashtra View Result →
8.
Environment and Forests #11307404 Technical Bid
Tender for Construction Of Eco-Tourism Infrastructure At Hirpora Wls
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Jammu And Kashmir View Result →
9.
Public Administrative Department #11220495 AOC
Tender for Development Of Tourism Infrastructure At Sikharchandi,Chandital
Contract Date: Jun 04, 2026 Contract Value : ₹ 23.50 Lakh
Local Bodies No of Bidders 7
Odisha View Result →
10.
Public Administrative Department #11188175 Technical Bid
Tender for Infrastructure Development Works For Tourism Promotion At Palbagh, Baradwari, Hindoli.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
11.
Public Administrative Department #11188020 Technical Bid
Tender for Development Of Basic Tourism Infrastructure Facilities In Respect Of Sidhamatha In Keonjhar District
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Odisha View Result →
12.
Educational and Research Institute #11149270 Price Bid
Tender for Department Of Tourism, Ernakulam-Emergency Action Plan For Enhancing Tourism Infrastructure-At Fort Kochi
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Kerala View Result →
13.
Tourism #11108410 Price Bid
Tender For Tourism Infrastructure Development At Maa Biseswari Pitha, Haripur, Nimapara In Puri District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Odisha View Result →
14.
Law and Justice #11067644 AOC
Tender For Gangasagar Mela, 2026 Collaterals Through Concept, Art Work And Design For Various Signages, Branding Materials Etc At Entire Sagar Island, Kashinagar Points To Lot 8 And Namkhana Points - 1 Gangasagar Mela, 2026 Collaterals through Concept, Art work & Design for various signages, branding materials etc at entire Sagar Island, Kashinagar points to Lot 8 & Namkhana points 2 Concept, Art work & Design for different signages in multiple languages (Hindi, Bengali, English)• Directional Signage withlocation details and distance to be covered (KM WISE)• Do’s and Don’ts communication on the way to Ganga sagar• Signage Material on different types of content like Parichonno (cleanliness/ environment), Fire, Pick Pocket/Police Assistance, Use of Souchagar & Dustbin, Pay only right fare, not use the plastic/Solid waste disposal, toll free no, rate chart & time table, CCTV, for problem contact Officials/ Help Centres, Social awareness, Pujar Samogri/ e Snan, Welcome etc.• Signage materials on Sanitation• Enroute signage: Concept, Art work & Design for different branding materials in multiple languages. 3 Concept, Art work & Design for different branding materials in multiple languages (Hindi, Bengali, English)Different destination direction like PILGRIM SHADE, TEMPLE, TOILET (GENTS & LADIES), PAY & USE TOILET, DRINKNG WATER, DIFFERENT ROADS ( as BeachRoad etc), BUS STAND, HOSPITAL, MEDICINE SHOP, FIRST AID, FAIR PRICE SHOP, PRE PAID TAXI BOOTH, ATM, CIRCUIT HOUSE, MELA OFFICE, INFORMATION CENTRE, Lost & Found, FIRE BRIGADE, NO ENTRY, IMPORTANT CROSSING etc Logo of Gangasagar Mela 2026 in connection with HCM visit WELCOME and different State Government Schemes LED Glow Signage• LED Lolypop Signage• Cut out Standee Press Ad Leaflet• Murals Gate (Welcome gate, Tourism gate)• Over head gate Box Pillar Different types of Map• IEC Posters, Stickers• Hoarding (Hoarding with HCM photo, Hoarding without HCM photo, timetable & fare charts, tide timing, Gangasagar theme, Inviting people to Gangasagar) Welcome Banners Vehicle branding Maps (you are here) Infrastructure branding• Flag• Beach pole branding• GS tower branding• I & CA tower branding• Mega control room branding• Civil Defence batch design• Other Collates as and when required
Contract Date: May 11, 2026 Contract Value : ₹ 7.50 Lakh
Local Bodies No of Bidders 6
West Bengal View Result →
Telangana View Result →
16.
Tourism #10905942 Price Bid
Tender For Tourism Infrastructure Development At Bakreswar Mahadev Temple, Baniasahi, Gop In Puri District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Odisha View Result →
17.
Tourism #10782510 Price Bid
Development Work Of Tourism Infrastructure Facilities Of The Grand Shiva Temple Of Mythological Lord Shankar In Village Panchayat Gandhariya Of Block Machrehta Of Sitapur District
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
18.
Rural Development #10640834 Price Bid
Development Of Tourism Infrastructure At Patalganga In Boden Block Under Nuapada District For The Year 2022-23.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 17
Odisha View Result →
Rajasthan View Result →
20.
Drinking Water Supply and Sanitation #10413967 Price Bid
Creation Of Infrastructure Facilities At Mata Rani Mandir Of Village Sikri Khurd At Nagar Palika Modinagar District Ghaziabad Under Tourism Development As Per Tender Document
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
21.
Housing Urban and Rular Development #10310771 Price Bid
Development Of Tourism Infrastructure In Maneshwar Under Cm Ghoshna No 695/ 2.28.1 Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 1 5 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1 . 5 M. 2.28.1 All Kinds Of Soil , 2.8.1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size , 7.1.1 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1 :6:12 (1 Cement: 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With : 7.1.1 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 16.11 Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete. , 11.26.1 Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) : 11.26.1 25 Mm Thick , 11.27 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , 10.25.2 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 , 12.50 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineerin- Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.51.1 Ridges Plain (500 - 600Mm) , 13.48.3 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : 13.48.3 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/10 Sqm Of Approved Brand And Manufacture , 16.91 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.16.91.2 80 Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour Design And Pattern. , 4.1.5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). , 6.1.2 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 6.4.2 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : , 6.13.2 Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , 5.1.2 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - A L L Work Up To Plinth Level : 1 : 1 . 5 : 3 (1 Cement : 1 . 5 Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 5.3 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , 5.9.5 Centring And Shuttering For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.3 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Suspended Floors, Roofs, Landings, Balconies And Access Platform , 5.22A.6 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe 500D Or More. , 13.4.2 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) , 13.6.2 20 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) , 13.16.1 6 Mm Cement Plaster Of Mix : 1:3 (1 Cement : 3 Fine Sand) , 11.37 Providing And Laying Ceramic Glazed Floor Tiles 300 X 300 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) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. , 8.31 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer- In-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 @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , 9.117.1 Providing And Fixing Factory Made Upvc Door Frame Made Of Upvc Extruded Sections Having An Overall Dimension As Below (Tolerance ±1Mm), With Wall Thickness 2.0 Mm (± 0.2 Mm), Corners Of The Door Frame To Be Jointed With Galvanized Brackets And Stainless Steel Screws, Joints Mitred And Plastic Welded. The Hinge Side Vertical Of The Frames Reinforced By Galvanized M.S. Tube Of Size 19 X 19 Mm And 1Mm (± 0.1 Mm) Wall Thickness And 3 Nos. Stainless Steel Hinges Fixed To The Frame Complete As Per Manufacturers Specification And Direction Of Engineer- In-Charge , 9.124.2 Providing And Fixing Factory Made 30 Mm Thick Door Shutter Made Of Solid Pvc Foam Profile. The Styles & Rails Shall Be Of Size 75 Mm X 30 Mm Having Wall Thickness 5 Mm Including With All Complete Necessary Fittings I.E. (Tower Bolts, Handle, Sliding Door Bolts Etc). The Styles, Top & Bottom Rails Shall Have One Side Wall Thickness Of 15 Mm Integrally Extruded On The Hinge Side Of The Profile For Better Screw Holding Power. The Styles And Rails Shall Be Reinforced With M.S. Tubes Of Size 33 Mm X 17 Mmx 1 Mm Painted With Primer , All Four Corners Of Reinforcement To Be Welded Or Sealed. Solid Pvc Extruded Bidding (Push Fit Type) Will Be Set Inside The Styles And The Rails With A Cavity, To Receive Single Piece Extruded 5Mm Pvc Sheet As Panel. The Styles And Rails Will Be Mitred Cut And Joint With The Help Of Pvc Solvent Cement & Self Driven Self Tapping Screws. Single Piece Extruded Solid Pvc Lock Rail Of Size 100 Mm X 30 Mm With Wall Thickness 5 Mm & 15 Mm Integrally Extruded In The Middle Of The Lock Rail & Fixed With Styles With The Help Of Pvc Solvent Cement & Self Driven Self Tapping Screws Of Size 100Mm X 8 Mm Complete As Per Manufacturers Specifications And Direction Of Engineer-In-Charge.Decorative Finish (Both Side Wood Grained , 22.5 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A) First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/ Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. (C) Filling Of Brick Bat Coba The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , 22.6 Providing And Laying Water Proofing Treatment On Roofs Of Slabs By Applying Cement Slurry Mixed With Water Proofing Cement 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 Kg/ 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 Purpose Of Measurement The Entire Treated Surface Will Be Measured. , 17.5.1 Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pipe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Is : 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittings And Cutting And Making Good The Walls And Floors Wherever Required : Single Half Stall Urinal With 5 Litre P.V.C. Automatic Flushing Cistern , 17.2.1 Providing 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, Pvc Connection Pipe With Manually Controlled Device (Handle Lever), Confirming To Is:7231, With All Fittings And Fixtures Complete, Including And Making Good The Walls And Floors Wherever Required: W.C. Pan With Isi Marked White Solid Plastic Seat And Lid , 17.1.1 Providing And Fixing Water Closet (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 , 17.7.2 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste,Pvc Connection Pipe Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , 17.28.1.2 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Flexible Pipe 40 Mm Dia , 17.16A Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In - Charge. , 17.22A Providing And Fixing Cp Brass 32Mm Size Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. , 17.40.1.1 Providing And Fixing Door Bend/Heel Rest Sanitary Bend Sand Cast Iron S&S/Pvc As Per 100 Mm Is - 1729 , 17.76.1 Providing And Fixing C.P Urinal Cock Of Approved Quality And Colour. 