View Bid Results For Preparation Of Preliminary Tenders

We found 212 Bid Results related to preparation of preliminary tenders. You can find Contractor details who won preparation of preliminary tenders along with contract details in Bid awards announcements section.

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Showing 1–5 of 212 tenders matching your filters
Telangana View Result →
2.
Water Resources and Irrigation #11424975 AOC
I&Cad-Preliminary Survey, Investigation, Design & Drawings And Preparation Of Estimate For The Work Of Redesign And Reconstruction Of Keshavapatnam Vagu Project, Kalvala(V), Shankarapatnam(M), Karimnagar District.
Contract Date: Ref. Documents Contract Value : ₹ 14.61 Lakh
Government Departments No of Bidders 1
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7.
Shipping #11326870 Technical Bid
Tender For Appointment Of Consultant For Preparation Of Preliminary Feasibility Report For Betul Port.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 10
Goa View Result →
Himachal Pradesh View Result →
Telangana View Result →
10.
Housing Urban and Rular Development #11291107 Technical Bid
Tender for Consultancy Services For Preparation Of Plan, Architectural Drawing And Preliminary Project Report For Multi Story Parking Near Aimss Chamiana.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
Jammu And Kashmir View Result →
12.
Defence #11162712 Technical Bid
Tender for Preliminary Survey, Design, Preparation Of Dpr, Tender Document For Sewage Network In Main Cantonment And Sadar Bazar Area Of The Cantonment Board Belagavi.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Karnataka View Result →
Haryana View Result →
14.
Public Administrative Department #11066861 Technical Bid
Tender for Providing And Constructing Temporary Island For Construction Of Well Foundation. B. Construction Of Temporary Island By Construction Of Outer Annular Layer With Two Rows Of Bullahs, Suitable Spaced, Of Dia. Not Less Than 150 Mm, Driven At Least Half Of The Total Length, Properly Tied, Braced And Supported And Filling The Annular Space With Sand / Soil Filled Bags, Protected By Drum Sheet Walling On Both Side And Filling The Core Portion With Locally Available Materials Including The Dismantling, Removing And Cleaning The Site Of The Construction Of Main Component Of The Structure. I) Area Of Island Between 100 M² To 120 M² A) Height Above Bed Level Upto 2.25 M. , Pumping Out Water From Ponds Or Tanks , Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Removing, Spreading Or Stacking Of Spoils Within A Lead Of 150 M. As Directed And Including Trimming The Sides Of The Trenches, Leveling, Dressing And Ramming The Bottom, And Backfilling With Approved Material Complete As Per Direction Of The Engineer-In-Charge . Vi In Marshy Soil For Depth Upto 3 M Depth B By Mechanical Means Using Excavator Of Suitable Capacity And Tipper Trucks. (I) With Pumping Out Water Including Shoring As Required. , Labour For Laying 150 Mm To 200 Mm Boulder Soling Including Roughdressing Hand Packing And Ramming Down Small Pieces In The Interstics Including Rolling And Preparing The Bed To Proper Level And Filling Up All Joints With Sandy Clay Or Earth. -- Do -- -- Do - Without Rolling But Including Ramming. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. (B) River Bazree , Ordinary Cement Concrete (Mix 1:1.5:3) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. (B) River Bazree , Providing And Laying Boulders Apron On River Bed For Protection Against Scour With Stone Boulders Weighing Not Less Than 40 Kg Each Complete As Per Drawing And Technical Specification. Boulder Laid Dry Without Wire Crates. , Flexible Apron , Controlled Cement Concrete With Well Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement With Complete Design Of Concrete As Per Is : 456 And Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Direction Of Engineer-In Charge. Consumption Of Cement Will Not Be Less Than 300 Kg Of Cement With Super Plasticiser Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Foumula. In Ground Floor And Foundation.[Using Concrete Mixture] M 25 Grade (I) Pakur Variety , Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust (If Necessary), Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. A) For Works In Foundation And Upto Roof Of Ground Floor/Upto 4 M I. Sail/ Tata/Rinl , Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works (Upto Roof Of Ground Floor) (F) 25 Mm To 30 Mm Shuttering Without Staging In Foundation , (C) Steel Shuttering Or 9 To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work , Earthwork In Filling In Foundation Trenches With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Layer By Layer Complete With Earth Obtained From Excavation Of Foundation Or From Fresh Excavation Of Land Arranged By Department Within A Lead Of 150 M , Removing All Types Of Hume Pipes And Stacking Within A Lead Of 1000 M Including Earthwork And Dismantling Of Masonry Works As Per Technical Specification Clause 202 For Rural Roads Of Mord. (C) Above 900 Mm Dia Hume Pipe , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (Ii) With 1:4 Cement Mortar (C) 10 Mm Thick Plaste , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M Per100 Sq.M. , Supplying Fitting And Fixing R.C. Guard Post 1.37M Long With cement concrete 1:2:4 With Graded Stone Chips Of 13.2Mm Down Casting , Curing Complete Including Cost Of Providing 4Nos.Of 12Mm Dia. Rod Of Length 1.54M As Main Reinforcement And 6 Nos. Of Round Shaped 8Mm Dia Rods Used As Binders; The Placing Of The First Binder Should Be At 75Mm Below The Top Finished Surface And The Other 5 Nos Of Binders Should Be Placed At 245Mm C/C ; The Guard Post Is Of Octagonal Section With Inscribed Circle Of Dia 24Cm At The Base Tapering To Corresponding Dimensions Of 16Cm At The Top Including Two Coats Of Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Grade To Form 6 Nos. Horizontal Alternate Bands In White/Tannery Yellow And Black To 90 Cm Length Standing Up Above Ground After Mending Good Damages If Any During Striking Off Shuttering,Making Hole In Ground Of 47Cm Depth And 30Cm. Minimum Dia, Fixing The Guard Posts In The Sameholes And Repacking The Earth Properly So As To Keep The Guard Posts Standing Properly Erect In Correct Position True To Line And Length Including Carriage Of R. C. Guard Post With Due Care To The Site Including Loading Into The Truck And Unloading At Site Complete In All Respect. With Pakur Variety Stone Chips , Providing Weep Holes In Brick Masonry / Plain / Reinforced Concrete Abutment, Wing Wall / Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V:20H Towards Drawing Face. Complete As Per Drawing And Technical Specifications , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification. B) Sandy Material , Supplying, Spreading And Compacting Sand To Required Thickness, In Layers Not Exceeding 150 Mm To Proper Gradient And Camber, Inundating Each Layer By Water And Packing And Ramming Layer By Layer To Achieve Desired Compaction, Including Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary, Curing With Water As Per Direction, Mending Cracks And Depressions By Ramming Wherever Necessary. , Filling Properly The Empty Sausage Crates With Boulders Of Any Size & Shape With Hand Packing After Preparation Of Bed Of Placement, Placing The Crate In Position, Carriage Of Boulders From Road Stacks With A Lead Upto 150M Etc. Complete In All Respect Including Stitching The Rest Of The Crate With Wire (Passage For Filling Boulders) After Filling Up The Crate With Boulders And Launching The Crate In Position If Necessary And As Directed By The Engineer-In Charge. , Weaving Wire Mattress As Directed With Wire Of 4Mm Dia. And Making Sausage Crate Of Required Shape After Tying All Intersections Including Joining Longitudinal Ends, Closing Ends Of Sausage, Carriage Of Wire To Site Of Work Complete In All Respect As Per Direction Of The Engineer-In-Charge Including Cost Of Supply Of G.I. Wire. (With 100Mm X 100Mm Mesh.) , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications. I. Stone/Boulder , Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M. In Ground Floor Including Roof (B) Above 150 Mm. Thick , Clearing Compound Premises Of Shurbs, Plants, Jungles Etc. By Cutting And Removing As Directed (Specific Permission Of Engineer-In-Charge Prior To Execution Will Be Necessary). , Clearing Compound Premises Of Shurbs, Plants, Jungles Etc. By Cutting And Removing As Directed (Specific Permission Of Engineer-In-Charge Prior To Execution Will Be Necessary). , G.S.T. @ 18.00% , Labour Welfare Cess @ 1.00 %
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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16.
Communications and Information Technology  #11024076 AOC
Preliminary Survey And Preparation Of Layout Including Plot Demarcation Stones And Name Boards For House Sites To Land Loosers At Kakatiya Mega Textile Park Shayampet (V), Geesugonda (M) Warangal Rural Dist.
Contract Date: Ref. Documents Contract Value : ₹ 11.28 Lakh
Government Departments No of Bidders 1
Telangana View Result →
Telangana View Result →
18.
Water Resources and Irrigation #11009732 AOC
Basaveshwara Lift Irrigation Scheme - Conducting Preliminary Investigation And Detailed Survey Including Chain And Prismatic Survey Of Main Canals / Branch Canals / Distributary Network System Including Net Level Survey, Taking Cross Sections And Detailed Final Survey Along The Alignment Of Approach Channels, Reservoirs, Open Canals, Pump Houses And Preparation Of Hps, Designs, Drawings And Estimates Of Canal System, Reservoirs And Design, Drawings And Specifications Of Pump House Components And Including Cd &Amp; Cm Works, Preparation Of Land Plan Schedules, Fixing Of Bench Mark, C / L &Amp; La Stones And Soil Investigations To Irrigate Ayacut Of 1.65 Lakh Acres In Narayanked, Kangti, Sirgapur Manoor, Nagalgidda, Kalher, Regode And Watipally Mandals Of Sangareddy District Covering Narayankhed And Andole Constituencies By Conducting Detailed Block Level Survey For Lifting 8 Tmc From Foreshore Of Singoor Project Reservoir Of Basaweshwara Lift Irrigation Scheme.
Contract Date: Ref. Documents Contract Value : ₹ 9.21 Crore
Government Departments No of Bidders 1
Telangana View Result →
19.