15 Mm Nominal Bore, 80 Mm Long, 42 Mm High And 30Mm Wide With Bsp Female Threads Weighing Not Less Than 48 Gms , 18.48 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But With Fittings And With The Base Support For Tank. , 17.35.1.1 Providing And Laying Fixing Soil, Waste And Vent Pipes : 100 Mm Dia Pvc/Sand Cast Iron S&S Pipe As Per Is: 1729 Inclduing All Fitting & Fixture I.E. Bend, Tee, Collar, Etc And Sufface Finished As Per Drawing & Specification And Direction By Engineer In Charge. , 17.39.1.1 Providing And Fixing Plain Bend Of Required Degree. 100 Mm Sand Cast Iron S&S As Per Is - 1729 , 19.4.1.1 Providing And Fixing Square-Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With 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 : 100X100 Mm Size P Type With F.P.S. Bricks Class Designation 75 , 17.32.2 Providing And Fixing Mirror Of Superior Glass (Of Approved Quality) And Of Required Shape And Size With Plastic Moulded Frame Of Approved Make And Shades With 6 Mm Thick Hard Board Backing: Rectangular Shape 1500X450 Mm , 18.53.1 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 , 17.34.1 Providing And Fixing Toilet Paper Holder : C.P. Brass , 17.72 Providing And Fixing C.P Towel Ring Trapezoidal Shape 215 Mm Long, 200 Mm Wide With Minimum Distances Of 37 Mm From Wall Face Withconcealed Fittings Arrangement Of Approved Quality And Colour, Weighing Not Less Than 88 Gms. , 17.71 Providing And Fixing Ptmt Liquid Soap Container 109Mm Wide, 125Mm High And 112Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colours Weighing Not Less Than 105 Gms , 18.49.1 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 15 Mm Nominal Bore , 17.18.1 Providing And Fixing P.V.C. Low Level Flushing Cistern With Manually Controlled Device 10 Litre Capacity-White , 18.10.5 Providing And Fixing G.I Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.(External Work) 40 Mm Dia Nominal Bore , 18.10.3 Providing And Fixing G.I Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.(External Work) 25 Mm Dia Nominal Bore , 18.11.1 Providing And Fixing G.I Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Internal Work- Exposed On Wall 15 Mm Dia Nominal Bore , 13.46.1 Finishing Walls With All Wether 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 @ 2.20 Kg/10 Sqm). , 13.41.1 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer , 13.80 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. , 4.17 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Corase Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Finishing The Top Smooth. , 18.18.3 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 25 Mm Nominal Bore , 9.7.7.1 Providing & Fixing Float Glass Panes 4 Mm Thick Glass Pane (Weight Not Less Than 10 Kg Per Sqm) , 10.16.1 Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , 13.61.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work , 8.2.2.2 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Lift Front Side, Stone Cladding Facias And Similar Locations 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.Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations 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. Granite Of Any Colour And Shade Area Of Slab Over 0.50 Sqm , 1.10.1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group A , 1.15.1 Rewiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable And 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable As Earth Wire In Existing Surface/ Recessed Steel/Pvc Conduit Including Dismantling As Required. , 1.17.1 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Steel Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire , 1.31 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 3 Pin 5/6 A Modular Socket Outlet And 5/6 A Modular Switch, Connections Etc. As Required. , 1.50.1 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required , 1.51 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes. , 1.58 Supplying And Fixing Pvc Batten/ Angle Holder Including Connections Etc. As Required. , 2.10.1 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. , 2.12.1 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. , 2-1 Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction , Sor 2022-23 Miss 6-2-3 Direction And Place Identification Signs With Size More Than 0.9 Sqm Size Board. Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc :67 Made Of Type Xi Retro- Reflective Sheeting, Vide Clause 801.3, Fixed Over Aluminium Composite Material Sheet With Overall Thickness Of 4 Mm With Area Exceeding 0.9 Sqm Fixed Over Back Support Frame Of Min 40 X 40 X 5 Mm Ms Angle Mounted On Two Nos. Of Mild Steel Circular Pipe 65 Nb, 3.2 Mm Thickness And 4.5 Meter Total Height Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M 25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
22.
Drinking Water Supply and Sanitation #10052708 Price Bid
Tender For Tourism Development And Creation Of Infrastructure Facilities Of The Shiva Temple Located Across The Gayatri Nagar Line In Moradabad City (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
23.
Tourism #10013991 Price Bid
Tender for Tourism Infrastructure Development At Balikapileswar, Tarakor, Gop In Puri District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Odisha View Result →
24.
Civil Aviation #9830324 Price Bid
Tender For Tourism, Infrastructure & Renovation Of Rankochi Temple
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttarakhand View Result →
25.
Tourism #9782086 AOC
Tender for Development Of Tourism Infrastructure Facilities To The Veeranam Lake In Cuddalore District.
Contract Date: Mar 03, 2026 Contract Value : ₹ 7.72 Crore
Government Departments No of Bidders 2
Tamil Nadu View Result →
Goa View Result →
27.
Housing Urban and Rular Development #9673966 AOC
Tender for Development Of Tourism Infrastructure At Patalganga, Boden Block Of Nuapada District For The Year 2025-26.
Contract Date: Mar 19, 2026 Contract Value : ₹ 86.33 Lakh
Government Departments No of Bidders 13
Odisha View Result →
28.
Housing Urban and Rular Development #9661393 Technical Bid
Tender for Development Of Tourism Infrastructure At Olasuni In Jajpur District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 22
Odisha View Result →
29.
Tourism #9621950 AOC
Tender for Development Of Tourism Infrastructure At Baghajatin Smrutipitha In Balasore District.
Contract Date: Mar 17, 2026 Contract Value : ₹ 99.13 Lakh
Government Departments No of Bidders 9
Odisha View Result →
30.
Tourism #9556971 Technical Bid
Tender for Development Work Of Tourism Infrastructure Facilities At Bada Bagh Hanuman Temple In Bareilly District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
31.
Housing Urban and Rular Development #9543086 AOC
Tender for Tourism Infrastructure Facilities Work Of Shri Adinath Bharat Trimurti Jain Mandir At Etmadpur In District- Agra (U.P.)
Contract Date: Feb 19, 2026 Contract Value : ₹ 79.64 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
32.
Housing Urban and Rular Development #9481141 Technical Bid
Tourism Development Work Related To Cultural And Urban Rejuvenation And Infrastructure For The Convenience Of Devotees On Kamadgiri Marg In District Chitrakoot (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
33.
Housing Urban and Rular Development #9477961 Technical Bid
Tourism Infrastructure Development Work Of Shiv Mandir At Bhadainy, Jaunpur Sadar, District-Jaunpur. (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
34.
Housing Urban and Rular Development #9477960 Technical Bid
Tourism Infrastructure Development Work Of Maa Durga Mandir At Kuttupur Chauraha, Jaunpur Sadar, District-Jaunpur. (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
35.
Housing Urban and Rular Development #9477959 Technical Bid
Tourism Infrastructure Development Work Of Kaali Maa Mandir At Village-Manikala, Jaunpur Sadar, District-Jaunpur. (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
36.
Housing Urban and Rular Development #9477958 Technical Bid
Tourism Infrastructure Development Work Of Ramjanki Mandir At Manechha, Jaunpur Sadar, District-Jaunpur. (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
37.
Housing Urban and Rular Development #9468181 Technical Bid
Tender For Tourism Development And Beautification Work Of Thakur Ram Janki Nayi Panchayati Mandir Ayodhya (U.P.) - Upgradation Of Tourist Infrastructure Facilities At Thakur Ram Janki Nayi Panchayati Mandir Ayodhya(U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
38.
Tourism #9459678 Technical Bid
Tender for Gyan Jyoti festival and commemoration of Maharishi Dayanand Saraswati 200th birth year from 16 to 18 November 2024, 1 STAGE & SITTING AREA SETUPErection of Main Stage at Arya Gurukul Mahavidyalay including all labour, material, T&P etc complete in all respect for 3 days event as under: 2 Supply on rent all infrastructure, erecting temporary Main Stage (approx 48 ft L X 24 ft W size X 6 ft ht) with suitable material and required underneath support / prop capable of holding atleast, decoration based on Theme Maharshi Dayanand/Arya Samaj withflowers, fabric, MDF cutoutsand any other composit material as per requirement including Backdrop accompnied by theLED display Screen with sound system complete in all respect of minimum size approx 40 ft L X 10 ft H complete in all respect. Cloth masking on either side of stage, Stage design as per available space for logos of Organizer and flex of Event including stage floor carpeting, two way steps with railing on both sides of stage, furnishing as per approved design and as per directions and satisfaction of Administratvie Officers including transportation, loading, unloading, dismantlingetc complete in all respect. 3 Providing on rent, erecting German Hanger of 100 ft Span X 500 ft length size with central ht. of about 10.0 m and side ht. of about 6.0 m for covering of main stage with white PVC coated fabric fire retardent and water proof including safron & white color new cloth underneath masking at inside top covering to be fixed/ tied seperately including transportation, loading, unloading, dismantlingetc complete in all respect. It is mandatory to keep 30 m clear span i.e. without any central support / prop. 4 Supply on rent all infrastructure, erecting temporary Cultural Stage (approx 24 ft L X 20 ft W size X 4.5 ft ht) with suitable material and required underneath support / prop capable of holding atleast, decoration based on Theme Maharshi Dayanand/Arya Samaj withflowers, fabric, MDF cutoutsand any other composit material as per requirement including Backdrop accompnied by the sound system complete in all respect. Covering/Branding of Stage as per available space including stage floor carpeting, two way steps with railing on both sides of stage, furnishing as per approved design and as per directions and satisfaction of Administratvie Officers including transportation, loading, unloading, dismantlingetc complete in all respect. 5 Decoration of main stage with flowers and any other composit material as required approx 1500 sq. ft., Decoration of stair cases, barricadings in front of the stage etc with flower and series of garlands, Decoration of D area by floral / combination of floral and colour rangoli as per approved theme, Supply of flower pots on centre tables placed near stage (Fresh Flowers will be replaced on daily basis), Podium Decoration with flowers, Providing Deep Stand & its Floral decoration, Floral & Garland, Bouquet for VVIPs, Bouquet Ordinary, Garland VVIP, Garland Ordinary, Rose Buds, Rose Patels as per requirement and approved design and as per directions and satisfaction of Administrative officials 6 Supplying on rent and erecting Main entry gate and two event entry (about 22 ft hight x 9/10 ft Span) with Decoration with theme based cut outs etc, withflowers & series of garlands and any other composit material complete as per requirement and approved design and as per directions and satisfaction of Administrativ officials 7 Light & SoundAutomatedLightingincluding all labor, material, T&P etc complete in all respectas under for 3 days:For main stage providing on rent, testing, operating and maintaining during the event period and dismantling after the end of event, infrastructure as under: Trusses 60 X 30 four side , Sharphy lights 16 nos, LED Par RGB 30 nos, Par 64 20 nos, Profile 02 nos, Follow light 1200 watt 01no, Blenders 04 nos, Desk for automated lighting with operator (avolite board), Color filters, Smoke Machine 01 no, Haze Machine 01 no, Dimmer Pack 24 kv 02 nos, T- Poll 02 nos and LED Par RGB 10 nos, Par 6406 nos with DMX Controller, Dimmer Pack for Side stage as per requirment andas per directions and satisfaction of Administrative Officials 8 Stage Soundincluding all labor, material, T&P etc complete in all respectas under for 3 days:Providing on rent for main stage and Cultural stage, erecting, testing, operating and maintaining during the event period and dismantling after the end of event, infrastructure as under: JBL Vertech VT 164888, Amplifiers Indian- From 250 Watts to 5000 Watts ( A+, P series , Ahuja etc) Amplifiers Imported- From 100 Watts to 9000 Watts @ 4ohm : (Crown Dual Channel Digital power Amplifiers) Corded Mikerophone Shure SM 58, SM 57 Microphone Imported Sennhiser 200002 no, Cordless Mikerophone Imported Shure U4rd 02 nos, Lapel mikes, Microphone Stands as required, Speakers (Indian), Speakers (Imported), JBL Array Fames for Suspending VT 4889 24 nos, VT 4880 12 nos, High-fi two way speakers, MonitorSpeakers JBL VRX 915 08 nos, Center fill VRX 932 Line Arry 02 nos,Side fill JBL Srx 835 04 nos,Stage Bass Dual 18 02 nos, Sound Mixer SC 48 ch, 32 channel, 16 channel, Drum kIt mikerophone Sennhiser 901 8 pc 01 set, Lead Guter Amo fender 01 no, Bass Gutaramp hartje550001, Key boad ampRonald kc 550 01no, DI box 10nos, Senneheiser G3 in ear monitors with flying anntina 08 nos, Wooden Poudium with Poudium Mike 01 no etc as per requirementand as per directions and satisfaction of Officials with 03 Plasma TV on stage for VVIP(s) and artists 9 Providing on rent, erecting German Hanger of 100 ft Span X 200 ft length size with central ht. of about 13.0 m and side ht. of about 6.0 m for covering of main stage with white PVC coated fabric fire retardent and water proof including safron & white color new cloth underneath masking at inside top covering to be fixed/ tied seperately including transportation, loading, unloading, dismantlingetc complete in all respect. It is mandatory to keep 40 m clear span i.e. without any central support / prop. With one stage of appropriate size approx 40 ft x20 ft(L and W) and of 4 ft Hight with LED Backdrop and sound for the purpose of Temporary Theatre for Promotional and Devotional films with a complete setup for a capacity of 500 visitors at a time 10 Safe House, Green Room, Toilets, Stalls and Barricading etcincluding all labor, material, T&P etc complete in all respectas under: 11 Supplying and erecting Temporary Water & fire proof VVIP Rest House (of standard size / minimum size 5 m X 10 m) with ply / Pagora for V.V.I.P.) along with attached toilet blockof minimum size 10 X 5 (made up of ply and covered by white cloth on all sides) with temporary water supply arrangement with PVC tank, Thermus for hot water, sofa covered with new towel cloth,complete New carpet, chair, easy chair, centre table, mirror, New towel, liquid soap, dettol, tissue paper, toilet cleaning facility with a dedicated peon to clean the room daily as per directions etc and all other necessary accessories with proper lighting and room freshner, mosquito repellant etc complete in all respect as per requirement and approved design and as per directions and satisfaction of Officials for 3 days. 12 Supplying and erecting Temporary Water & fire proof Green room and Media Center with complete carpeting (of about 5 m X 5 m size) with User sign board with all standard arrangements as per directions and satisfaction of Officials for 3 days. 13 Supply & erection on rent portable toilets / Mobile vacuum toilets (minimum inner size 3 X 3)for artists/ VIP with cleaning personnel as per requirement and approved design / plan and as per directions and satisfaction ofOfficials for 3 days. 14 Supply on rent & erection of 50 mobile Toilets for Invited Students and guest residential area 15 Supply on rent Truss Pandal of 100 X 150for Tourism and Arya Picture Exhibition covered by cloth from three sides and water proof top covering, complete ground carpeting, with supporting wall inside for pasting pf flex or pictures etc, including its transportation, loading, unloading, erection, dismantling and including all labour, material, T&P etc complete in all respect. 16 Providing on rent Pagora of 5 m X 5 m size for administrative offices including its transportation, loading, unloading, erection, dismantling including all labour, T&P etc complete in all respect with ground carpeting, proper lighting, power plug 2 nos for 3 days. 17 Supply on rent & erection of Octanorm/Pagoda stalls 10 frontage X 10 deep with 2 tables and 2 chairs, for product Sales and display, with power plug / socket and electrical wire connection as per requirement and approved design / plan and as per directions and satisfaction of Officials for 3 days. 18 Supply on rent Truss Pandal of 150 X 150for Book Fare covered by cloth from three sides and water proof top covering, complete ground carpeting over ply flooring including its transportation, loading, unloading, erection, dismantling and including all labour, material, T&P etc complete in all respect for 7 days. 19 Bed Roll includes 1 Gadda, 1 Razaai, 1 Pillow and 1 bed sheets for 3 days, bed sheets and pillow cover should be changed every day 20 Barricating for public area within the pandal, V.I.P parking area, and outside with vertical Ballis tied with three rows of horizontal ballies and strong iron mesh covered with good quality of white cloth in every block as per design layout approx 2000 mtrs length, Hight- 5ft, as per requirement and approved design / plan and as per directions and satisfaction of Officials for 3 days. 21 Mojo Barricading 22 Providing and fixing of stage Furniture with V.V.I.P sofa, VVIP chairs, Kaleen, VVIP center Table, Executive chairs, Towels and hand towels, arrangement of cotton batti, ghee, lighting candle required for Lighting of Lamp by VVIP(s) etc as per directions and satisfaction of Officials for 3 days. 23 Banquet chairs with cover for 3 days 24 Moulded Plastic chairs as per directions and satisfaction of Officials for 3 days. 25 Moulded Plastic chairs as per directions and satisfaction of Officials for 3 days. 26 Moulded Plastic chairs as per directions and satisfaction of Officials for 7 days. 27 Synthetic Matting (Red / Green / Fancy) for dust protectionfor 3 days 28 Centre Table with Mica Top and glass covering for V.V.I.P. (Brand new quality) for 3 days 29 Supply on rent drinking water dispensor of 20 litre capacity with tap and required size table for 3 days including its refilling as and when required. 30 Supply and providing drinking water biodegradable disposal glass for 7 days. 31 Supplying and Erecting3 tiertemporary platform stage covered with cloth and carpet top for media coverage with various plug points and sockets etc and isolated with from general audiance on rental/hire basis for 3 days 32 Providing and fixing of riser for Live Broadcasting Team on rental/hire basis for 3 days 33 Supplying on rent Sound and LED Display units(Size approx 15 x 10/10 x 8) with big size Iron angle tables for the same for 3 days 34 Supply on rent Kanaat 6 high (Full size) Good quality for 3 days 35 Supply on rent White Chandni (Brand New look) for 3 days 36 Supply on rent Cloth walling / View cutter for 3 days 37 Electrical Works in & around the Event campusincluding all labor, material, T&P etc complete in all respectas under: 38 Providing & fixing 20-23 watt lamps with holder including necessary wiring etc complete. 39 Temporary Fixation of Tubelights with complete fixtures and wires 40 Fixation of 500 Watt LED Hellogen light with temporary poles and wires as required 41 Fixation of 450 Watt Metel Halide light with temporary poles and wires as required 42 Providing & fixing of temporary plug point 5 amp including wiring etc. complete. 43 Providing & fixing of temporary power point 15 amp including wiring etc. complete. 44 Providing & laying temporary under ground cable wiring required for lighting & electrical connection as per requirement. One Job 45 Change over switch 200 amp TPN for generator its providing and connection complete. 46 Panel distribution Board and taking temp. Connection up to 100 kw load. 47 Distributer Board of 330 amp and 440 Volt 48 Main feeder Board as required 49 Hot Air Blowers for Stage and VIP galary 50 Power Point Connections 51 Laying of 3.5 Core 25 mm cable with earthing to provide connections to all equipments 52 Providing on rent Silent Diesel Generator of appropriate KW(62) without fuel and mobil but operator including all other necessary accessories in case of power faliure of required number & capacity and satisfaction of Officials. Log book must be verified by the nominated designated officer for fuel reimbursement. 53 Providing on rent Silent Diesel Generator of appropriate KW(32) without fuel and mobil but operator including all other necessary accessories in case of power faliure of required number & capacity and satisfaction of Officials. Log book must be verified by the nominated designated officer for fuel reimbursement. 54 LED Par Light Complete Set 55 Par Light Complete Set 56 Providing and executing Ground Earthing 57 Other Necessary Items 58 Event Photography and Videography 59 Drone Camera with battery and trained operator for 3 days 60 Coloured CCTV camera with complete recording & operating system and one technician for 3 days 61 Walky-Talky (range 2 km.) for 3 days 62 Providing on Rent Erecting A YagyaShala in Arya Gurukul Premises, with traditional look and theme of Arya Samaj with all necessary Poojan/Yagya Samagri. 63 Security personnel- Guard for 3 days 64 Fire tender enclosure 18 X 12 for 3 days 65 First aid fire fighting systems (like Co2 type, ABC type etc) as per site requirement and standards for 3 days 66 Video & Still coverage, Live Coverage, with dedicated Social Media team for social media platform sreaming, blogging, posting and interaction with influencers as per directions and satisfaction of Officials 67 Refreshment (Tea & Coffiee) & Snacks including biodegradable disposable cup & plate/VIP cutleries for VVIPs and VIP Guests and Media Persons 68 Food Arrangement for 1000 persons which includes Students and invited Arya Samaj Members, on fix meal basis i.e. Morning Tea, Breakfast, Lunch, Evening Snacks and Tea, Dinner for 3 and half day 69 Adequate cleaning and picketing in the entire premises and proper disposal of garbage from the stalls. Covered Dustbins (big size) at all strategic locations, Cleaning of the toilets and sufficient staff for 3 days. 70 Providing on rent colourful flags of 3 X 2 size including its verticle rod about 3.0 m ht and fixing / tying it in Event area (From Main road to Main gate uptoDayanand College and to Building entrance of Arya Gurukul Mahavidyalay for giving festive look to theEvent area. 71 Food Area and Temporary Kitchen Area with proper light, matting, Garbage disposal tables pvc chairs etc for invited 1000 students/guests residing during the event 72 PA sound system for help desk covering event area and food area 73 Supplying on rent and fixing advertisement (filled with helium gas) baloon of about 10 feet diameter for Event Brand promotion duly printed as per theme upto the satisfaction of officials including required manpower for 5 days 74 Additional Arrangements For Hon. CM Sir Visit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttar Pradesh View Result →
39.