Housing Urban and Rular Development #10827422 Price Bid
annual repair and maintenance of non residential building under south-east ( bldg ) m , division , pwd , hauz khas , new delhi during . 2020-21 ( sh providing services of computer operator , office assistant , enquiry clerk , auto cad operator cum draftsman , peon-cum-messenger , swee , providing services of graduate computer operator with relevant experience of govt . sector in computer works like carring out day to day official works , preparation of preliminary , estimate , detailed estimate , notice inviting tender , justification , returns and statements , progress report and other works related to correspondence branch , account branch and planning branch including operating e-procurement/gem system for tendering process and e-lekha etc . for the month as per direction of engineer-in-charge . ( note:-minimum salary of rs . 19572/- is to be paid to each computer operator per month including epf and esic employee part only ) , providing services of auto cad operator ( draftsman ) , with relevant experience of digital drawing work , taking dictation from the engineer/architect . and to print out the same from computer . ( note:-minimum salary of rs . 19572/- is to be paid to each auto cad operator per month ) including epf and esic employee part only ) , providing services of auto cad operator ( draftsman ) , with relevant experience of digital drawing work , taking dictation from the engineer/architect . and to print out the same from computer . ( note:-minimum salary of rs . 19572/- is to be paid to each auto cad operator per month including epf and esic employee part only ) , providing mts/ peon cum-messanger ( under semi- skiled category ) for day to day dak/mail ( official documents ) etc . from office to other building/offices and enquiry offices etc . ( note:-minimum salary of rs . 16341/- is to be paid to each messenger per month including epf and esic employee part only ) , providing services of sweeper ( under unskilled category ) for sweeping and washing of complete division office & sub div . office i . e . office rooms , verandah , courtyard , staircase , open area of office premises , roof , parking area , open area within boundary wall , wcs/bathroom urinals , washbasins tiles ( wall & floor ) daily . as per direction of engineer-in-charge . ( note:-minimum salary of rs . 14842/- is to be paid to each sweeper per month including epf and esic employee part only ) , extra rate for working beyond normal office duty hours of 9:30 am to 5:00 pm in govt . sector . ( only for computer & auto cad operator for division office ) ( note:- minimum rs . 188/- per hour is to be paid . ) , attending day to day complaints of beldar , like work with mason/labour work etc . by collecting complaints . the authorised worker of the contractor shall get his daily complaints from the j . e . in-charge . the dismantalled materials received from the site shall be deposited with the j . e . in-charge by the contractor . nothing extra shall be paid on account of any t & p etc . payment shall be made asper the attendance register , where daily attendances will be considered & cumulated for one month . note:-minimum salary of rs . 14842/- is to be paid to each beldar per month including epf and esic employee part only ) , attending day to day complaints of sewerage cleaning nature , like opening of floor traps , water closet , sanitary pipe , manholes , gully traps and covered drains etc . by collecting complaints . the authorized worker of the contractor shall get his daily complaints from the j . e . in-charge . the dismantled materials received from the site shall be deposited with the j . e . in-charge by the contractor . nothing extra shall be paid on account of any t & p etc . payment shall be made asper the attendance register , where daily attendances will be considered & cumulated for one month . ( note:-minimum salary of rs . 16341/- is to be paid to each sewer man per month including epf and esic employee part only ) , attending day to day complaints of mason nature , repairing and maintenance work etc . by collecting complaints . the authorized worker of the contractor shall get his daily complaints from the j . e . in-charge . the dismantled materials received from the site shall be deposited with the j . e . in-charge by the contractor . nothing extra shall be paid on account of any t & p etc . payment shall be made asper the attendance register , where daily attendances will be considered & cumulated for one month . ( note:-minimum salary of rs . 17991/- is to be paid to each mason per month including epf and esic employee part only ) , attending day to day complaints of carpentery nature , like reparing wooden doors , windows , glass fixing etc . by collecting complaints . the authorized worker of the contractor shall get his daily complaints from the j . e . in-charge . the dismantled materials received from the site shall be deposited with the j . e . in-charge by the contractor . nothing extra shall be paid on account of any t & p etc . payment shall be made asper the attendance register , where daily attendances will be considered & cumulated for one month . ( note:-minimum salary of rs . 17991/- is to be paid to each carpenter per month including epf and esic employee part only ) , attending day to day complaints of plumbing nature , like repairing of pipe , bib cock , stop cock etc . by collecting complaints . the authorized worker of the contractor shall get his daily complaints from the j . e . in-charge . the dismantled materials received from the site shall be deposited with the j . e . in-charge by the contractor . nothing extra shall be paid on account of any t & p etc . payment shall be made asper the attendance register , where daily attendances will be considered & cumulated for one month . ( note:-minimum salary of rs . 17991/- is to be paid to each plumber per month including epf and esic employee part only )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Delhi View Result →
20.
Housing Urban and Rular Development #10778913 Price Bid
Tender for Preparation Of Preliminary Project Report For Slope Protection Work Treatment Of Landslide Prone Hill Slope At Rajhana Area, Kasumpti Rajahana To Savi Road At Rd 0/00 To 0/650. (Sh:- Land Mitigation At Rd 0/330 To 0/352).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Himachal Pradesh View Result →
21.
Drinking Water Supply and Sanitation #10713558 Price Bid
Different Works Related To Water Supply Scheme At Duna & Its Adjoining Mouzas Water Supply Scheme Within Mayureswar-Ii Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.11 ) - Sinking Of Tubewell- 3 Nos. ( Annexure I ) Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Direct Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. From 6 Mtr. To 60 Mtr. 3 From 60 Mtr. To 90 Mtr. 4 From 90 Mtr. To 120 Mtr. 5 From 120 Mtr. To 150 Mtr. 6 From 150 Mtr. To 180 Mtr. 7 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 8 Cost Of Consumables For Drilling Rigs And Machineries. 9 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 10 Water Sample Collection And Chemical Test Including Arsenic Test. 11 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 250 Mm Dia. ) 13 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 150 Mm Dia. ) 14 Supply And Delivery Of Upvcdeep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) 150 Mm Dia. 15 Supply And Delivery Ofupvcreducer 250Mm X 150Mm Dia. 16 Supply And Delivery At Site Of Upvc End Cap. ( 250 Mm Dia. ) 17 Supply And Delivery At Site Of Upvc End Cap. ( 150 Mm Dia. ) 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 21 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 22 Electro-Logging Charge. 23 Trial Boring Of Tube-Welldrilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Rate For Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Rate For Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Rate For Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate.From G.L. To 60 Mtr. 24 From 60 Mtr. To 90 Mtr. 25 From 90 Mtr. To 120 Mtr. 26 From 120 Mtr. To 150 Mtr. 27 From 150 Mtr. To 180 Mtr. 28 Cleaning Compound Premises Of Shrubs, Plants, Jungled Etc. As Per Direction Of E.I.C. 29 Soil Test For Ohr- 1 No. ( Annexure Ii ) Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. 30 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) I ) Depth 0 M To 10 M ( For 3 Nos Bore ) 31 Ii ) Depth Greater Than 10 M & Upto 20 M 32 Iii ) Depth Greater Than 20 M & Upto 30 M 33 Field Investigation :I ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost.A ) 0.00 - 10.0 M 34 B ) 10.00 - 20.0 M 35 C ) 20.00 - 30.0 M 36 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 37 Iii ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is : 2131.A ) 0.00 - 10.0 M 38 B ) 10.00 - 20.0 M 39 C ) 20.00 - 30.0 M 40 Laboratory Investigation :I ) Liquid Limit As Per Is 2720 ( Part – V ) . 41 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 42 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 43 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 44 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 45 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 46 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 47 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 48 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 49 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 50 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 51 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.Detailed Investigation. 52 Construction Of 300 Cum Ohr- 1 No. ( Annexure Iii ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. A ) Depth Of Excavation Not Exceeding 1500 Mm 53 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 54 Bailing Out Water From Foundation Trench. This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ) 55 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhau Balla Pilling, Strutting Etc ) Complete As Per Directionof The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Engineer-In-Charge ) .A ) Depth Upto 1.5M. 56 B ) For Additional Depth Beyond 1.5M And Upto 3.00M. 57 Earth Filling In Foundation Trenches Or Plinth With Good Earth In Lyres Not Exceeding 150Mm Including Watering & Ramming Etc Layer By Layer Complete.A ) With Earth Obtained From Excavation Of Foundation. 58 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) Do - By Fine Sand 59 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level, And Filling Joints With Powered Earth Or Local Sand. 60 Cement Concrete With Graded Stone Chips ( 20Mm Size ) Excluding Shuttering, In Ground Floor ) Considering 30 Km Distance From Suri Rly. Yard.A ) 1:2:4 Proportion. ( In Foundation And Under Tank At Finished Gl, Plinth Protection Etc. ) 61 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) .Considering 60 Km Distance From Suri Rly. Yardm- 25 Grade ( With Pakur Variety. ) A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M. 62 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 63 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 64 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 65 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 66 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 67 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) . Considering 60 Km Distance From Suri Rly. Yardm- 30 Grade ( With Pakur Variety. ) A ) Heal Beam And Above ( Cell Wall, Floor, Top & Bottom Ring Beam, Heal Beam ) A ) 6Th Floor 68 B ) 7Th Floor 69 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness And Required Bracing For Concrete Slabs, Beams, Column Lintel Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Woks ( Upto Roof Of Ground Floor ) .Steel Shuttering Or 9 To 12Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work.C ) For Foundation Upto G.L. 70 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) .A ) G.L. To Top Lantern Of Ohr. 71 Hire And Labour Charges For Staging Beyond 4M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement :Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Un-Avoidable ) X Mean Height Of Staging ] Above Initial 4M. ( Dia 10.50 M. Mean Height 16M. ) 72 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. I ) Tor Steel / Mild Steeli. Sail / Tata / Rinl A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . 73 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 74 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 75 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 76 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 77 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 78 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 79 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 80 Applying 2 ( Two ) Coats Of Bonding Agent With Synthetic Multi Funtional Rubber Emulsion Having Adhesive And Water Proofing Properties By Making With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification. 81 Extra Rate For Using Water Proofing And Plastering Admixture @ 0.2%By Weight Of Cement ( Or At ManufacturerS Specified Rate For Concrete Of Various Grades ) . 82 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 83 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 84 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rouding Off Corners And Including Raking Out Joints Or Roughening Of Concrete Surface Andapplication Of Cement Slurry Before Flooring Works, Using Cement @ 1.75 Kg / Sq.M. All Complete Including All Materials And Labour.In Ground Floor 3 Mm Thick Topping ( High ) Polishing, Grinding On This Item Is Not Permitted With Ordinary Cement ) .25 Mm Thick.A ) In G.F For Plinth Protection And Under Tank Floor 85 B ) 6Th Floor 86 C ) 7Th Floor 87 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initiial 8M. Or Part Thereof.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 88 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. 89 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor.A ) Grill Weighing Above 10 Kg / Sqm Upto 16 Kg / Sqm ( In Kg ) 90 Supplying, Fitting, Fixing900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railingand2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railingtop & Floor, Vertical Post Of Raillingare 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C.Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 91 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per ;Direction Of The Eic 92 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 93 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 94 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:4 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) G.L. To Top Of 1St Bracing 95 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 96 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 97 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 98 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 99 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 100 G ) 6Th Floor I.E.From Bottom Of Heal Beam To Top Of Ring Beam 101 H ) 7Th Floori.E. From Ring Beam To Rest 102 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:3 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) 6Th Floor 103 B ) 7Th Floor 104 Supplying & Installation Of Lighting Solid Conductor Rod Of Phosphorous-Bronze Size 2M X 12Mm On The Top Dome Of The Rcc Overhead Reservoir, Laying Lightning Conductor Of 65Mm X 8Mm G.I. ( Hot Deep ) Ms Flatruns From The Roof Upto Gl Along The Shell Wall And Colume Fitted With Necessary Rust Proof Clamps, Lying65mm X 8Mm G.I. ( Hot Deep ) Ms Flat Conductorfrom Gl To Bottom Of The Earthing Main Pipe 80Mm Dia. Tata ( M ) Fitted And Fixedand Connecting With The Main Earthing Gi Pipe Of 80Mm.Dia Tata ( M ) Of 2.50M To Be Used As Earthing Electrode Driven Down To At Least 3.0M Below Gl And Filling Up With Charcoal, Construction Of Masonry Chamber Making As Per Direction Of Eic & Necessary Arrangement For Testing The Same As Per Iee Rule. ( All Work To Be Done As Specification Of Pwd ( Elec. ) Schedule. ) 105 Provision For Embossing The Name And Capacity Of The Reservoir With ( 2:1 ) Raised Sand Cement Plaster With Letter Size 30Cm. X 20Cm. On The Outside Of Shell Wall Of The Reservoir Painted Complete As Per Direction Of Eic. 106 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. ( Two Coats. ) I ) Super Protective 100% Acrylic Emulsion.A ) G.L. To Top Of 1St Bracing 107 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 108 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 109 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 110 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 111 F ) From Top Of 5Th Bracing To Top Of Heal Beam 112 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 113 H ) From 1 / 3Rd Of Shell Wall To Rest 114 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Received Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per Manufacturer’S Specification And As Per Direction Of The Eic. ( Two Coats ) A ) G.L. To Top Of 1St Bracing 115 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 116 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 117 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 118 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 119 F ) From Top Of 5Th Bracing To Top Of Heal Beam 120 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 121 H ) From 1 / 3Rd Of Shell Wall To Rest 122 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 123 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 124 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryon Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) 125 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 126 Making Arrangement For Showing The Water Tightness Test Of The Rcc Elevated Reservoir By Filling With Water Upto The Maximum Level Of The Tank To The Full Satisfaction Of Eic ( Arrangements Of Water, Its Carriage And Lifting To The Tank Including Necessary Pipes, Fitting, Pumping Machinery Etc. Are To Be Provided By The Contractor With His Own Cost. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) ) 127 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 128 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.A ) 250Mm.Dia . 129 B ) 150Mm.Dia . 130 C ) 100Mm.Dia . 131 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.A ) 250Mm.Dia . 132 B ) 150Mm.Dia . 133 C ) 100Mm.Dia . 134 Fitting, Fixing Duct-Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Ofapproved Grade & Quality & Including Excavation Of Earth Etc Complete In All Respect. ( Analysis Rate ) A ) 250Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 135 B ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 136 C ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 137 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 250Mm.Dia . 138 B ) 150Mm.Dia . 139 C ) 100Mm.Dia . 140 Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling , Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design , Drawing And Direction Of The Engineer In-Charge. ( Analysis Rate ) 141 Supply And Delivery Of Different Dia.Cidf Pipe ( Class - B ) I.S: 1538 - 1976 & Specials ( Class - B ) As Per Is: 1538 - 1993 With Latest Amendment Including Loading, Unloading & Stacking Properly For Connection Of Inlet, Outlet, Overflow And Washout Line Of Ohr As Per Departmental Drawing With Specified Dia. Inclusive Of All Incidental Charges If Any All Complete As Per Direction Of The E.I.C. ( Test Certificate From The Manufacturer And Guarantee Certificate Should Be Produced By The Agency ) 142 A ) Supply And Delivery Of Cidf Sluice Valve Pn-10 Of Different Dia Make With Cast Iron Double Flanged Non Rising Spindle Sluice Valve Generally Conforing To I:S 14846-2000 With Latest Amended If Any Having Body Door Dome / Bonnet And Cover Of Cast Iron Gr.- F.G. 200 ( Ref. Is-210 ) Spindle Of Is: 6603 Gr.- 12 / Cr. 13 Non-Magnetic, Nut And Seat Rings Are Gunmetal As Per Is: 1538 Part Iv & Vi Valves Are Suitable For Maximum Working Pressure Of 10Kg / Sq.Cm. ( Seat Test ) And Body Tested To 15Kg / Sq.Cm. ( Test Certificate From The Manufacturer As Well As Inspection Certificate From Third Party Inspection, Agency To Be Arranged By Their Own Cost And To Be Approved By E.I.C. ) N.B. The Above Item Should Be Procured From The Reputed Manufacturer Viz- Kalpana, Jupiter & Upadhaya Or Similar Approved Vender List. [ With Cap ] A ) 250Mm.Dia . 143 B ) 150Mm.Dia . 144 C ) 100Mm.Dia . 145 Construction Of R.C.C. Inlet & Overflow Chamber As Per Drawing Cast With Rcc Wallwithcement Concretenot Leaner Than 1:1.5:3 With Graded 20 Mm Down Pakur Variety Stone Chips And Reforcement Having Wall Thickness 125 Mm And Complete With Plastering 15Mm Th. ( 1:4 ) With Neat Cement Finishing And As Per Direction Of The E.I.C. ( Inner Size = 600 Mm X 600 Mm X 750 Mm ) ( Analysis Rate ) 146 Applyingwate Thinable Non-Toxic Acrylic Polymer Modified Paint Coating Or Equivalent Brand Of Approved Quality 2 ( Two ) Finished Coats Over 2 Coats Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supplying Supplying Requisite Coating Materials Cleaning Of The Substrant Properly To Make It Free From Dirt, Paint, Oil And Grease Sludge, Blisters, Fungus , Moss, And All Other Undesireble Particles Using Wire Brush , Sand Paper Etc. Including Mending Good All Damages All Complete As Per Direction Of The E.I.C. 147 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 148 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 149 Construction Of 3 Nos Pump House And Boundary Wall With Land Development ( Annexure Iv ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.Depth Of Excavation Not Exceeding 1, 500 Mm. 150 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. 151 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming Anddressing Bed To Proper Level And Filling Joints With Local Sand. 152 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Size ) Nominal Size Excluding Shuttering And Reinforcement , If Any In Ground Floor As Per Relevant Is Code. ( A ) Pakur Variety 153 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. Pakur Variety 154 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 155 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction.A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . I ) Top Steel / Mild Steel [ I. Sail / Tata / Rinl=> Rs.-53241.00 / M; Ii. Other Than Sail / Tata / Rinl=> Rs.-51991.00 / Mt ] 156 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Foundation And Plinth. 157 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 158 125 Mm Thick Brickwork With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 159 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 Mtr Using Approved About Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams, Columns, Lintels, Curved Or Straight Including Fitting, Fixing & Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 160 25 Mm Thick Damp Proof Course With Cement Concrete With Stone Chips ( 3:1.5:1 ) ) ( With Gradedstone Aggregates 10 Mm Normal Size ) And Paintingthe Top Surface With A Coat Of Bitumen Using 1.7 Kg Per Sq M Including Heating The Bitumen And Cost And Carriage Of All Materials Complete. 161 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand & Cement Mortar Includgrounding Off Or Chamfering Corners As Directed A Ramming Out Joints Or Roughening Of Concretesurface By Chamfering Etc. Including Threading Noising And Drip Course Where Necessary. ( Ground Floor ) I ) With 1:6 Cement Mortar.20 Mm Thick Plaster 162 I ) With 1:6 Cement Mortar.15 Mm Thick Plaster 163 I ) With 1:4 Cement Mortar.10 Mm Thick Plaster 164 Supplying Fitting, Fixing- Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars With / Without Fixed Type Ventilators. [ The Extra Rate Admissible For The Openable Portion Only ] ( P-82, I-33 ) 165 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than150mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials 166 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr.Rs.- 8247.00 / Qt, ( Ii ) Grill Weighing Above 16 Kg. / Sq.Mtr And Abovers.-8053.00 / Qt. 167 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufactureS Specification In Ground Floor. A ) Two Coats ( On New Cement Plaster Surface ) 168 White Washing Including Cleaning And Smoothening Surfacethoroughly.A ) 3 Coats. 169 B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 170 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryb ) On Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) ( Hi Gloss ) 171 Number Plaque Of Buildings ( Plaque Size Upto 225 Mm X 225Mm ) Made Of Cement Plaster ( 2:1 ) On Face Of Wall Or Plinth , With 50 Mm Size Letters P.H.E. And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters Complete As Per Direction. ( Cement = 1 Kg / No ) 172 Supplying, Fitting And Fixing PeetS Valve Fullway Gunmetal Standard Pattern Best Quality Of Approved Brandbearing I.S.I. Marking With Fittings . ( Tested To 21 Kg / Sq.Cm. ) ( For Water Lines Only ) .- 15 Mm. Dia. 173 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The 100Mm Thick R.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Over 100 Mm Thick R.C.C ( 1:1.5:3 ) Bottom Slab Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out And Pumping Out Water As Necessary, Ramming, Dressing The Bed And Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 0.5% By Weight Of Cement With All Costs Of Labour And Materials. Note:- ( I ) Finished Level Of Septic Tank Should Be 400 Mm. From Ground Level. ( Ii ) Height Of 50 Mm. Ventilation Pipe &Mosquito Proof Mesh, Should Be Follwed As Per Is:2470, Part I.Payment Will Be Made Separetly On The Basis Of Actual Height Based On Relevant I.S.Code. ( I ) For 10 Usersa ) With Pakur Variety. ( Sail / Tata / Rinl ) 174 Supplying, Fitting & Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied , Fitted Fixed In Positioncomplete Excluding P Or S Trap. ( Excluding Cost Of Concrete For Fitting ) I ) 530Mm X 410 Mm 175 Supplying Fitting And Fixing10 Litre Pvc Low-Down Cisternof Conforming To I.S. Specification With Pvc Fitting Complete C.I.Make With Either Side Or Bottom Brackets Including Two Coats Of Painting To Brackets. 176 Supplying Pvc Water Storage Tank Of Approved Quality With Closed Lid ( Black ) -Multilayer. A ) 500 Litre Capacity. 177 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth From The Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia. ( Sail / Tata / Rinl ) 178 Supplying, Fitting & Fixing Upvc Pipes A-Type And Fittings Conforming To Is:13592-1992 With All Necessary Clamps Nails, Including Making Holes In Walls, Floor Etc. Cutting Trenches In Any Soil Through Masonry Concrete Structures Et. If Necessary And Mending Good Damages Including Joining With Jointing Materials ( Spun Yarn, Valamoid / Bitumen / M-Seal Etc ) Complete. ( A ) 75Mm. Dia. 179 Supplying, Fitting And Fixing Fan Hook For Ceiling With1 Metre Long16mm Dia Rod Complete Including Mending Damages .Payment For Damage And Repair To Be Made Separately. 180 Wash Basin White Vitreous China Of Approved Make ( Without Fittings ) Supplied , Fitted And Fixed In Position On 75Mm X 75Mm X 75Mm Wood Blocks And C.I. Brackets Including Two Coats Of Painting Of C.I. Brackets. ( A ) 450 Mm X 300 Mm Size. 181 Supplying, Fitting And Fixing Approved Brand P.V.C. Connector White Flexible, With Both Ends Coupling With Heavy Brass C.P. Nut, 15 Mm Dia. ( A ) 900 Mm Long. 182 Cutting Holes And Subsequent Mending Good Damages. 183 Supplying , Fitting And Fixing 30 Mm. Thick Both Side Prelaminated Factory Made Solid Panel Pvc Door Shutter Consisting Of Outer Frame Made Out Of Ms Tubes Of 19 Gauge Thickness And Size 19 Mm. X 19 Mm. For Styles, Top And Bottom Rails, Ms Frame Shalll Have Cost Of Steelprimers Of Approved Make And Manufacture, M.S Frame Cover With 5 Mm.Thick Head Moulded Pvc C Channel Of Size 30 Mm. Thick 70Mm. Width Out Of Which 50 Mm. Shall Beflat And 20Mm. Shall Be Tapered In 45 Degree Angle Of Either Side Forming Styles, And 5Mm Thick 95 Mm. Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Tapered In 45 Degree On The Inner Side Toform Top & Bottom Rail And 115Mm.Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Shall Be Tapered On Both Sides To Form Lock Rail. Top Bottom And Lock Rails Shall Be Provided Either Side Of The Panel With 10Mm. ( 5Mm. X 2 Mm. ) Thick , 20 Mm. Wide Cross Pvc Sheet As Gap Insert For Top Rail And Botttom Rail Sheet To Be Fitted In The M.S Frame Weled / Sealed Tothe Styles &Rails With 7 Mm. ( 5Mm. + 2 Mm. ) Thick X 15 Mm. Wide Pvc Sheet Beading On Inner Side And Joint Together With Solvent Cement Adhesive . An Additional 5 Mm. Thick Pvc Strip Of 20 Mm. Which Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Com Excluding All Necessary Hardwire As Per Direction Of The E.I.C In Ground Floor. 184 Supplying Fitting Approved Type Ventilator In Position After Cutting Holes In Walls, Setting In Cement Mortar, Mending Damages To Wall And Plaster And Two Coats Of Paint Of Approved Brand Sand Shade .Payment Of Mending Two Damages Of Wall & Plaster And Painting To Be Made Separately.R.C.C. Ventilator Of 20 Mm Thick - Upto 0.10 Sq.M. Area 185 Constructing Inspection Pit Of Inside Measurement 600 Mm X 600 Mm X Upto 600 Mm ( Depth ) With 250 Mm Thick 1St Classbrick Work In Cement Mortar ( 1:4 ) On All Sides , Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Outside Walls Upto Gl And 20 Mm Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick Rcc Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia Rcc Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earth Work In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respects With All Costs Of Labour And Materials. -With Pakur Variety. 