Housing Urban and Rular Development #9456637 Technical Bid
Tender For Tourism Infrastructure And Development Work At Pataleshwer Mandir In District Hamirpur (U.P.), 1 Tourism Infrastructure and Development Work at Pataleshwer Mandir in District Hamirpur (U.P.) 2 YATRI HALL 3 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 4 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 5 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 6 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 11 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 12 Centering and shuttering including strutting, propping etc. and removal of form for : 13 Foundations, footings, bases of columns, etc. for mass concrete 14 Suspended floors, roofs, landings, balconies and access platform 15 Lintels, beams, plinth beams, girders, bressumers and cantilevers 16 Columns, Pillars, Piers, Abutments, Posts and Struts 17 Addforplasterdripcourse/grooveinplasteredsurfaceormouldingto R.C.C.projections. 18 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 19 All works upto plinth level 20 Concrete of M25 grade with minimum cement content of 330 kg /cum 21 All works above plinth level upto floor V level 22 Concrete of M25 grade with minimum cement content of 330 kg /cum 23 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 24 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 25 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 26 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 27 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 28 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 29 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 30 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm 31 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 32 250x10 mm 33 200x10 mm 34 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 35 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 36 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes (weights not less than 10 kg/ sqm) 37 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 38 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 20mm 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., complete.Size of Tile 600x600 mm 39 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 40 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 Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 41 Providing and laying Polished 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. 42 Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 43 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 44 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 45 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 46 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:In one coat 47 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 48 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 @ 2.20 kg/10 sqm) 49 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 50 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. 51 Making of draing along with apron 150 X 150 MM 52 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 53 PLUMBING WORKS 54 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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.110mm diameter 55 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 56 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110mm 57 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 58 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 with frame of 300x300 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:150 x 100 mm. size P type 59 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75 (i) For Sewer Line 60 ELECTRIFICATION WORK 61 Point Wiring : 62 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 63 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 64 Submains : 65 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 66 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 67 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 68 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 69 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm 70 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 71 5/6 A switch 72 3 pin 5/6 A socket outlet 73 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 74 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 75 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 76 MCBs & DB’s : 77 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door 78 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door 79 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 80 Single pole 81 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 82 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A,30KA,FPMCCB 83 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 84 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 85 ELCB/RCCB Switches : 86 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A 87 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 88 Earthing Work : 89 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 90 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 91 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 92 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 93 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 94 Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA 95 Armoured Cables (Cable/Gland/Lug) : 96 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following sizesize 25 sq mm x 3-1/2core 97 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cablesize 25 sq mm x 3-1/2core 98 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cablesize 25 sq mm 99 Miscellaneous Items : 100 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 101 Renovation Work 102 Supply, fabrication & fixing of Angle iron work. TOP COVER 103 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 104 INTERLOCKING 105 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 106 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nom 107 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 108 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 109 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 110 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 111 DRINKING WATER POST 112 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 113 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nom 114 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 115 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 116 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 117 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 118 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level 119 Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum 120 All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum 121 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 122 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 123 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 124 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 125 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 126 Making of draing along with apron 150 X 150 MM 127 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 128 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989 129 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 130 15 mm dia nominal bore 131 20 mm dia nominal bore 132 Providing and fixing of Water Cooler including all fittings etc. complete 133 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 134 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 135 TUBE WELL 136 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All Types of Soil 350 mm dia 137 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders 350 mm dia 138 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Around Pipe (3.14*0.15*0.15*120.00) 139 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(3.14*3.50*3.50*0.30) 140 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm 141 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia 142 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. 143 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia 144 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm dia 145 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 150 mm dia 146 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 147 80 mm dia nominal bore 148 Supply and fixing of Armoured cable ISI marked (25 sqmm 3.5 core) 149 Supplying & installation of pumping motor pumpset ISI marked, making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes (50 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of pumpset and supply of water to water mains complete in all respects. 150 DUSTBIN 151 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 152 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation. 153 Providing and laying cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 154 Red sand stone for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 40 mm thick 155 CHABUTARA / PLATFORM 156 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 157 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 158 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 159 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 160 All works upto plinth level 161 Concrete of M25 grade with minimum cement content of 330 kg /cum 162 All works above plinth level upto floor V level 163 Concrete of M25 grade with minimum cement content of 330 kg /cum 164 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 165 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 166 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 167 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 168 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 169 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 @ 2.20 kg/10 sqm) 170 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. 171 SUPPLY & FIXING OF STONE BENCHES ASPAR DETAILS 172 COST OF SOLAR LIGHT ASPAR DETAILS 173 COST OF MURALS ASPAR DETAILS 174 COST OF SIGNAGE ASPAR DETAILS 175 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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40.
Tourism #9447531 Technical Bid
Tender for Development Work Of Tourism Infrastructure Facilities At Shri Sita Ram Temple In Bareilly District.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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41.
Housing Urban and Rular Development #9446944 Technical Bid
Tender For Construction Of Tourism Infrastructure Facility On Ashtabhuja Kalikhoh Ropeway Located In District Mirzapur, 1 Construction of Tourism Infrastructure Facility on Ashtabhuja Kalikhoh Ropeway Located in District Mirzapur 2 KALIKHOH ROPE WAY 3 CAFETERIA 4 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 8 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 300mm including excavation channel along the wall & rodding etc. complete: 9 With Chlorpyriphos E.C. 20% with 1% concentration 10 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 11 With Chlorpyriphos E.C. 20% with 1% concentration 12 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 13 R.C.C. Work in Pile Cap 14 R.C.C. Work in Plinth Beam 15 R.C.C. Work in Column 16 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 17 R.C.C. work in Lintel 18 R.C.C. work in slab 19 R.C.C. work in Beam 20 R.C.C. work in Column 21 Centering and shuttering including strutting, propping etc. and removal of form for 22 Foundations, footings, bases of columns, etc. for mass concrete 23 Suspended floors, roofs, landings, balconies and access platform 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 27 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 28 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 29 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 30 Cement mortar 1:6 (1 cement : 6 coarse sand) 31 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 32 Cement mortar 1:4 (1 cement :4 coarse sand) 33 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 34 Ground Floor 35 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 36 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 37 Ground Floor 38 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. 39 Ground Floor 40 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 41 Providing and laying Polished 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.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 42 Providing and laying Polished 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.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 43 Ground Floor 44 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 45 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 46 (a) Single leaf 47 (b) Double leaf 48 Both side laminated 49 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge.Extruded section profile size 48x40 mm 50 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 51 For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 52 Three track three panels sliding window with Aluminiumchannel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (115 mm & above)x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zZamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). 53 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 54 Ground Floor 55 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 @ 2.20 kg/10 sqm) 56 Ground Floor 57 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal ceiling surface) 58 Ground Floor 59 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. 60 Ground Floor 61 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 62 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 63 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 64 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 65 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :(a) 250mm x 16mm . 66 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 67 (a) 300 mm x 10mm 68 (b) 200 x 10mm 69 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125mm 70 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 71 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channelwith connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm 72 thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings,pecification and direction of the Engineer in Charge but excluding the cost of painting with : 73 12.5 mm thick tapered edge gypsum moisture resistant board 74 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 40mm White sandstone 75 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm white sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 76 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 77 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 78 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, Red sand stone 79 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 80 Plumbing Work 81 SUB HEAD-I-SANITARY INSTALLATIONS 82 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 83 Kitchen sink with drain board 84 510x1040 mm bowl depth 200 mm 85 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 86 Flexible Pipe 87 32mm Dia 88 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 89 15mm nominal bore 90 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 91 SUB HEAD-II-WATER SUPPLY 92 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. 93 Concealed work, including cutting chases and making good the walls etc. 94 For Internal Toilet 95 15 mm nominal outer dia Pipes 96 20 mm nominal outer dia Pipes 97 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability 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 direction of Engineer in Charge. 98 Internal work - Exposed on wall 99 20 mm nominal bore 100 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 101 Terrace loop & Tank Filling Pipe 102 25 mm nominal bore 103 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 104 25mm diameter pipe 105 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 106 25mm diameter pipe 107 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 108 For vertical pipe connection with terrace ringmain 109 20 mm nominal bore 110 25mm nominal bore 111 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 112 25 to 40 mm nominal bore 113 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 114 25 mm nominal bore, 152 mm long, weighing not less than 440 gms 115 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 116 SUB HEAD : III - ROOFING 117 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 118 110 mm dia (for rain water) 119 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 120 Single Push Fit Coupler 121 110 mm dia 122 Single tee with door 123 110x110x110 mm 124 Plain bend 87.5 deg 125 110 mm dia 126 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 127 110 mm dia 128 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 129 SUB HEAD : IV - INTERNAL DRAINAGE 130 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 131 Internal Toilet (Soil & Waste Pipe) 132 75 mm 133 110 mm 134 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 135 Bend without door (45°) 136 75mm 137 Bend without door (87.5°) 138 75mm bend 139 Y Fitting without door 140 75mm 141 Single Tee without door 142 75mm 143 Single Tee with door 144 75mm 145 Bend with door (87.5°) 146 75mm 147 Coupler 148 75mm 149 110mm 150 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 151 110mm x 75mm (Toilet & Kitchen) 152 Providing and fixing PTMT grating of approved quality and colour. 