186 Supplying , Fitting And Fixing Cast Iron P Or S Trap Conforming To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .- S Trap - 100 Mm. 187 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq.Cm. - 15 Mm. Dia. 188 Supplying, Fitting And Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Payment Of Painting Will However Be Paid Seperately ) .- 100 Mm Dia. 189 Supplying, Fitting And Fixing Pillar Cock Of Approved Make. A ) I ) Cp Pillar Cock-15 Mm ( Equivalent To Code No-507 & Model - Tropical / Sumthing Special Of Essco Or Similar Brand ) . 190 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. A ) With Carried Earth Arranged By The Contractor Within A Radius Of 3 Km. Including Cost Of Carried Earth. 191 Laying For Rising Main & Distribuition System With Fhtc ( Annexure V ) Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc.Including Earth Work Inexcavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cableetc. ( Incaseof Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Beborne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt.Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Item Ii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Full Iii ) Thepipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 150Mm Dia. 192 B ) 200Mm Dia. 193 C ) 250Mm Dia 194 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150Mm Dia. 195 C ) 200Mm Dia. 196 D ) 250Mm Dia 197 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .A ) 250Mm Dia 198 B ) 200Mm Dia. 199 C ) 150Mm Dia. 200 E ) 100Mm.Dia . 201 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 202 C ) 250Mm.Dia.To 350 Mm.Dia Pipe 203 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.B ) 150Mm Dia. 204 C ) 200Mm Dia. 205 D ) 250Mm Dia 206 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.A ) 150Mm Dia. 207 B ) 200Mm Dia. 208 C ) 250Mm Dia 209 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 210 B ) 63Mm ( Od ) 211 C ) 75Mm ( Od ) 212 D ) 90Mm ( Od ) 213 E ) 110Mm ( Od ) 214 F ) 125Mm ( Od ) 215 G ) 140Mm ( Od ) 216 H ) 160Mm ( Od ) 217 I ) 180Mm ( Od ) 218 J ) 200Mm ( Od ) 219 K ) 225Mm ( Od ) 220 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.B ) 150Mm Dia. 221 C ) 200Mm Dia. 222 D ) 250Mm Dia. 223 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 224 B ) 63Mm ( Od ) 225 C ) 75Mm ( Od ) 226 D ) 90Mm ( Od ) 227 E ) 110Mm ( Od ) 228 F ) 125Mm ( Od ) 229 G ) 140Mm ( Od ) 230 H ) 160Mm ( Od ) 231 I ) 180Mm ( Od ) 232 J ) 200Mm ( Od ) 233 K ) 225Mm ( Od ) 234 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 235 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 236 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150Mm Thick.A ) Upto 150Mm Thick 237 B ) Above 150Mm Thick 238 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement Inrcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 239 Ii ) 200 Mm Dia Pipe 240 Iii ) 250 Mm Dia To 350Mm Dia Pipe 241 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 242 A ) Construction Of Rcc Street Stand Post ( 700Mm Height ) Of Rcc ( 1:1.5:3 ) Footing Over 75Mm Thick 4:2:1 P.C.C Over A Single B / F Soling With 1% Reinforcement, Connected With Saddlepiece & 15Mm Dia Brass Ferrule With Supplying Fitting, Fixing 15Mm Dia G.I. Nipple, G.I.Socket, G.I. 200Mm X 150Mm Reducing Elbow And 20Mm Dia Gi ( M ) Tata Pipe Of ( Avg. ) 2.6Mtr. Long And One 15Mm Dia Alloy Iron With Brass Spindle Bib Cock With Socket And 20Mm G.I. Elbow 2Nos. With 15Mm Gi ( M ) Tata Pipe Of 0.225Mtr. For Connection Of Stand Post To Distribution Line As Per Deptt. Design And Drawing As Per Direction Of Eic Along With Construction Of Platform Of Size Cc Platform ( 1:2:4 ) Over A Single B / F Soling Below G.L Over 150Mm.Thick Sand Filling, Neat Cement Finish Over Platform And Inner Side Of Band And 15Mm Thick Cement Plaster ( 4:1 ) On Top Of Platform Band And Outside Upto G.L. As Per Deptt. Drawing And As Per Direction Of Eic 243 Supplying Hdpe ( Materials Grade Pe-80 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valvesa ) 50Mm ( Od ) 244 B ) 63Mm ( Od ) 245 C ) 75Mm ( Od ) 246 D ) 90Mm ( Od ) 247 E ) 110Mm ( Od ) 248 F ) 125Mm ( Od ) 249 G ) 140Mm ( Od ) 250 H ) 160Mm ( Od ) 251 I ) 180Mm ( Od ) 252 J ) 200Mm ( Od ) 253 K ) 225Mm ( Od ) 254 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note : 1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd-1785 And Threaded To Match With Gi Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 255 B ) Above 10M Upto 20M Length 256 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 257 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes.A ) Pakur Variety 258 Cost For Boring Any Type Of Soil By Augor Boring ( Horizontal ) With Water Jet System Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic.I ) 80Mm To 100Mm Dia. 259 Ii ) 125 Mm To 200 Mm Dia 260 Supplying, Fitting And Fixing In Position G.I. Pipes Of Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( S & P Schedule, Page-2 ) H ) ( Ii ) 80 Mm Dia. Medium Quality. 261 Supplying, Spreading And Consolidating Stone Dust To A Depth Of 100 Mm And Above At Desired Density And C.B.R. As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary, And Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days, Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller, Cost Of Fuel & Lubricants Complete As Per Specification. ( Ref ; Pwd Sor 17 , Page No 242 , Item No 4.06 ) 262 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicf ) Above 40 Km Upto 50 Km 263 G ) Above 50 Km ( Extra Cost Per Km ) Extra 50 Km ( 4 Nos Truck X 50 Km Each = 200 Km )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
22.
Housing Urban and Rular Development #10634463 Price Bid
Annual Repair And Maintenance Of Various Road Under Pwd Division Ser-2 / 21 During 2020-21 ( Sh- Providing Services Of Computer Operator , Mts , Clerk , Supervisor Etc For Circle Office , Division Office And Sub Division Office ) , Providing Services Of Computer Operator Graduate With 10 Years Of Relevant Experience In M . S . Office I . E . Word , Excel , Powerpoint Etc . Accounts System , Salary Through Pims , Collection Of Data From Different Offices & Compile The Same As Directed , Preparation Of Weekly , Monthly Account System , Fortnightly , Monthly , Quarterly & Yearly Reports Of Different Nature Of Work , Updation Of Concerned Work Details In Works Information & Monitoring System & Preparation Of Monthly & Quarterly Reports Based There On And Uploading Of Bills , Loading & Uploading Of Tender , Preliminary Estimate Etc . On Pwd Website Other Internet Related Works And Making Presentation To The Satisfaction Of Engineer-In-Charge , Entire E-Tendering Process Etc . Complete As Per Direction Of Engineer-In-Charge . On All Working Days ( Minimum Salary Of Rs . 28561 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Providing The Services Of Computer Operator ( Matriculate And Above ) With 5 Years Of Experience On All Working Days . ( Minimum Salary Of Rs . 23232 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Providing Services Of Multi Tasking Staff ( Under Unskilled Category ) On All Working Days . ( Minimum Salary Of Rs . 16614 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Providing Services Of Clerk ( Matriculate And Above ) Having Experience Upto Two To Three Years ( Minimum Salary Of Rs . 21717 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Providing Services Of Messanger In The Office Of Pwd Each For Day To Day Office Dak Runner As Per Direction Of Engineer-In- Charge , On Monthly Basis For All Working Days . ( Minimum Salary Of Rs . 18382 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Providing Services Of Head Clerk Having Experience Upto Five Years . ( Minimum Salary Of Rs . 23232 / - Is To Be Paid ) , Providing Supervisor With Two Wheeler & Smart Phone ( With Internet Connection ) For Taking Pictures Of Running Works , Maintenance Works , Attending Complaints Etc As Per Direction Of Engineer-In-Charge . ( Minimum Salary Of Rs . 18382 / - Is To Be Paid Including Epf And Esic Employees Part Only ) . , Extra Hours For Working Beyond Normal Duty Hours , Computer Operator At S . No . 1 ( Minimum To Be Paid To Employee @ 138 / - Per Hour ) , Computer Operator At S . No . 2 ( Minimum To Be Paid To Employee @ 112 / - Per Hour ) , Multi Taskig Staff ( Minimum To Be Paid To Employee @ 80 / - Per Hour ) , Supervisor ( Minimum To Be Paid To Employee @ 88 / - Per Hour )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 16
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23.
Housing Urban and Rular Development #10631186 Price Bid
Annual Repair And Maintenance Of To Various Roads Under Pwd Sub Division Wr-22 , Division West Road-2 , Delhi During 2020-21 . Sh- Consultancy Services For Re-Modelling / Redesigning Of Storm Water Drains On Both Sides Of Gurugowalkar Marg From Kanjhawala Chowk To Jai Consultancy Services For Re-Modelling / Redesigning Of Storm Water Drains On Both Sides Of Gurugowalkar Marg From Kanjhawala Chowk To Jain Nagar Further Extended Up To Nearest Feasible Outfall In Main Drain Of Iandfcd , Preparation And Submission Of Preliminary & Final Design Reports With Maps And Drawings Etc . , Draft Detailed Project Report ( Maps And Drawings ) , Detailed Designs , Good For Construction Drawings For Storm Water Drainage Work And Other Structures And Operation And Maintenance Plans For Drainage Systems In Whole Length Of Road ( 4 . 85 Km . Approximately ) Along With Connecting Roads As Mentioned Including Other Activities As Given Herein: A ) To Carry Out A Detailed Digital Topographical Survey Work Using Electronic Total Station Of The Area By Recording Of Requisite Points And Reduced Levels Of The Area Of Salient Points And Including Plotting Of L- Section And Cross Section Of The Road Of The Existing Drainage System , B ) Preparation & Showing The Above Details On I ) Google Map , Ii ) Site Introduction Plan ( Google Satellite Image ) Iii ) Existing Drainage System I . ) Google Map Of Broader Prospective Of The Area Of Interest , Showing The Road Marked With Drains Etc . Ii . ) Site Introduction Plan- Google Satellite Image C ) Designing Of A New Water Disposal System / Drains Of The Area Using Settled Hydraulic Principles And On Good Professional Practices And Assessing The Estimated Discharge And Working Out Its Possible Solution For Its Disposal To The Nearby Major Drain In Consultation Of The Engineer-Charge - Pwd . D ) Preparation Of Necessary Preliminary And Detailed Working Drawings , Special Specifications , E ) Preparation Of Necessary , Preliminary Estimate F ) All Other Works As Mentioned In This Document
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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24.
Housing Urban and Rular Development #10599253 Price Bid
Structural Audit Of Flyovers Of Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg And Road No . 57 , Testing Inspection For Safety Audit Of Following Flyovers Before Rehabilitation . ( All Items Of Tor From 1 To 7 & 14 ) , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 , Conducting Load Test ( Items Of Tor From 8 To 14 ) , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 , Preparation And Submission Of Preliminary Estimate For Rehabilitation And Strengthening Of Each Flyover As Above Item No . 1 With All Supporting Documents ( A/R & Details Of Measurements ) , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 , Preparation And Submission Of Detailed Estimate And Notice Inviting Tender ( Nit ) Document On Pwd Format For Rehabilitation And Strengthening Of Each Flyover As Above Item No . 1 With All Supporting Documents ( A/R & Details Of Measurements ) , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 , Joint Inspection With Pwd Officials Of Flyovers During Rehabilitation/ Strengthening Works And Submit Report . , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 , Testing/ Inspection After Rehabilitation/ Strengthening And Submission Of Safety Certificate As Per Page-21 For Each Flyover , Hanuman Setu Flyover , Ashram Chowk Flyover , Vikas Marg & Road No . 57 ,
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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25.
Power #10547012 Price Bid
Tender For Tentative Estimate Of Work Of Preliminary Survey For The Cable Route Form Tower No. 11 To Tss Substationdivision Hapur - Preliminary survey of 132 KV Underground cable of railway T.S.S line and preparation of drawing and route map of underground cable to be laid with mentioning of all safety distance (such as distance from railway track and already laid cable, mentioning depth of the trench from ground level and also distance between two adjacent cable) submission of the drawings in 3 set to UPPTCL ETD-Hapur and also providing a tentative BOQ for completion of laying four Nos 1XC 400 Sq mm Underground cable from Tower No. 11 to 132 KV railway TSS end
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
26.
Rural Development #10538852 Price Bid
Rfp For Project Consultancy Services For Construction Of A New Multistoried Office Building For Taxes - Excise Department Along With Heating , Ventilation , Air Circulation Air Conditioning , Water Supply - Sanitation , Electrification Works Atagartala , Subsoil Investigation & Detailed Contour Survey Of The Site , Preparation Of Master Plan / Layout Indicating Various Structures Including Other External Infrastructural Facilities , Land Development Plan , Landscaping , Traffic Circulation System Etc . , Preliminary Architectural Drawings For Approval , Preparation Of Detailed Architectural Working Drawings For Actual Execution . , Preparation Of Detailed Structural Design & Drawings For Actual Execution . Details Of Each Section Suitable To Execute The Work In The Field . Bar Chart Cpm Etc . Of The Total Work Flow . , Preparation Of Detailed Estimates ( Including Bill Of Quantities & Details Of Measurements & Specifications ) , 2 ( Two ) Bid System Drafts Nits For Floating Tenders In Suitable Packages . , Preparation Of Detailed Layout Of Internal Electrical , Water Supply & Sanitary Installation , Fire Detection , Alarm And Protection Facilities Like Lightening/Thundering . , Visit To Work Site During Execution Of Work ( Per Visit ) , Documents For Approval Of Plan From Different Authority In/C Dpr , Tender Document Etc .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Tripura View Result →
27.
Housing Urban and Rular Development #10517019 Price Bid
annual repair and maintenance of non residential building under south-east ( bldg ) m , division , pwd , hauz khas , new delhi during . 2021-22 ( sh providing services of computer operator , office assistant , enquiry clerk , auto cad operator cum draftsman , peon-cum-messenger and s , providing services of graduate computer operator with relevant experience of govt . sector in computer works like carring out day to day official works , preparation of preliminary , estimate , detailed estimate , notice inviting tender , justification , returns and statements , progress report and other works related to correspondence branch , account branch and planning branch including operating e-procurement / gem system for tendering process and e-lekha etc . for the month as per direction of engineer-in-charge . ( note:-minimum salary of rs . 20430 / - is to be paid to each computer operator per month including epf and esic employee part only ) , providing services of office assistant / enquiry clerk matriculate but not graduate with relevant experience of govt . sector . ( note:-minimum salary of rs . 18797 / - is to be paid to each office assistant per month including epf and esic employee part only ) , providing services of auto cad operator ( draftsman ) , with relevant experience of digital drawing work , taking dictation from the engineer / architect . and to print out the same from computer . ( note:-minimum salary of rs . 20430 / - is to be paid to each auto cad operator per month including epf and esic employee part only ) , providing mts / peon cum-messenger ( under semi- skilled category ) for day to day dak / mail ( official documents ) etc . from office to other building / offices and enquiry offices etc . ( note:-minimum salary of rs . 17069 / - is to be paid to each messenger per month including epf and esic employee part only ) , providing services of sweeper ( under unskilled category ) for sweeping and washing of complete division office & sub div . office i . e . office rooms , verandah , courtyard , staircase , open area of office premises , roof , parking area , open area within boundary wall , wcs / bathroom urinals , washbasins tiles ( wall & floor ) daily . as per direction of engineer-in-charge . ( note:-minimum salary of rs . 15492 / - is to be paid to each sweeper per month including epf and esic employee part only ) , extra rate for working beyond normal office duty hours of 9:30 am to 5:00 pm in govt . sector . ( only for computer & auto cad operator for division office ) ( note:- minimum rs . 196 / - per hour is to be paid . )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 19
Delhi View Result →
Jharkhand View Result →
West Bengal View Result →
30.
Housing Urban and Rular Development #10368727 Price Bid
Construction Of 60.00 Mtrs. Span Bridge Over Ashwanikhad At Rd 2/870 On Ddl Factory To Chaura Road Km 0/0 To 3/420 Geotechnical Investigation, Preparation Of Hydraulic Data And Preliminary Detail Working Estimate
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Himachal Pradesh View Result →
Uttar Pradesh View Result →
32.
Public Administrative Department #10357984 Price Bid
Preparation Of Town Planning Scheme From Declaration Of Intension, Preparation Of Draft Scheme U S 60 To Sanction Of Preliminary Scheme U S 68 For The Area Within Shirpur Municipal Council
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Maharashtra View Result →
Rajasthan View Result →
34.
Housing Urban and Rular Development #10176389 Price Bid
Annual Repair Maintenance of Various Roads Under Bilaspur Sub Division No. Ii. Preparation Of Preliminary Project Report For Linking Bilaspur Town To Existing Four Lane Via Tunnel And Road.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Himachal Pradesh View Result →
35.
Housing Urban and Rular Development #10134522 Price Bid
Providing Services Of Computer Operator , Office Assistant And Mts In The Office Of Executive Engineer ( E ) , Pwd Emd South East ( M-452 ) And Sub-Division-I , Thyagraj Stadium , New Delhi , Providing Services For Computer Operator Having Qualification Of Graduation , One Year Computer Proficiency Certificate , Minimum 15 Years Experience , Typing Speed Not Less Than 45Wpm , Well Grip In English & Hindi Language With Adequate Experience For Preparing Various Types Of Letters , Preliminary & Detailed Estimate , Notice Inviting E-Tenders , Quotation , Analysis Of Rates , Comparative Statements , Justification Statements , Extra/ Deviation/ Substitute Statement , Supply And Work Order , Monthly Accounts , Rtgs Payment , Progress Report Pertaining To Client Department & Higher Offices , Entering And Downloading Web Basedproject Monitoring System , Pims , E-Tendering , Mailing & Downloading Of E Mails , Pgms , Wims , Cp Grams , Lg Listening Complaint , Scanning Of Various Documents & Other Miscellaneous Work Of Division Office As Per Instruction And Direction Of Engineer-In-Charge/ Controlling Officer From 9:30Am To 5:30 Pm On All Working Days Of The Month Excluding Sunday & Holidays Or As & When Required As Per The Direction Of Officer In Charge . ( Minimum Salary Of Rs . 30 , 415/- Is To Be Paid Including Epf & Esic Employee Part Only ) ( 02 Nos . ) . , Providing Services Of 1 No . Computer Operator ( Matriculate And Above ) With 6 Years Of Relevant Experience For Data Entry In Computer Carrying Out Day To Day Official Works Of In The Office Of The Executive Engineer ( E ) , Emd South East , Thyagraj Stadium , New Delhi . I . E . Acceptance Of Letter , Award Letter , Floating Of The Tender , Detailed Estimates , Technical Sanctions , Justifications & All Other Technical & Administrative Works As Directed By Engineer-In-Charge , Entire E-Tendering Process Etc . Complete As Per Direction Of Engineer-In-Charge . On All Working Days . ( Minimum Salary Of Rs . 22 , 763/- Is To Be Paid Including Epf & Esic Employee Part Only ) . ( 1 No . ) ( 9 . 30 Am To 5 . 30 Pm ) . , Providing Services Of 01 No . With 3 Years Relevant Experienced Office Assistant Having Qualification Of Graduation For Assigning To Carry Out Day To Day Official Works In The Office Of The Executive Engineer ( E ) , Pwd Emd South East Pwd , Thyagraj Stadium , New Delhi Such As Preparation Of Contractors Bill , Salary Bill Of Staff , Dairy & Dispatch , Rti Works Keeping All Division Records Etc . As Per Direction Of Engineer-In-Charge . On All Working Days . ( Minimum Salary Of Rs . 22 , 864/- Is To Be Paid ) . ( 1 No . ) ( 9 . 30 Am To 5 . 30 Pm ) . , Providing Services Of 1 No . Attendant/ Mts With 7 Years Relevant Experienced Semi Skilled Category , Well Versed In Office Filling System And Photocopy & Diary & Dispatch Of In The Office Of The Executive Engineer ( E ) , Emd South East As Directed By Engineer-In-Charge . ( Minimum Salary Of Rs . 21 , 220/- Is To Be Paid Including Epf And Esic Employee Part Only ) . ( 1 No . ) Timings: ( 9 . 30 Am To 5 . 30 Pm ) , Providing Servicesof 1 No . Cum/Messenger For Carrying Out Day To Day Official Works In The Office Of The Executive Engineer ( E ) , Emd South East , New Delhi As Directed By Engineer-In-Charge . ( Minimum Salary Of Rs . 15 , 908/- Is To Be Paid Including Epf And Esic Employee Part & In Addition For Conveyance Charge Rs . 1 , 000/- ( 1 No . ) Timings: ( 9 . 30 Am To 5 . 30 Pm ) , Providing Services Of 1 No . Peon In The Office Of The Executive Engineer ( E ) , Emd South East , Pwd , Thyagraj Stadium , New Delhi . ( Minimum Salary Of Rs . 15 , 908/- Is To Be Paid Including Epf And Esic Employee Part Only ) . ( 1No . ) Timings: 9:30 Am To 5 . 30 Pm ) , Providing Services Of 1 No . Graduate Computer Operator With 6 Years Of Relevant Experience For Data Entry In Computer Carrying Out Day To Day Official Works Of In The Office Of The Assistant Engineer ( E ) , Emsd-I , South East , Thyagraj Stadium , New Delhi . I . E . Nit , Acceptance Of Letter , Award Letter , Floating Of The Tender , Detailed Estimates , Justifications & All Other Technical & Administrative Works As Directed By Engineer-In-Charge , Entire E-Tendering Process Etc . Complete As Per Direction Of Engineer-In-Charge . On All Working Days . ( Minimum Salary Of Rs . 25 , 381/- Is To Be Paid Including Epf And Esic Employee Part Only ) . ( 1 No . ) Timings: ( 9 . 30 Am To 5 . 30 Pm ) . , Providing Services Of 01 No . With 3 Years Relevant Experienced Office Assistant For Assigning To Carry Out Day To Day Official Works In The Office Of The Assistant Engineer ( E ) , Emsd-1 South East , Pwd , Thyagraj Stadium , New Delhi Such As Preparation Of Contractors Bill , Salary Bill Of Staff , Dairy & Dispatch , Rti Works Keeping All Division Records Etc . As Per Direction Of Engineer-In-Charge . On All Working Days . ( Minimum Salary Of Rs . 21 , 027/- Is To Be Paid ) . ( 1 No . ) ( 9 . 30 Am To 5 . 30 Pm ) . , Providing Services Of 1 No . Mts For Carrying Out Day To Day Official Works Of Peon-Cum/Messenger In The Office Of The Asstt . Engineer ( E ) , Emsd-I , Pwd , Thyagraj Stadium , New Delhi . ( Minimum Salary Of Rs . 15 , 908/- Is To Be Paid Including Epf And Esic Employee Part Only ) . ( 1No . ) Timings: To 5 . 30 Pm )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 14
Delhi View Result →
36.
Housing Urban and Rular Development #10130849 Price Bid
annual repair and maintenance of Non Residential Building Under South-East ( Bldg ) M , Division , Pwd , Hauz Khas , New Delhi During . 2021-22 ( Sh Providing Services Of Computer Operator , Office Assistant , Enquiry Clerk , Auto Cad Operator Cum Draftsman , Peon-Cum-Messenger And S , providing services of graduate computer operator with relevant experience of govt . sector in computer works like carring out day to day official works , preparation of preliminary , estimate , detailed estimate , notice inviting tender , justification , returns and statements , progress report and other works related to correspondence branch , account branch and planning branch including operating e-procurement/gem system for tendering process and e-lekha etc . for the month as per direction of engineer-in-charge . ( note:-minimum salary of rs . 20976/- is to be paid to each computer operator per month including epf and esic employee part only ) , providing services of office assistant/enquiry clerk matriculate but not graduate with relevant experience of govt . sector . ( note:-minimum salary of rs . 19291/- is to be paid to each office assistant per month including epf and esic employee part only ) , providing services of auto cad operator ( draftsman ) , with relevant experience of digital drawing work , taking dictation from the engineer/architect . and to print out the same from computer . ( note:-minimum salary of rs . 20976/- is to be paid to each auto cad operator per month including epf and esic employee part only ) , providing mts/ peon cum-messenger ( under semi- skilled category ) for day to day dak/mail ( official documents ) etc . from office to other building/offices and enquiry offices etc . ( note:-minimum salary of rs . 17537/- is to be paid to each messenger per month including epf and esic employee part only ) , providing services of sweeper ( under unskilled category ) for sweeping and washing of complete division office & sub div . office i . e . office rooms , verandah , courtyard , staircase , open area of office premises , roof , parking area , open area within boundary wall , wcs/bathroom urinals , washbasins tiles ( wall & floor ) daily . as per direction of engineer-in-charge . ( note:-minimum salary of rs . 15908/- is to be paid to each sweeper per month including epf and esic employee part only ) , extra rate for working beyond normal office duty hours of 9:30 am to 5:00 pm in govt . sector . ( only for computer & auto cad operator for division office ) ( note:- minimum rs . 202/- per hour is to be paid . )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 13
Delhi View Result →
37.