153 Rectangular type with openable circular lid 154 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 155 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 with 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 : 156 150 x 100mm size P-type 157 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 158 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 159 100 mm diameter 160 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then 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 as directed , within a lead of 50 m. 161 All kind of soil 162 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 163 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 164 100mm dia SWpipe 165 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 166 COST OF SEWERAGE WORKS 167 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then 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 as directed , within a lead of 50 m. 168 up to 1.50 m depth 169 Pipes 80 mm to 300 mmdiameter 170 1.50 m to 3.00 m depth 171 Pipes 80 mm to 300 mmdiameter 172 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 173 Depth not exceeding 1.5 meter 174 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 175 150 mm.dia. RCCPipes 176 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 177 150 mm.dia. RCCPipes 178 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 179 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 180 With common burnt clay FPS (non modular) bricks of class designation 75 181 (i) For Sewer Line 182 Extra for depth for manholes: 183 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 184 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 185 COST OF EXTERNAL WATER SUPPLY WORKS 186 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 187 25mm nominal bore. 188 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 189 25mm nominal bore. 190 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 191 25mm nominal bore. 192 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 193 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 194 SUBMERSIBLE PUMP & BORING 195 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 196 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 197 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia 198 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 199 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 200 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 201 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 202 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 203 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 204 50 mm nominal size dia 205 Electric logging of bore hole 206 Supply and Installation of 1 HP Submersible pump set complete 207 ELECTRICAL WORKS 208 SUB-HEAD - I: INTERNAL WIRING 209 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 210 Group - B 211 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 212 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 213 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 214 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 215 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 216 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 217 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 218 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 219 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 220 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 221 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 222 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 223 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 224 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 225 Upto 450 mm sweep 226 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 227 SUB-HEAD II - FANS & LIGHT FIXTURES: 228 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 229 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 230 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 231 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 232 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 233 300mm EXHAUST FAN 234 SUBHEAD- III: DISTRIBUTION BOARD 235 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 236 12 way, Double Door 237 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 238 Single pole 239 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 240 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 241 90 mm dia (OD-90 mm & ID-76 mm nominal) 242 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 243 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 244 2 Pair (4 core) 245 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 246 20mm dia PVC conduit 247 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 248 1 or 2 Module (75mmX75mm) 249 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 250 Telephone socket outlet 251 SUB-HEAD -VIII : L.T. CABLES 252 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 253 Up to 35 sq.mm. 254 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 255 Upto 35 sq. mm (clamped with 1mm thick saddle 256 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 257 Upto 35 sq. mm (clamped with 1mm thick saddle) 258 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 259 3 x 10 sq.mm, 260 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 261 2 X 10 sq. mm (19mm) 262 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 263 100 mm dia 264 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 265 90 mm dia (OD-90 mm & ID-76 mm nominal) 266 SHED 267 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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 268 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 269 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 270 R.C.C. work in foundation 271 R.C.C. work in Plinth Beam 272 R.C.C. work in Column 273 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). 274 R.C.C. work in Column 275 Centering and shuttering including strutting, propping etc. and removal of form for 276 Foundations, footings, bases of columns, etc. for mass concrete 277 Suspended floors, roofs, landings, balconies and access platform 278 Lintels, beams, plinth beams, girders, bressumers and cantilevers 279 Columns, Pillars, Piers, Abutments, Posts and Struts 280 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 281 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 282 Providing & Fixing of pollycarbonate sheet of thickness 22 mm all specification as per design, and colour Transparencyapproved by architect incharge (Brightight, Durotuffor Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 283 LANDSCAPE,PLANTATION & DEVELOPMENT 284 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 285 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 286 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 287 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 288 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 289 Rough dressing the trenched ground including breaking the clods. 290 Fine dressing the ground 291 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 292 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 293 With grass Turf 294 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 295 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 (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 296 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth 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 stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 297 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 298 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 299 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 300 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 301 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 302 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 303 SHRUBS 304 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 305 LIGHTING & EXTERNAL ELECTRIFICATION WORK 306 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 307 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 10.00 Sqmm 4 Core 309 25.00 Sqmm 3.5 Core 310 70.00 Sqmm 3.5 Core 311 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the followingHRC type heavy duty TPN fuse switches with fuses and instrumen chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter,instrumentfuses, current transormer etc. The board shall have suitable capacity electroytic alumininumbusbars as per IS8623 istulate with heat shrink sleevingand mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compressionglands and indicatinglamp on incomingetc. 312 Incoming 313 100 Amp. TPN-1 No 314 Outgoing 315 63 Amp. TPN-2 Nos. 316 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 317 63 mm dia (OD-63 mm & ID-51 mm nominal) 318 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 319 40 W 320 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 321 COST OF C.C. INTERLOCKING 322 COST OF SAND STONE PATHWAY 323 INFORMATIVE & CULTURAL MURAL WALL 324 PROVISION OF TOURIST FACILITIES 325 STONE BENCHES 326 DUSTBIN 327 SIGNAGE A: INFORMATIVE SIGNAGE 328 SIGNAGE C: INFORMATIVE BOARD 329 DRINKING WATER FACILITY 330 ASTHBHUJA ROPEWAY 331 MULTI-PURPOSE HALL 332 Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. 333 Upto 1.5m depth 334 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 335 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 336 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 337 Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. 338 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 339 (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 340 RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, EXcluding the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 341 R.C.C. work in Footing 342 R.C.C. work in Beam 343 R.C.C. work in Column 344 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 345 Reinforced cement concrete work in beams, lintels suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, EXcluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size) 346 SAME AS ABOVE BUT R.C.C. work in Beam 347 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 348 Same as in item No.10 abovebutin super-structure above plinth level up to floor five level (up to four storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) 349 Same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 350 P/FFe 500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 351 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. F.M.-2.25 352 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand .F.M. 2.25 353 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 354 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 355 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 356 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 357 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. 358 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 359 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 360 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 361 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 362 Construction of drain along apron 150X 150mm. 363 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 364 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.2.1 Red sand stone 365 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm REd sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 366 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. 367 Hot finished welded type tubes 368 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 369 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(1.00 mm thick sheet) 370 Centering and shuttering including strutting, propping etc. and removal of form for 371 Foundations, footings, bases of columns, etc. for mass concree 372 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 373 Columns, Pillars, Piers, Abutments, Posts and Struts 374 PLUMBING WORKS 375 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 376 110 mm dia (for rain water) 377 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 378 Single Push Fit Coupler 379 110 mm dia 380 Single tee with door 381 110x110x110 mm 382 Plain bend 87.5 deg 383 110 mm dia 384 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 385 110 mm dia 386 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 387 ELECTRICAL WORKS 388 SUB-HEAD - I: INTERNAL WIRING 389 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 390 Group - B 391 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 392 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 393 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 394 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 395 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 396 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 397 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 398 SUB-HEAD II - FANS & LIGHT FIXTURES: 399 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 400 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 401 SUBHEAD- III: DISTRIBUTION BOARD 402 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 403 8 way, Double door 404 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 405 Single pole 406 Double pole 407 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 408 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 409 90 mm dia (OD-90 mm & ID-76 mm nominal) 410 SUB-HEAD -VIII : L.T. CABLES 411 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 412 Up to 35 sq.mm. 413 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 414 Upto 35 sq. mm (clamped with 1mm thick saddle 415 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 416 Upto 35 sq. mm (clamped with 1mm thick saddle) 417 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 418 3 x 6 sq.mm, 419 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 420 2 X 6 sq. mm (19mm) 421 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 422 90 mm dia (OD-90 mm & ID-76 mm nominal) 423 SHOP COMPLEX 424 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 425 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 426 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 427 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 428 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 429 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: 430 With Chlorpyriphos/ Lindane E.C. 20% with 1%concentration 431 Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 432 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration 433 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 434 All works upto plinth level 435 Concrete of M25 grade with minimum cement content of 330 kg /cum 436 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 437 All works above plinth level upto floor V level 438 Concrete of M25 grade with minimum cement content of 330 kg /cum 439 Centering and shuttering including strutting, propping etc. and removal of form for 440 Foundations, footings, bases of columns, etc. for mass concrete 441 Suspended floors, roofs, landings, balconies and access platform 442 Lintels, beams, plinth beams, girders, bressumers and cantilevers 443 Columns, Pillars, Piers, Abutments, Posts and Struts 444 Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 445 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 446 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7Kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 447 Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 448 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 449 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 450 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 451 Ground Floor 452 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 453 Ground Floor 454 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix 455 Ground Floor 456 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 457 Ground Floor 458 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 20mm 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., complete.Size of Tile 600x600 mm 459 Ground Floor 460 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 461 Ground Floor 462 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 463 Ground Floor 464 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 465 Ground Floor 466 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 467 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 468 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speedsThree track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 469 Using R4 series with frame (115 mm & above)x (45 mm & above) & both glazed and flyscreen sash (44 mm & above) x (55 mm &above) with zinc alloy (zamak) powder coatedhandle on every glazed panel along with multipointlocking system. (Height above 1.8m) 470 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 471 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 472 Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 473 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 474 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 475 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on bothfaces of shutters: 476 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 477 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)On both side only 478 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 479 Ground Floor 480 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 481 Ground Floor 482 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. 483 Ground Floor 484 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to 485 IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick 486 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 487 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their 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 necessary 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. 488 Providing and fixing ball bearing for rolling 489 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red/Pink sand stone - exposed face fine dressed with rough backing .70mm thick 490 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 491 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 492 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 493 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 494 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 495 ELECTRICAL WORKS 496 SUB-HEAD - I: INTERNAL WIRING 497 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 498 Group - B 499 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 500 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 501 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 502 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 503 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 504 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 505 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 506 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 507 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 508 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 509 5/6 A switch 510 3 pin 5/6 A socket outlet 511 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 512 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 513 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 514 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 515 SUB-HEAD II - FANS & LIGHT FIXTURES: 516 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 517 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 518 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 519 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 520 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 521 SUBHEAD- III: DISTRIBUTION BOARD 522 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 523 6 way Double door 524 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 525 4 way (4 + 12), Double door 526 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 527 40 amps TP MCB 528 40 amps 4P MCB 529 63 amps 4P MCB 530 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 531 25 amps 532 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 533 Single pole 534 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 535 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 536 90 mm dia (OD-90 mm & ID-76 mm nominal) 537 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 538 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 539 2 Pair (4 core) 540 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 541 20mm dia PVC conduit 542 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 543 1 or 2 Module (75mmX75mm) 544 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 545 Telephone socket outlet 546 SUB-HEAD -VIII : L.T. CABLES 547 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 548 Up to 35 sq.mm. 549 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 550 Upto 35 sq. mm (clamped with 1mm thick saddle 551 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 552 Upto 35 sq. mm (clamped with 1mm thick saddle) 553 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 554 4 x 25 sq.mm 555 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 556 3½ X 25 sq. mm (28mm) 557 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 558 100 mm dia 559 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 560 90 mm dia (OD-90 mm & ID-76 mm nominal) 561 SUB-HEAD - X : CABLE TRAY 562 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 563 100 mm wide x 50 mm depth x 1.6 mm thickness. 564 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 565 100 mm wide x 50 mm depth x 1.6 mm thickness. 566 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 567 100 mm wide x 50 mm depth x 1.6 mm thickness. 568 PLUMBING 569 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 570 110 mm dia (for rain water) 571 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 572 Single Push Fit Coupler 573 110 mm dia 574 Single tee with door 575 110x110x110 mm 576 Plain bend 87.5 deg 577 110 mm dia 578 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 579 110 mm dia 580 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 581 STAGE 582 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 583 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 584 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 585 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 586 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 587 Concrete of M25 grade with minimum cement content of 330 kg /cum 588 Concrete of M25 grade with minimum cement content of 330 kg /cum 589 Centering and shuttering including strutting, propping etc. and removal of form for 590 Lintels, beams, plinth beams, girders, bressumers andcantilevers 591 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 592 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 593 Cement mortar 1:6 (1 cement : 6 coarse sand) 594 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 595 Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 597 Thermo-Mechanically Treated bars of grade Fe-500D or more 598 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 599 Providing and laying Polished 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.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 600 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40 mm thick 601 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 602 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 603 RENOVATION OF TOURIST COMPLEX 604 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 605 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 606 Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs leads as per direction of Engineer-in-charge in cement mortar. 607 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 608 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 609 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet 610 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 611 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 Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved 612 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 613 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 614 Concrete of M25 grade with minimum cement content of 330 kg /cum 615 GROUND FLOOR 616 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 617 Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm . 618 Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250mm x 10mm . 619 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm 620 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 621 Supply and fixing of flush doors, commercial quality conforming of I.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges,Handles,Siliding bolt, Door Stopper and tower bolt etc. : 35 mm thick single leaf shutters 622 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 623 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes 624 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 625 15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. 626 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, 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 . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 627 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 628 Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. 629 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. 630 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 631 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 632 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 633 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (I) 0.80 mm thick with zinc coating not less than 275 gm/m² 634 Painting or varnishing or iron works in small areas with one coat of ready mixed in priming paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work paint to be used should confirm to the I.S.I. No. 103 1950 635 Centering and shuttering including strutting, propping etc. and removal of form for 636 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 637 CLEANING OF GHAT & PLATEFORM 638 Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). KUND STEPS 639 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured 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.PATHWAY AREA AROUND KUND 640 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 work M.S. RAILING KUND SIDE 641 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 642 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 @ 0.90 litre/10 sqm) EXISTING COLUMN 643 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 EXISTING COLUMN 644 TOURIST SHELTER 645 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 646 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 647 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 648 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 649 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 650 With Chlorpyriphos E.C. 20% with 1% concentration 651 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 652 With Chlorpyriphos E.C. 20% with 1% concentration 653 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 654 Concrete of M25 grade with minimum cement content of 330 kg /cum 655 Concrete of M25 grade with minimum cement content of 330 kg /cum 656 Centering and shuttering including strutting, propping etc. and removal of form for 657 Foundations, footings, bases of columns, etc. for massconcrete 658 Suspended floors, roofs, landings, balconies and accessplatform 659 Lintels, beams, plinth beams, girders, bressumers andcantilevers 660 Columns, Pillars, Piers, Abutments, Posts and Struts 661 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 662 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 663 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 664 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 665 Cement mortar 1:6 (1 cement : 6 coarse sand) 666 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 667 Thermo-Mechanically Treated bars of grade Fe-500D or more. 668 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 669 Thermo-Mechanically Treated bars of grade Fe-500D or more 670 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 671 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 672 Ground Floor 673 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 674 Ground Floor 675 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 676 Ground Floor 677 Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 678 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including waterthinnable priming coat with cement primer 679 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 @ 2.20 kg/10 sqm) 680 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. 681 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 682 25 mm thick 683 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 684 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 685 (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: 686 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .70mm thick 687 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 688 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 689 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 690 Red sand stone 691 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 692 PLUMBING WORK 693 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 694 110 mm dia (for rain water) 695 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 696 Single Push Fit Coupler 697 110 mm dia 698 Single tee with door 699 110x110x110 mm 700 110 mm dia 701 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 702 110 mm dia 703 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 704 ELECTRICAL WORK 705 SUB-HEAD - I: INTERNAL WIRING 706 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 707 Group - B 708 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 709 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 710 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 711 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 712 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 713 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 714 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 715 5/6 A switch 716 3 pin 5/6 A socket outlet 717 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 718 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 719 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 720 SUB-HEAD II - FANS & LIGHT FIXTURES: 721 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 722 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 723 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 724 SUBHEAD- III: DISTRIBUTION BOARD 725 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 726 6 Way Double Door 727 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 728 Single pole 729 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 730 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 731 90 mm dia (OD-90 mm & ID-76 mm nominal) 732 SUB-HEAD -VIII : L.T. CABLES 733 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 734 Up to 35 sq.mm. 735 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 736 Upto 35 sq. mm (clamped with 1mm thick saddle 737 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 738 Upto 35 sq. mm (clamped with 1mm thick saddle) 739 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 740 3 x 6 sq.mm, 741 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 742 2 X 6 sq. mm (19mm) 743 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 744 90 mm dia (OD-90 mm & ID-76 mm nominal) 745 COST OF C.C. INTERLOCKING 746 COST OF KOTA STONE PATHWAY 747 COST OF TREE PLATEFORM 748 BOLDER PITCHING 749 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 750 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 751 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement 752 All works upto plinth level 753 Concrete of M25 grade with minimum cement content of 330 kg /cum 754 Column 755 Centering and shuttering 756 Foundations, footings, bases of columns, etc. for massconcrete 757 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 758 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 759 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 760 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 761 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 @ 2.20 kg/10 sqm) 762 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. 763 Providing and fixing PTMT grating of approved quality and colour. 764 Circular type -125 mm nominal dia with 25 mm waste hole 765 LANDSCAPE,PLANTATION & DEVELOPMENT WORKS 766 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 767 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 768 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 769 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 770 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 771 Rough dressing the trenched ground including breaking the clods. 772 Fine dressing the ground 773 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 774 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 775 With grass Turf 776 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 777 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 (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 778 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth 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 stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 779 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 780 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 781 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 782 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 783 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 784 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 785 SHRUBS 786 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 787 PROVISION OF TOURIST FACILITIES 788 STONE BENCHES 789 DUSTBIN 790 SIGNAGE A: INFORMATIVE SIGNAGE 791 SIGNAGE C: INFORMATIVE BOARD 792 DRINKING WATER FACILITY 793 LIGHTING & EXTERNAL ELECTRIFICATION WORK 794 SUBHEAD- I: M.V. PANELS 795 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 796 FEEDER PILLAR-1 797 INCOMING 798 1No. Of 125 Amps FP MCCB of 35KA breaking capacity 799 Metering : 800 1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter 801 One (1) Set of Phase Indication Lamp. 802 BUS BAR 803 1 Set of 160 Amps TPN Aluminium Bus Bars 804 OUTCOMING 805 100 Amps 4P MCB of 10KA - 2 No 806 25 Amps DP MCB of 10KA - 2 No 807 16 Amps DP MCB of 10KA - 5 No 808 2 No. SPACE & SPARE 809 Panel described as above 810 FEEDER PILLAR-2 811 INCOMING 812 1No. Of 100 Amps FP MCCB of 35KA breaking capacity 813 Metering : 814 1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter 815 One (1) Set of Phase Indication Lamp. 816 BUS BAR 817 1 Set of 160 Amps TPN Aluminium Bus Bars 818 OUTCOMING 819 63 Amps 4P MCB of 10KA - 2 No 820 16 Amps DP MCB of 10KA - 6 No 821 2 No. SPACE & SPARE 822 Panel described as above 823 TOTAL 824 SUBHEAD: - II - EARTHING 825 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 826 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 827 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 828 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 829 TOTAL 830 SUB-HEAD -III : L.T. CABLES 831 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 832 Up to 35 sq.mm. 833 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 834 Up to 35 sq.mm. 835 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 836 Upto 35 sq. mm (clamped with 1mm thick saddle 837 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 838 3.5 x 50 sq.mm 839 3.5 x 25 sq.mm. 840 3 x 6 sq.mm, 841 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 842 2 X 6 sq. mm (19mm) 843 3½ X 35 sq. mm (32mm) 844 3½ X 50 sq. mm (35mm) 845 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 846 100mm dia 847 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 848 90 mm dia (OD-90 mm & ID-76 mm nominal) 849 TOTAL 850 SUBHEAD - IV :Miscellaneous 851 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 852 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 853 TOTAL RS. 854 SUBHEAD - V: EXTERNAL LIGHTING 855 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 856 Supply, Installation, Testing and Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 857 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 858 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 859 Supply and fixing of steplight Robust DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 860 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 861 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 862 Double pole 863 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 864 1 output per phase and suitable for single phase supply 865 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 866 Above 6.5 metre and upto 8.0 metre 867 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 868 32 mm dia 869 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #9443223 Technical Bid