Defence #10087658 Price Bid
Survey , Design And Submission Of Dpr For Stp At North Army Area And South Army Area In Tezpur , Name Of Work: Survey , Design Of Design And Preparation Of Dpr For Stp In Naa And Saa At Tezpur . , Design Of Stp/Etp In North Army Area And South Army Area , Soil Investigation , Complete Estimation Of The Project Including Preparation Of Drawings And Its Vetting At Appropriate Level With Following Scop0e Of Work:- ( A ) Preliminary Field Data Collection . ( B ) Review Of Existing Sewerage System . ( C ) Final Detailed Survey Of Proposed Network Of Sewer Line . ( D ) Preparation Of Sewer Network Showing Gl/Il . ( E ) Type Of Treatment Of Sewage ( F ) Location And Type Design Of Manhole , Intermediate Sump Well/Lift Well Etc . ( G ) Calculation Of Sewage Generation . ( H ) L-Section Of Sewer Line . ( J ) Tertiary Treatment With Re-Use For Flushing , Irrigation & Aboriculture . ( K ) Complete Treatment Scheme . ( L ) Specification Of Mechanical And Electrical Equipment Used In Stp & Etp ( M ) Preparation Of Drawing . ( N ) Preparation Of Bill Of Quantities , Detailed Estimates Of Sewage Network Stp And Etp . Note :- Details Of Consultancy Services To Be Provided By The Consultant In North Army Area As Appx A & South Army Area As Appx B . Data Information To Be Supplied By The Client Attached As App C ( Appx A And B Uploaded With Tender )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
Assam View Result →
38.
Tourism #10027930 AOC
Proposed Conservation And Repair Work To Naroshankar Temple, At.Panchvati,Tq.Dist.Nashik - Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete.SSR 2022-23 Page No.157 Item No. 21.34 2 Removal of plants / ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel(iso proplamine salt of glyphosate) or other chemical as specified by the Engineer incharge etc. complete.SSR 2022-23 Page No.301 Item No. 46.58 3 Removing old paint from steel and other metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete. SSR 2022-23Page No. 224 Item No. 35.18 4 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete SSR 2022-23Page No. 297 Item No. 46.19 5 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete S.S.R. 2022 - 23 Page No.296,Item No.46.12 6 Removing brick bat coba including stacking the spoils as directed with all leads,lifts etc, complete. SSR 2022-23Page No.296 Item No.46.14 7 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.S.S.R. 2022 - 23 Page No.211,Item No.32.33 8 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etcS.S.R. 2022 - 23 Page No.296,Item No.46.09 9 Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete S.S.R. 2022 - 23 Page No.296,Item No.46.15 10 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directedinthe compound including scaffolding etc. complete.S.S.R. 2022 - 23 Page No.235,Item No.38.26 11 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.SSR 2022-23Page No.297 Item No.46.29 12 Removing wooden or A.C.partition including frame work and stack-ing the materials as with all leads, lifts etc. complete.SSR 2022-23Page No.296 Item No.46.17 13 Dismantling flat wooden orA.C. Sheet ceiling with framework including stacking the materials as directed with all leads, lifts etc. complete..SSR 2022-23Page No.296 Item No.46.06 14 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.SSR 2022-23Page No.299 Item No.46.42 15 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.SSR 2022-23Page No.298 Item No.46.38 16 Specialised Stone cleaning to remove oil or emulsion paint,stains or dark patches,layers of impervious coatings,cementious layers,rust stains from surface of stone with chemicals ,thinners,solvents or soft teepol type soap solution or by pressure jet machine (As specified by consulting architect),A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured.it may include usage of mechanical tapping ,chemical surfactant or solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy of technique prior to work.Removal to be followed by water washing.The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface,colour and textureNON SSR R.A.34 17 Gently cleaning the surface of stone masonary with specialised water misting technique employing air water jet usinga fine nossle sprinkling system calibrated to sprey fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushesand removing dirt,dist,bird dropping,grease,oil,algae,fungus,monkey beats,vegetable growth,etc as specified.gentle surface cleaning using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt,grit accretion by means of water misting and cleaning etc.complete as directed by engineer in chargeBMC -USOR-R3-CS-CH-1,2023 18 Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal. 19 Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc.complete.NON SSR R.A No.203 20 Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete .NON SSR R.A No.204 21 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwisespecified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sandshall not be ground fine but sand should be finer, the joints of the pointed work shall be neatlydefined by the pointing, the lines shall be regular and uniform in breadth and the joints shall beraised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple(Belfruit) per cubic metre of lime mortar as a bonding material, watering and all work whenhanded over to be perfectly clean and free from all mortar stains etc. complete Non - S.S.R. Item From Rate Analysis No. 136 of Deapartment Rate Abstract 22 Providing Lime Pointing to brick work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete.Non - S.S.R.Item From Rate Analysis No. 138 of Deapartment Rate Abstract 23 Providing injection grouting with lime and fine screened sand slurry in proporation of (1 : 1) with a proper jet pump pressure including cleaning and washing and packing the existing crack / holes in the brick or stone masnory with lime and finesand paste in proporation of (1:1) properly from down side, filling the slurry in cracks or holes including all necessary actions and required tools and machineries, scaffolding, curing etc. complete. for soil stabilizationNon S.S.R. 24 Excavation for foundation in earth, soils of all types sand, gravel and soft murum,Including removing the excavated matreial upto a distance of 50 M beyond the building area stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ,ramming, watering Including shoring and strutting etc.complete ( Lift upto 1.50m ) SSR 2022-23Page No.153 Item No. 21.01(By manual Means) 25 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. SSR 2022-23Page No.157 Item No. 21.40 26 Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.SSR 2022-23Page No.346 Item No. 50.60 27 Providing and laying cast in situ 1:2:4 Lime Concrete of Trap stone metal for foundation and bedding as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer, bailing out water, watering etc. complete.NON SSR R.A. No. 4 28 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete..(NON SSR R.A No.87) 29 Providing Block In Course Masonry of trap / granite stones in lime mortar 1:1½ with size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 17.5 cm. (7″) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.NON SSR 39 30 Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, per detailed specifications and drawings or as directed including the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to beperfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.152 31 Providing and fixing Stone Paving, SecondSort in lime 1:1/2 mortar, with average size of stone 0.45 m. x 0.30 m. x 0.15m. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.flooring for ghat and parking NON SSR R.A. No.151 32 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45 m. x 0.30 m. x 0.15 m., as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.149 33 Providing/Re-setting Ashlar Rough tooled Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.16 34 Providing Ashlar Rough Tooled Masonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No15 35 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.12 36 Providing Ashlar FineMasonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No11 37 Providing/Re-setting Ashlar Fine Stone Steps of reuse-stones in lime mortar 1:1 as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.62 38 Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone 0.6m. x 0.400 m. x 0.220 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be fine dressed on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.61 39 Providing Ashlar Fine Masonry of trap / granite stones for GAUMUKH in lime mortar 1:1 with average size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 40 Providing Ashlar Fine Masonry of trap / granite stones for TADKHADA(BASESTONE) in lime mortar 1:1 with average size of stone 0.60 m. x 0.60 m. x 0.60 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 41 Providing Ashlar Fine Masonry of trap / granite stones for Columns/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.6 m. x 0.6 m. x 2.70 m in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 11 42 Providing Ashlar Fine Masonry of trap / granite stones for Beams/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.51 m. x 0.51 m. x 2.70 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 43 Providing Ashlar Fine Masonry of trap / granite stones for CIRCULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 44 Providing Ashlar Fine Masonry of trap / granite stones for FOURWAY BRACKET/RECTANGULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 45 Providing Ashlar Fine Masonry of trap / granite stones for KARNSHILA CAP,KARNSHILA STONES in lime mortar 1:1 with average size of stone 1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 46 Providing Ashlar Fine Masonry of trap / granite stones for SLAB in lime mortar 1:1 with average size of stone 0.6m. x 0.60 m. x 0.508 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 47 Providing Ashlar Fine Masonry of trap / granite stones for CHAJJA STONES in lime mortar 1:1 with average size of stone 0.9m. x 0.60m. x 0.216 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 48 Providing Ashlar Fine Masonry of trap / granite stones for KAKSHASHAN in lime mortar 1:1 with average size of stone1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 49 Providing Ashlar Fine Masonry of trap / granite stones for Galtha in lime mortar 1:1 with average size of stone 0.70m. x 0.70m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 50 Providing Ashlar Fine Masonry of trap / granite stones for Parapet in lime mortar 1:1 with average size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 51 Providing Ashlar Fine Masonry of trap / granite stones for Shikhar Urshringe block in lime mortar 1:1 with average size of stone 0.40m. x 0.40m. x 0.81 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 52 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 60 cm. x 45 cm. x 30 cm. as per detailed specifications and drawings or as directed including the arch stones be of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases of the entire thickness, the arch stones shall be dressed full and true to their proper shapes with the necessary summering, twist or winding and be set in fine mortar, the intrados, joints and beds to fair tooled and left full, the cast or keying course to be accurately fitted, at all horizontal joints the intrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or without chamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of the ring, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be at right angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparing the lime mortar in lime miller, cantering/scaffolding, watering and all archwork when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No125 53 Providing Brick Arching Second Class of second class bricks of size 9″ x 4½″ x 2½″ in lime mortar 1:1½ as per detailed specifications and drawings or as directed including the bricks to be of uniform size, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks to be laid in concentric half-brick ring, the joints are to be properly summered and not to exceed 17 mm. (⅔″) in thickness, the joints to be truly radial to the curve at all points, great care to be taken that the rings are bonded together properly,whenever the joints of any of the rings come to a summering or plane face, all arches to be turned on centrings, preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 133 54 Providing Brick Masonry Second Class in superstructure with size of brick9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in suchbond as directed, as far as possible, bricks of uniform colour are to be selected for theface work when it is not to be plastered, the joints are not to exceed12.5 mm. (½″), no bats or half brick to be usedin the work, racking out joints where pointing or plastering tobe done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 119 55 Carving ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate. 56 Caving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete.The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in chargeRates as per R.A. No. 29 57 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.For Lowering Down NONSSR206 58 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.For Restoring NONSSR206 59 Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. NON S.S.R. R.A.6 60 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete SSR 2022 - 23Page No.245 Item No.39.01 61 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete SSR 2022 - 23Page No.246 Item No.39.08 62 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary.SSR 2022 - 23Page No.222 Item No.34.09 63 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt.SSR 2022 - 23Page No.294 Item No.44.10 64 Providing12 mm. thick Rough Cast Lime Plaster and 10 mm thick in doublecoat in lime mortar 1:1/2 and 1:1(22 mm) lime putty fine coat on last layer in plinth, as perdetailedspecificationsanddrawingsorasdirectedincludingalljointsinmasonryandbrick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water andthoroughlywettedforsixhoursbeforeplastering,theplastertobeappliedinanevenand uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 jaggary and 640grampulpofwoodapple(Belfruit)in90to135litreofwater,theplasterbeingwetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, watering and allwork when handed over to be perfectly clean and free from all mortar stains etc. complete.NONSSR RA142 65 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.NON SSR 2022 - 23 66 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plainlime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels. .NON SSR 2022 - 23 67 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in- charge, of approved brand and manufacture, diluted withsolventmineral Turpentineoil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sandstonemasonry surfacewith two or more coats to give uniform application of chemical onthe surface, all completeas per direction of Engineer-In-charge (The rate is inclusive of allmaterials& labours involved except scaffolding).Non - S.S.R. 68 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 5km. SSR 2023-24STATEMENT C1 PG NO.459 69 Providing and fixing of retro-reflectorised informatory sign board rectangular /Square in shape having area greater than 0.9 square meter made out of 2mm aluminum sheet bonded withwhite retroreflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive / heat activated adhesive retoreflective specified background, border and backside reto reflctive symbols,letters, numerals, arrowasper IRC:67-2012TableNo8.3, supported with back support frame25mmx25mmx3mm,duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75mmx75mmx6mm,3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level asper approveddrawingTheangle ironpost shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete. The nut bolts of board with angle iron post / supportingstructureafter fixingat sitehas tobeelectrically welded.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have7 yearswrittenwarranty fromthemanufacturerandauthoriseddistributor / convertor issued for field performance including the screen printed areasandcut-out sheetingandcut-out durable transparent overlay film and this warrantySSR 2022 - 23Page No.58 Item No.6.34 70 Providing and fixing Required Size Granite plate engraving 10 cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete SSR 2022-23Page No.294 Item No.44.12 71 Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.SSR 2022-23Page No.359 Item No.51.44 72 Supplying and erecting Solar Street Light Non SSR 73 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shoot­ing, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. completeNON SSR 74 Book Designing, Publishing and Printing: The work involves printing of a book / guidebook on the fort / monuments and its various aspects, which would provide authentic and precise tourism oriented information. This work involves important photographsof the site, art objects, antiquities, inscriptions etc., which would be useful for educating the masses of the rich cultural heritage of the site, region and state. providing 100 pages coloured books as directed by engineer in charge / ADA Non SSR 75 Preparation of Photogrammetric and LiDAR Survey Plan of the Monuments/Sites to delineate Protected & Controlled Areas. Scope Photogrammetry, LiDAR, UAV/drone-based surveying, geo-tagging monuments. Non SSR 76 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New AlignmentSSR 2022-23 Page No.17 Item No. 1.41
Contract Date: Apr 20, 2026 Contract Value : ₹ 2.89 Crore
Government Departments No of Bidders 2
Maharashtra View Result →
39.
Public Administrative Department #10010323 Technical Bid
Conducting a detailed GIS based house-to-house survey of all the properties within the limits of the Municipal Council, Hadgaon, as well as conducting a detailed GIS based survey of the open plots, assigning unique identification numbers to all the properties, drawing up updated construction maps of the properties, taking digital photographs of all the properties, printing the information in the required format for the assessment process and providing the necessary stationery binding. E-Tender Notice for appointment of a technical service provider agency to assist in the work of assessing and levying taxes as per the law, finalizing the tax levy, and providing computer software. - Register all the properties within the N.P. limits and conduct a detailed survey of each building property from house to house as well as a detailed survey of open plots, measure the properties and collect information.2 Assign unique identification numbers to all properties, collect all necessary information in the prescribed form, calculate the floor area, construction area and plot area of ​​each property, show the floor area, construction area and plot area of ​​each building property, show each room in it and prepare computerized maps with the help of AutoCAD, take digital photos of each property, print computerized case paper photos and maps of the property survey with information of old and new properties, prepare a city boundary map and digitize it and divide it into commercial areas, high residential areas, medium residential areas, low residential areas, etc. and prepare zone and zoning maps. All the work is computerized.3 To develop, provide and implement an automated tax assessment program for dual taxation of tax assessment and capital value assessment, preparation of demand, preparation of notice, registration of online objections, preparation of tax bills, etc.4 To cooperate in calculating the taxable value or capital value of the property at the prescribed rate based on all the information received in the survey, to cooperate in levying tax at the prescribed rate, to prepare special notices, to prepare assessment registers, to prepare tax bills, to prepare preliminary tax assessment lists, to prepare individual cases of all-inclusive tax assessments and to prepare hearing notices and order letters, to prepare notices for service on individual property holders, to record the decision given on the objections to the property after the hearing, to cooperate in the hearing and to prepare the final tax assessment list with necessary changes, to cooperate with the Municipal Council in all these works.5. To create a computerized database of complete information on the tax assessment process, and to computerize all the information of each property and prepare a table of all property details and tax value calculation details with photos and maps, to make all the relevant information available on one click, to develop and connect an online payment gateway for online tax collection, to generate quick reports of transactions made online, to develop and provide and implement an automatic tax collection program to do all these works, to levy tax at two modes of taxation i.e. tax value assessment and capital value assessment.6. Computerization of CFC (Customer Facilitation Center) Municipal Counter Payment for Property Tax Department:- To provide a web interface application for online property tax payment for quick reference on the website of the Municipal Council for online property tax payment and to link the data of the Property Tax Department. Through the application, the property owner should be allowed to search by the relevant property name, property number, area number, plot number and link update information and property data from the main frame software application of the Tax Department. 1. Visa, MasterCard, Credit Card, Bharat Bill Payment System, Wallet Payment, POS Machine Integration 2. Debit Cards 3. Online Net Banking Accounts or 4. Cash Card, having the facility to make payments using any of these methods. And through that, generating receipts, having the facility of SMS and email alerts. Integrating the online payment gateway with the web application developed for e-payment of property tax.7 For the Municipal Council Tax Department, for the convenience of the bill clerks in the department (Android Billing System) for the preparation and printing of tax receipts compatible with Android mobile/tablet based property tax collection and providing the facility to draw daily property tax collection reports in the required format.8 For the collection of municipal council property tax (Android Billing System) Providing Android mobile/tablet devices and Bluetooth printers etc. and training the tax clerks in the Municipal Council Tax Department. (Android Mobile/Tablet Device and Bluetooth Printer Together)9 Assisting the Municipal Council in the entire appeal process (as per Section 169 and 170), appeal hearing, re-examination of the assessment, correction and updating of taxable value or capital value, levy of tax, correction of tax demand, data entry, reprinting of documents, and posting after hearing, preparing final demand bill and providing necessary stationery, binding and providing demand register.10 Computerizing all arrears and recoveries of the Municipal Council Tax Department, posting bills, posting receipts, preparing and supplying annual demand payments, demand register and maintaining computer software (Annual Maintenance Contract) (for the next 4 years).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
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Himachal Pradesh View Result →
Himachal Pradesh View Result →
Rajasthan View Result →
44.
Defence #9518498 AOC
Tender For Provision Of Consultancy Of Pre Adm Stage Of Provision Of Baffle Range At Grrc Lansdowne.; 1 Consulatncy services for Topographical Survey, Soil investigation ,design /DPR for development and construction of 500 M Baffle range at GRRC Lansdowne are as under:- (i) Carrying out total stn topographical digital survey for the subject work ofsite/land/plot area approx 81341 Sqm (i.e 20.10 Acre) as per TBRL Baffle range manual 2020 i.e site area of baffle range should be at least 140 m wide and 581 m long for 500 mtr baffle range. The following is to be submitted in 03 sets of hard copy alongwith soft copy:- 2 (a) Level sheet of the ground at 3.00m c/c intervals minimum 6000 readings. 3 (b) Topgraphical survey sheet/counter sheet. 4 (c) Demarcation of buildings on level sheet including drawings demarcationof points on site. 5 (d) Cross section of relevant ground where bldgs shall be lay out at 3.00m C/C. 6 (e) Qty of earth work in excavation including calculation details using Prizmoidal formulas. 7 (f) A copy of preliminary site plan, technical data including zoning maps, aerial photographs , Topographic map and duly filled feedback form and check sheet for site evaluation as per chapter III of TBRL Baffle range manual 2020 and sameto be vetted by TBRL Chandigarh 8 (g) Topographical survey to be carried out as per TBRL baffle range Manual 2020. 9 (ii)DETERMINATION OF SAFE BEARING CAPACITY BY SPT METHOD AS DESCRIBED BELOW:- 20 Nos Bore Hole(a) Drilling 150 mm diameter boreholes from 0 to 10 mtr depth accoring to IS 1892-1983 with 01 No of Trial pit (for each bore hole) of size 1.2mx1.2m with a distance of 5.00 m away from BH (Both centrally placed) for construction of Baffle range & connected buildings. 10 (b)Conducting standard penetration test (SPT) as per IS 2131-1988.The testing shall be carried out at every change in strata at the intervals of not more than 0.50 mtr .The test may be made at lesser intervals if specified or considered necessary as perpara 3.3.1 of IS- 2131-1988. (c) Collection of disturbed soil samples at an interval of 0.50mtr or change in strata.(d) Collection of undisturbed soil samples at an interval of 0.50mtr or change in strata. (e)Conducting laboratory tests of disturbed/undisturbed soil samples as per project requirement after completion of boring as given below:-(i)Sieve analysis(ii)Plasticity index(iii)Specific gravity(iv)Water Content(v)Particle size analysis(vi)Bulk and dry density(vii)Atterberg limit(viii)Harmful salt or organic matter if any (ix)Direct shear test (if in case of sandy soil)(x)Unconfined un-drained test(in case of clayey soil) (xi)Consolidation test (for saturated soil) (xii) C Values(xiii) Differential swell test in case of expansive soil (xiv)Unconfined compressive strength of rock (in case of rocky strata)(xv)Determination of tensile/shear strength of rock (in case of rocky strata)(quality index for rocky strata in case of rocky strata).In case rock is encountered, the boring shall continue upto 1.50 to 2.00 mtr in rock.Recommended SBC should be given for all bore holes, minimum at three depths viz 1.5m, 2.0m, 2.50m Soil investigation report shall be submitted covering the following Notes :- 11 Note 1 :- (a)Bore log chart showing depth of soil strata (b)Sub soil water table (c)Porable maximum and different settlement (d)safe bearing capacity based on shear and settlement criteria (e)Recommendation for type and depth of buildings(f)Site plan building wise RL ofbuildings(g)Note 1 :- (a)Bore log chart showing depth of soil strata(b)Sub soil water table(c)Porable maximum and different settlement (d)safe bearing capacity based on shear and settlement criteria (e)Recommendation for type and depth of buildings (f)Site plan building wise RL ofbuildings(g)Bearing capacity and depth of Fdn wrt FFL/Fixed bench mark .(h) SBC should be worked out for the footings of size 1.5mx1.5m, 1.5mx2.5m, 2mx2.5m, 2mx3m.Note 2 :- (a) The location of bldg/bores shall be given by GE/AGE(I)(b)The soil report shall be in 3 parts (i)Field Operations(ii) Lab testing and sub soil properties (iii)Fdn consideration and recommendation for single, double & three storey bldg (isolated footing, combined footing, raft foundation & pile foundation(c)Value of modulus of soil sub grade reactionfor each location. The report shall be submitted in quintuplicate tothis office. 12 Note 3 :-(a) The soil Investigation activity of each bore hole will be recorded photographically.(b) Soft copy (CD) containing folder-wise photographs and videos of soil investigation activity for each bore hole should be included.(c) Each report should include signatures and name of the JE-in-Charge who supervised on ground, concered AGE & GE on the recommendation page. (d)Recommendation for filling under floors. 13 (iii) DETERMINATION OF SAFE BEARING CAPACITY BY SPT METHOD AS DESCRIBED BELOW:- 05 Nos Bore Hole (a) Drilling 150mm diameter boreholes from 0 to 05 mtr depth accoring to IS 1892-1983 with 01 No of Trial pit (for each bore hole) of size 1.2mx1.2m with a distance of 5.00m away from BH (Both centally placed) for construction of security wall for Baffle range (b)Conducting standard penetration test (SPT) as per IS 2131-1988.The testing shall be made at every change in strata at the intervals of not more than 0.50 mtr whichever is less.The test may be made at lesser intervals if specified or considered necessary as perpara 3.3.1 of IS- 2131-1988. (c) Collection of disturbed soil samples at an interval of 0.50mtr or change in strata.(d) Collection of undisturbed soil samples at an interval of 0.50mtr or change in strata. (e)Conducting laboratory tests on disturbed/undisturbed soil samples as per project requirement after completion of boring as given below:-(i)Sieve analysis(ii)Plasticity index(iii)Specific gravity(iv)Water Content(v)Particle size analysis(vi)Bulk and dry density(vii)Atterberg limit(viii)Harmful salt or organic matter if any (ix)Direct shear test (if in case of sandy soil)(x)Unconfined un-drained test(in case of clayey soil) (xi)Consolidation test (for saturated soil) (xii) C Values(xiii) Differential swell test in case of expansive soil (xiv)Unconfined compressive strength of rock (in case of rocky strata)(xv)Determination of tensile/shear strength of rock (in case of rocky strata)(quality index for rocky strata in case of rocky strata).In case rock is encountered, the boring shall continue upto 1.50 to 2.00 mtr in rock.Recommended SBC should be given for all bore holes, minimum at three depths viz 1.5m, 2.0m, 2.50m Soil investigation report shall be submitted covering the following Notes :- 14 Note 1 :- (a)Bore log chart showing depth of soil strata (b)Sub soil water table (c)Porable maximum and different settlement (d)safe bearing capacity based on shear and settlement criteria (e)Recommendation for type and depth of buildings(f)Site plan building wise RL ofbuildings(g)Note 1 :- (a)Bore log chart showing depth of soil strata(b)Sub soil water table(c)Porable maximum and different settlement(d)safe bearing capacity based on shear and settlement criteria(e)Recommendation for type and depth of buildings (f)Site plan building wise RL ofbuildings (g)Bearing capacity and depth of Fdn wrt FFL/Fixed bench mark . (h) SBC should be worked out for the footings of size 1.5mx1.5m, 1.5mx2.5m, 2mx2.5m, 2mx3m.Note 2 :- (a) The location of bldg/bores shall be given by GE(b)The soil report shall be in 3 parts(i)Field Operations(ii) Lab testing and sub soil properties(iii)Fdn consideration and recommendation for single, double & three story bldg (isolated footing, combined footing, raft foundation & pile foundation (c)Value of modulus of soil sub grade reactionfor each location. The report shall be submitted in quintuplicate tothis office. 15 Note 3 :-(a) The soil Investigation activity of each bore hole will be recorded photographically.(b) Soft copy (CD) containing folder-wise photographs and videos of soil investigation activity for each bore hole should be included.(c) Each report should include signatures and name of the JE-in-Charge who supervised on ground, concered AGE(I)/ GE on the recommendation page.(d)Recommendation for filling under floors. 16 (iv) Preparation of Arch Drgs and Structural design for construction of Baffle range at GRRC Lansdowne - 01 Job Note :-(a) Layout paln ,Arch drgs and STR design should be as per scope of workattachedas Appx A(b)Parameter of design and Consultancy shall be as perTBRL Baffle range Manual 2020 . 17 (v) Preparation of Detailed project Report ,detailed estimates, Yardsticks of respective buildings (stage wise) & working out detailed Qty of Cement, Steel & Other than Cement & Steel items as per Total Scope of Work as covered under building work, Internal / External Services & Non SSR Items under BOQ of respective buildings based on Architectural, Structural & TD Drawings following buildings based on Arch drawings as per scope of work attached asAppx A andas perTBRL Baffle range Manual 2020 Notes :-Only Transfer of Technologies (TOT) holders authorised by TBRL Chandigarh will be eligible bidders in this bid. The Authority letter issued by TBRL Chanidgarh should be part of mandatory documents to be produced by bidders.