Tender For Tourism Infrastructure And Development Work At Udasin Rishi Ashram At Chakra Awwal, Distt. Gorakhpur, 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 All kinds of soil. 3 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 4 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 5 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 6 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 7 In all kind of soil upto 1.5m to 3.0m. depth 8 In all kind of soil upto 3.0m to 4.5m. depth 9 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 10 Clearingjungleincludinguprootingofrankvegetation, grass, brush wood,treesandsaplingsofgirthupto30cmmeasured at aheightof 1 mabovegroundlevelandremovalofrubbishuptoadistanceof50m outsidetheperipheryoftheareacleared. 11 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. 12 floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 13 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 15 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 16 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 17 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 18 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 19 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 20 Centering and shuttering including strutting, propping etc. and removal of form for : 21 Foundations, footings, bases of columns, etc. for mass concrete 22 Suspended floors, roofs, landings, balconies and access platform 23 Lintels, beams, plinth beams, girders, bressumers and cantilevers 24 Columns, Pillars, Piers, Abutments, Posts and Struts 25 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level 26 Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 27 Concrete of M25 grade with minimum cement content of 330 kg /cum 28 All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum 29 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 30 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 31 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 32 Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 Making grooves 10 to 12mmwide x8mm deep in plaster of the walls or in ceiling vertically or horizontally as required 34 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 35 M-150 brick work in one cement & 6 coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. 36 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 37 Cement mortar 1:6 (1 cement : 6 coarse sand) 38 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 39 Cement mortar 1:3 (1 cement :3 coarse sand) 40 GRC Jali 41 Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 42 White Agaria Marble Stone 43 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 44 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 45 40 mm thick 46 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 47 Float glass panes 48 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 49 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 50 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 51 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 52 Fixed to steel windows by welding 53 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) 54 300x16 mm 55 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378) 56 250x10 mm 57 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. (copper oxidized as per IS: 1378) 58 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378) 59 100 mm 60 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 61 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places z for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 62 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 63 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 64 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 65 25 mm thick 66 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 67 Providing and laying 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/sqm including pointing the joints with white cement and matching pigment etc., complete. 68 Providing and laying Vitrified tiles in floor in 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 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 . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 69 Double charge vitrified tile polished finish of size 70 Size of Tile 600 x 600 mm 71 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 72 Size of Tile 600x600 mm 73 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 74 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 75 110mm diameter 76 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 77 110mm 78 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 79 12 mm cement plaster of mix : 80 1:6 (1 cement: 6 coarse sand) 81 15 mm cement plaster on rough side of single or half brick wall of mix: 82 1:4 (1 cement: 4 coarse sand) 83 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: In one coat 84 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 85 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 @ 2.20 kg/ 10 sqm) 86 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 87 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 88 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 89 Making of draing along with apron 150 X 150 MM 90 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 91 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 92 In cement mortar 93 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 94 Of area 3 sq. metres and below 95 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 96 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 97 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller8 including making good the undulations etc. and re-rolling the subWC .g rade and disposal of surplus earthwith lead upto 50 metres. 98 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 99 Supply & laying of 80 mm thick I shapped mechaniucally compressedinter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strenght of concrete paver block shall not be less than 30 MPa & 4.5 KG no. including cost of bedding sand and joint filling with sand all material, labour T & P etc. required for proper completion of work as directed by Engineer-in-charge, Cement Grey/Ordinary Red 100 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 101 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 102 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 103 W.C. pan with ISI marked white plastic seat and lid 104 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: 105 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 106 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 107 15mm nominal bore 108 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 109 Semi rigid pipe 110 a) 32mm dia 111 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. 112 Providing and fixing Toilet paper holder 113 a) C.P. brass 114 Providing and fixing soil, waste and vent pipes : 115 100 mm dia 116 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 117 75 mm Dia 118 Sand cast iron S&S pipe as per IS: 1729 119 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 120 Providing and fixing plain bend of required degree. 121 100 mm dia 122 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 123 75 mm dia 124 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 125 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 126 Size 100 mm 127 Size 75 mm 128 Providing and fixing single equal plain junction of required degree : 129 100x100x100 mm 130 75x75x75 mm 131 Providing and fixing terminal guard : 132 100 mm 133 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 134 75 mm 135 Sand cast iron S&S as per IS - 1729 136 Sand cast iron S&S as per IS - 3989 137 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 138 100 mm inlet and 100 mm outlet 139 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 140 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant 141 a) 100 mm inlet and 75 mm outlet 142 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 143 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 144 internal work -Exposed on wall 145 20mm dia nominal outer dia pipes 146 25mm dia nominal outer dia pipes 147 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 148 Concealed work including cutting chases and making good the walls etc. 149 15mm dia nominal outer dia pipes 150 20mm dia nominal outer dia pipes 151 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 152 (internal work) 153 Exposed on wall 154 15 mm dia 155 20 mm dia 156 50mm dia nominal bore 157 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 158 80 mm dia nominal bore 159 Providing and fixing gun metal gate valve with wheel of approved quality. 160 25mm dia nominal bore 161 20 mm dia nominal bore 162 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 163 25 mm nominal bore 164 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 165 15mm nominal bore 166 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 167 50mm dia nominal bore. 168 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 169 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 170 15mm nominal bore 171 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 172 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 173 15mm nominal bore 174 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 175 15mm nominal bore 176 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 177 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 178 150 mm diameter S.W. pipe 179 250 mm diameter S.W. pipe 180 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 with frame of 300x300 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: 181 150 x 100 mm. size P type 182 With Sewer bricks conforming to IS : 4885 183 180x150 mm size P type 184 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 185 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 186 150 mm dia. R.C.C. pipe 187 250 mm dia. R.C.C. pipe 188 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 189 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 190 With FPS bricks of class designation 75 191 (i) For Sewer Line 192 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 193 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 194 Providing and fixing of Water Cooler including all fittings etc. complete 195 Stone Chiseller 196 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 197 M.D. -2.5- Circular shape 450mm internal diameter 198 M.D. -10- Circular shape 500mm internal diameter 199 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : 200 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 201 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 202 With F.P.S. bricks 203 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: 204 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 205 (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 206 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 207 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 208 (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 209 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 210 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 211 All Types of Soil 212 350 mm dia 213 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 214 Rocky strata including Boulders 215 350 mm dia 216 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 217 Around Pipe (3.14*0.15*0.15*120.00) 218 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 219 (3.14*3.50*3.50*0.30) 220 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 221 150 mm nominal size dia having minimum wall thickness 5.00 mm 222 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 223 200 mm nominal size dia 224 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. 225 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 226 150 mm dia 227 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 228 150 mm dia 229 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 230 150 mm dia 231 Supply and fixing of Armoured cable ISI marked (25 sqmm 3.5 core) 232 Supplying & installation of pumping motor pumpset ISI marked, making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes (50 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of pumpset and supply of water to water mains complete in all respects. 233 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 234 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). 235 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 236 Screened through sieve of I.S. designation 4.75 mm 237 Rough dressing the trenched ground including breaking clods. 238 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 239 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 240 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). 241 In rows 5 cm apart in both directions 242 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots 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. 243 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth 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 stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 244 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 (cost of manure, sludge or extra good earth if needed to be paid for separately) 245 Holes 60 cm dia, and 60 cm deep 246 Holes 45 cm dia, and 45 cm deep. 247 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 248 Trees Plant 249 Shrubs Plant 250 Hedge Plant /Ground cover 251 Providing and displaying of Money Broad Leaves mounted on moss stick 90 cm ht., 3 to 4 s in each pot, well developed with full of fresh & healthy leaves in size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen pot/Plastic pot. & as per direction of the officer-in-charge. 252 Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 253 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 254 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 255 Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 256 Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. 257 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 258 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, upper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 259 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 260 Group A 261 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 262 socket 263 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 264 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 265 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 266 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 267 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 268 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 269 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.: 25 mm 270 Supplying and fixingtwo module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 271 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 272 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 273 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 274 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. 275 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 276 8 way , Double door 277 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 278 8 way ( 4+24) Double door 279 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 280 Single pole 281 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 282 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 283 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 284 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 285 Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. 286 Installation of exhaust fan ( upto 450 mm dia) in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 287 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 288 6 sqmm 2 core 289 10 sqmm 4 core 290 35 sqmm 3.5 core 291 120 sq. mm 3-1/2 core 292 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Inchage. 293 6 sqmm 2 core 294 10 sqmm 4 core 295 35 sqmm 3.5 core 296 120 sq. mm 3-1/2 core 297 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 298 6 Sq.mm 299 10 Sq.mm 300 35 Sq.mm 301 120 sq. mm 302 Supplyand burying safe earthing Electrode T-19 (HotDip Galvanized), Length 2000 mm, outer pipe 50mm, inner pipe 25,terminal Dia 12mm ,outer G.I.pipe of 16 swg and inner GI pipe of 12swg withHotDipGalvanized up to 100 mirconfilled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable ofreducing the soilresistivitywith good mixture ofretaning capacity along with 30 cm square C.I. frame with hinged cover & masonryhousing (from electrode terminaltoswitchboard , cost of 25 x 3 G.I. strip will be extra) Make:As approved in U.P.P.W.D. & C.P.R.I. Certified 303 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 304 Incoming 305 200 Amp. MCCB-1 No 306 Outgoing 307 63 Amp. MCCB-3 Nos 308 S&F of 63 Amp. DP MCB (10 KA) 309 Supply and fixing of 63 Amp. 4 Pole MCB (10KA) CAT A 310 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 311 Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape,etc. complete in allrespects. 312 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 313 Supply & fixing hexagonal/Round G.P. Fan box of approved make made up of 1.0 mm thick ISI marked G.P. Sheet spot welded four to Eight holes of 25.4mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screwed fitted with 300mm round zink coated M.S. Bar x 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material labour, T & P etc required for proper completion of the work. 314 Supply & fixing ofrecess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. 315 Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect. 316 Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.-Make: Havells-STANDARD -Refresh Air-SPS 317 300mm sweep. 318 SUPPLY & FIXING OF STONE BENCHES 319 Supply & fixing of Solar light 36 watt including inbuilt charge controller and dusk to dawn operation , Galvanized pole of M.S. material and 7 meters height , Battery Tubular 12v/150 Ah, suitable for 2 days autonomy & solar panel 200wp. 320 Manufacturing, providing & fixing campus entrance signage as per design approved by architect & drawing enclosed, letters extruded on 50mm thick red sand stone dry cladding over brick column with varying perimeter 750X750 size with 150 mm high sand stone pedestal with foundation all complete as per the specification & direction of the architect. 321 Manufacturing, providing & fixing directional signage - vehicular as per design design approved by architect & drawing enclosed, letter laser edged on 2 mm aluminum plate in dark green enamel properly fixed on 6mm thick aluminium sheet 900X150 size fixed over 100-150 diameter aluminium dia cast post/MS Pole placed over 450 diameter sand stone base 1380 high with foundation all complete as per the specification & directions of the architect. 322 Manufacturing, providing & fixing directional signage pedestrian type-a as per design approved by architect & drawing enclosed, letters laser edged on 2mm aluminium plate in dark green enamel properly fixed on 50 mm thick red sand stone slab 1200X200 size fixed over 100-150 diameter aluminium dia cast post/MS pole placed over 2 nos. 150 diameter sand stone post 3000 high with foundation all complete as per the specification & directions of the architect. 323 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #9443213 Technical Bid
Tender For Tourism Infrastructure And Development Work At Udaseen Halua Baba Mandir, Ghasi Katra At District - Gorakhpur, 1 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 2 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 3 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 4 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 5 Supplying and stacking well decomposed cow dung manure at site including royalty and carriage upto site (cow dung measured in stacked will be reduced by 8% for payment.) 6 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 7 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 8 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured 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. 9 GRASS PLANTING WORKProviding and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper 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, as per direction of officer-in-charge 10 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. 11 floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 12 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 13 Providing and laying cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 14 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) 15 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 16 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 17 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 18 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 19 Centering and shuttering including strutting, propping etc. and removal of form for : 20 Foundations, footings, bases of columns, etc. for mass concrete 21 Suspended floors, roofs, landings, balconies and access platform 22 Lintels, beams, plinth beams, girders, bressumers and cantilevers 23 Columns, Pillars, Piers, Abutments, Posts and Struts 24 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 25 Thermo-Mechanically Treated bars of grade Fe-500D or more. 26 Addforplasterdripcourse/grooveinplasteredsurfaceormouldingto R.C.C.projections. 27 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 28 Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 29 All works upto plinth level 30 Concrete of M25 grade with minimum cement content of 330 kg /cum 31 All works above plinth level upto floor V level 32 Concrete of M25 grade with minimum cement content of 330 kg /cum 33 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 34 M-150 brick work in one cement & 6 coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. 35 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 36 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 37 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations 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. 38 Red sand stone for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 40 mm thick 39 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 40 35 mm thick 41 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 42 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm 43 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 44 250 mm x 10mm 45 200 mm x 10mm 46 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 47 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : (a) 125 mm 48 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 49 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 50 Hold fast for chaukhats of doors/windows. 51 Hold fast for chaukhats of doors/windows. 52 Supply, fabrication & fixing of Z-Section steel window 53 Making of draing along with apron 150 X 150 MM 54 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick. 55 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 56 Providing and laying 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/sqm including pointing the joints with white cement and matching pigment etc., complete. 57 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 58 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the approved make & colours) 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 59 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the approved make & colours) 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 60 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 asdirected by the Engineer-in-Charge : 61 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 62 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 63 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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. 64 110mm diameter 65 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 66 110mm 67 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 68 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand.2.25 F.M. 69 15 mm plaster (1 cement :4 coarse sand) 70 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand. 2.25.F.M. 71 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: In one coat 72 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. 73 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 @ 2.20 kg/ 10 sqm) 74 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 75 Same as item above but on new wood surface. 76 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 77 Fixing of Door, windows/ventilators chaukhats in position. 78 Door chaukhats 79 Window chaukhats 80 Providing and fixing of Water Cooler including all fittings etc. complete 81 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 82 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. 83 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 84 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 85 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 86 W.C. pan with ISI marked white plastic seat and lid 87 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: 88 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 89 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 90 15mm nominal bore 91 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 92 Semi rigid pipe 93 a) 32mm dia 94 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. 95 Providing and fixing Toilet paper holder 96 a) C.P. brass 97 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant 98 a) 100 mm inlet and 75 mm outlet 99 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 100 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 101 internal work -Exposed on wall 102 20mm dia nominal outer dia pipes 103 25mm dia nominal outer dia pipes 104 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. 105 Concealed work including cutting chases and making good the walls etc. 106 15mm dia nominal outer dia pipes 107 20mm dia nominal outer dia pipes 108 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 109 (internal work) 110 Exposed on wall 111 (a) 15 mm dia 112 (b) 20 mm dia 113 50mm dia nominal bore 114 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 115 80 mm dia nominal bore 116 Providing and fixing gun metal gate valve with wheel of approved quality. 117 25mm dia nominal bore 118 20 mm dia nominal bore 119 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 120 25 mm nominal bore 121 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 122 15mm nominal bore 123 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 124 50mm dia nominal bore. 125 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 126 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 127 15mm nominal bore 128 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 129 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 130 15mm nominal bore 131 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 132 15mm nominal bore 133 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 134 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 135 100mm diameter 136 150mm diameter 137 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 138 100mm diameterS.W. Pipe 139 150mm diameterS.W. Pipe 140 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 with frame of 300x300 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: 141 150 x 100 mm. size P type 142 With Sewer bricks conforming to IS : 4885 143 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 144 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 145 With FPS bricks of class designation 75 146 (i) For Sewer Line 147 Providing & laying brick Coba 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of 148 coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick 149 ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 150 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 151 All Types of Soil 152 350 mm dia 153 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 154 Rocky strata including Boulders 155 350 mm dia 156 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 157 Around Pipe (3.14*0.15*0.15*120.00) 158 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 159 (3.14*3.50*3.50*0.30) 160 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 161 150 mm nominal size dia having minimum wall thickness 5.00 mm 162 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 163 200 mm nominal size dia 164 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. 165 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 166 150 mm dia 167 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 168 150 mm dia 169 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 170 150 mm dia 171 Supply and fixing of Armoured cable ISI marked (25 sqmm 3.5 core) 172 Supplying & installation of pumping motor pumpset ISI marked, making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes (50 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of pumpset and supply of water to water mains complete in all respects. 173 Writing of Letters & Logo 174 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 175 75 mm O.D. 176 110 mm O.D. 177 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 178 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. 179 Size 75 mm 180 Size 110 mm 181 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. 182 Size 75/90 mm 183 Size 110 mm 184 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. 185 Size 75x75x75 mm 186 Size 110x110x110 mm 187 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. 188 Size 75 mm 189 Size 110 mm 190 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 191 Group C 192 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 193 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 194 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 195 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 196 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 197 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 198 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 199 20 mm 200 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 201 5/6 A switch 202 3 pin 5/6 A socket outlet 203 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 204 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 205 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 206 1 or 2 Module (75mmX75mm) 207 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 208 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 209 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 210 Upto 450 mm sweep 211 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 212 100 A,30KA,FPMCCB 213 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 214 4 way (4 + 12), Double door 215 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 216 4 way (4 + 12), Double door 217 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 218 Single pole 219 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 220 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 221 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 222 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 223 40 A 224 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 225 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 226 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 227 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 228 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 229 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 230 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 231 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 232 Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA 233 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 234 size 25 sq mm x 3-1/2core 235 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 236 size 25 sq mm x 3-1/2core 237 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 238 size 25 sq mm 239 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 240 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 241 SUPPLY & FIXING OF STONE BENCHES 242 Supply & fixing of Solar light 36 watt including inbuilt charge controller and dusk to dawn operation , Galvanized pole of M.S. material and 7 meters height , Battery Tubular 12v/150 Ah, suitable for 2 days autonomy & solar panel 200wp. 243 Manufacturing, providing & fixing campus entrance signage as per design approved by architect & drawing enclosed, letters extruded on 50mm thick red sand stone dry cladding over brick column with varying perimeter 750X750 size with 150 mm high sand stone pedestal with foundation all complete as per the specification & direction of the architect. 244 Manufacturing, providing & fixing directional signage - vehicular as per design design approved by architect & drawing enclosed, letter laser edged on 2 mm aluminum plate in dark green enamel properly fixed on 6mm thick aluminium sheet 900X150 size fixed over 100-150 diameter aluminium dia cast post/MS Pole placed over 450 diameter sand stone base 1380 high with foundation all complete as per the specification & directions of the architect. 245 Manufacturing, providing & fixing directional signage pedestrian type-a as per design approved by architect & drawing enclosed, letters laser edged on 2mm aluminium plate in dark green enamel properly fixed on 50 mm thick red sand stone slab 1200X200 size fixed over 100-150 diameter aluminium dia cast post/MS pole placed over 2 nos. 150 diameter sand stone post 3000 high with foundation all complete as per the specification & directions of the architect. 246 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
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44.
Housing Urban and Rular Development #9443186 Technical Bid
Tourism Infrastructure And Development Works At Thakur Ji Mandir At Pipraneem, Masidya Gorakhpur
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
45.
Housing Urban and Rular Development #9440699 Technical Bid
Tourism Infrastructure And Development Work At Marhee Mata Mandir, Rath, District Hamirpur (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
46.
Housing Urban and Rular Development #9440679 Technical Bid
Tourism Infrastructure And Development Work At Pracheen Vishnu Mandir, At District - Gorakhpur (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
47.
Housing Urban and Rular Development #9433344 Technical Bid
Tender For Creation And Beautification Of Tourism Infrastructure Facilities At Shaktipeeth Alop Shankari Temple Located In District Prayagraj.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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48.
Housing Urban and Rular Development #9428320 Technical Bid
Tender For Tourism Infrastructure And Development Work Of Samay-Mata Mandir At Bagapar District Maharajganj
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Government Departments No of Bidders 3
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49.
Housing Urban and Rular Development #9428295 Technical Bid
Tourism Infrastructure And Development Work At Ram Janki Temple At Village- Pakariyar Vishupur Block-Ghughli Distt Maharajganj
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Government Departments No of Bidders 3
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50.
Housing Urban and Rular Development #9428291 Technical Bid
Tourism Infrastructure And Development Work Of Jogi Beer Baba Sthal At Barhaj ( Village Pakdi Tiwari ) Deoria
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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