Contract Date: Mar 17, 2026 Contract Value : ₹ 48.75 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttarakhand View Result →
45.
Power #9477425 Technical Bid
Tender For Preliminary Survey of route for connectivity of lines from 220 KV S/S Bapudham to 132 KV S/S BSR-II , 132 KV S/S DPH & 132 KV S/S Lalkuan along with survey of Lilo of 132 KV PV-BSR-II at 132 KV S/S Lalkuan. - Survey including preparation of schedule of materials, marking of locations (Route Length), GPS Survey of Line with co-ordinates of each tower (The length of line shall be authenticatedbyGPSSurvey).This work includes-A.Google Root Map,B.Tower and Line Profile,C.Tower Schedule &D.Tower/LineSLDWork includes submission of report in 02 copies in divisional office. Aftersurvey,SoilInvestigation(All KindofSoil)ofeachproposedtower foundation(approx.04No.)and submissionofreportin02copiesin divisional office.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Uttar Pradesh View Result →
46.
Housing Urban and Rular Development #9443236 Technical Bid
Tender For Construction Of Chakrateertha Kund Complex And Other Truism Development Work At Naimisharanaya, District- Sitapur (U.P.), 1 Construction of Chakrateertha Kund Complex and Other Truism Development work at Naimisharanaya, District- Sitapur (U.P.) 2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil 3 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil l (1.5m to 3.0m) 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 6 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/Lindane E.C. 20% with 1% concentration 7 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 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 derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 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. 10 Centring and shuttering including strutting,propping etc. and removal of form for 11 Foundations, footings, bases of columns etc. for mass concrete. 12 Suspended floors, roots, landings, balcnies and access platform. 13 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 14 Columns,Pillars, Piers, Abutments, Posts and Struts 15 Stairs,(excluding landings) except spiral-staircaces. 16 Weather shade,Chajjas, corbels etc. including edges 17 Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of deshutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roots, laning, beams and balconies (Plan area to be measured) 18 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 19 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. Concrete of M25 grade with minimum cement contant of 330 kg/cum All works upto plinth level 20 Concrete of M25 grade with minimum cement content of 330 kg /cum 21 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall conform to ASTM 6063). Floor Joint of 100 mm gap 22 Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063). Wall Joint of 100 mm gap 23 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall conform to ASTM 6063). Roof Joint of 100 mm gap 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 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) 27 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 28 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 stone slab of colour black, Cherry/Ruby red 29 Area of slab upto 0.50 sqm 30 Area of Slab over 0.50sqm 31 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. 32 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 33 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 34 Providing and fixing 12 mm toughened glass partition with neccessary fittings and Applying clear silicon on joints complete in all respect. 35 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 36 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edge 37 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square. 38 Float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 39 Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick 40 Providing and fixing Single Glazing 6mm thick ET 125 series (Saint Gobain)toughened glass complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor = 0.45, U-Value = (W/sq.m-K) 5.7W /M2K, Visible light transmittance = 0.30) 41 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 42 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortice lock with key cylinder fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 43 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 300 mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 44 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 45 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 46 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 47 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.. 48 Providing and fixing approved brand and manufacture SS 304 grade Top & Bottom Patch fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 49 Providing and fixing approved brand and manufacture SS 304 grade H type 900mm Pull Handle with 32mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 50 Providing and fixing approved brand and manufacture SS 304 grade Center Patch Lock wih Cylinder complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 51 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness 52 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 53 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube 54 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 55 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Fastener with threaded dia 10 mm 56 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backingfilled 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) : White sand stone - exposed face fine dressed with rough backing 30 mm thick 57 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. 58 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 59 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 60 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. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 61 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm 62 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 (1cement: 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 63 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately) Size of Tile 600x600 mm 64 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. 65 Providing and laying 18 mm thick leather finish steel grey granite stone flooring in required design and patterns, in linear as well as curvilinear portions in building flooring, footpath etc. all complete as per the architectural drawings with 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. 66 Providing and fixing machine cut, mirror/ eggshell 18mm thick leather finish steel grey granite stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 67 Applying breathable, non-reactive,antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 68 Supply, fabricating, transporting, hoisting and fixing in position good quality durable Mirzapur sand stone/ any other type of sand stone in various elements for all level all height.Stone shall be free from cracks, lines, stains, white spots of efflorescence and even in shade for each elements. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with differant process ofi.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The drawings provided are vary preliminary and amount of carving will be more then what is shown on the drawings. 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, 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. 69 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. White sand stone 70 Providing and laying Laminate wooden flooring (Grade AC4, 8 mm thick Ambience Premium-AC4 ), having a good backing layer made up of plastic laminate or melamine as specified by the manufacturer and approved by Engineer-incharge. 71 Providing and fixing 40mm thick cladding comprising of Wooden framework using 25mx50mm sections at a maximum spacing of 600mm in any one direction (including adding members as required) covered with12mm thick BWP ply layered with 4mm thk. veneer on one sidepasted and pressed with adhesive to give a uniform and smooth finish, including4mm thk. S.S. strip framework on all sides of veneer panels with wooden member surround, top moldings / margins, melamine polish etc. to finish the thickness, as shown complete in drawing. All members / ply etc. shall be treated with anti-termite solution as per norms. No extra shall be paid for making of openings, door / window frames and for making provisions for electric conduits. etc. all complete as per direction of Engineer-in-charge. 72 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 73 Providing and fixing Granite stone gang saw cut (polished and machine cut) of thickness 18mm for wall lining, backing filled with a grout of average 12mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar with an admixture of pigment to match the granite shadeetc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 74 12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) 75 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) 76 6 mm cement plaster to ceiling of mix : 1:3(1 cement: 3 coarse sand) 77 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 78 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. 79 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 80 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 81 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two or more coats on new work 82 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 83 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 84 Two or more coats on new work 85 Melamine polishing on wood work (one or more coat) 86 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 size 25 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 channel with 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 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 manufacturer’s 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, specification and direction of the Engineer in Charge but excluding the cost of painting with : 87 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) 88 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 89 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminum (minimum thickness of powder coating 50 micron) 90 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminum (minimum thickness of powder coating 50 micron) 91 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600 Upto 10 mm depth and 10 mm width 92 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 93 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 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. (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 94 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. 95 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 96 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. without disturbing the other structural elements. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 97 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. without disturbing the other structural elements such as column, beams & slab. 98 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.In cement mortar 99 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. 100 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 101 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 102 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 103 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. 104 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 105 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. 106 Supplying and stacking at site dump manure screening by 4.75 mm sievefrom approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 107 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 includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost ofmanure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep 108 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 109 Providing 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. 110 Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 111 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPEbag as per direction of the officer-in-charge. 112 Providing and displaying of Dracaena margineta plant, having ht. 30 cm to 45 cm with colorful leaves, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 113 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e lawn trees,shrubs, hedge, flower beds,foliages,creepers etc including hoeing, weeding pruning replacement of plants, gap filling, watering,mowing of lawn,grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecting sites,pesticide and fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office in charge. (cost of good earth,menure, fertilizers, insecticide , pesticide,lawn mover and brush cutter with fuel will be provided by the department and other T/P material/articles shall be provided by the contractor. Open spaces (1Mali for 3.00 Acre). 114 Providing and fixing watercloset squatting pan (Indian type WC pan) with 100mm sand cast Iron P or S Trap, including wall hung cistern & installation kit with duel flush fitting (2.0/4.0 lts. per flushing), conforming to IS 7231, with all fittings & fixtures complete including cutting and making good the walls and floors wherever required.( MAKE-1 : JAQUAR, MODEL NO. INDIAN WC : ECS-WHT-453LE & CISTERN : WHC-WHT-184BTTG OREQUIVALENT.) White vitreous china Orissa pattern WC pan of size 415 x 515 x 255mm . 115 Providing and fixing white vitreouschina extended wall mountedwater closet of size 350 X 545 X 380mm of approved shape including providing and fixingof concealed cistern with duel flush fitting (2.0/4.0 lts. per flushing), including sheet cover, and cistern fittings, nut bolt gasket,chair etc complete. ( MAKE-1: JAQUAR, MODEL NO. WALL MOUNTED WC : FLS-WHT-5953 & CISTERN & FACE PLATE :JCS-WHT-2400SG & JCP-CHR-152415 OREQUIVALENT.) 116 Providing and fixing white vitreous china flat back half stall urinal of size 370 x 315 x 620mm with urinal valve auto closing system (0.75 lts. per flushing) 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 :. ( MAKE-1: JAQUAR, MODEL NO. URINAL : URS-WHT-132530 & URINAL VALVE AUTO CLOSING :PRS-CHR-077G OREQUIVALENT.) 117 Providing and fixing white vitreous china Oval shaped wash basin for top/under counter mounting with15 mm C.P. brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls whereever required. ( MAKE-1: JAQUAR, MODEL NO. WASH BASIN : FSS-WHT-29601 & BASIN MIXER :FLR-CHR-5001BG & WASTE COUPLING : ALD-CHR-705 OREQUIVALENT.) White Vitreous China Oval shaped Wash basin size 545 x 545 x 180mm with 15mm CP Brass single hole basin mixer with flow rate 2.5 litre per minute at 3 bar . 118 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 requiredKitchen sink with drain board 119 510x1040 mm bowl depth 250 mm 120 Providing and fixing hand shower (Health faucet)with 1.2mtr long with 8mm dia Easy Flex Tube with wall hook and flow restrictor withflow rate 6 litre per minute at 3 bar in chrome finish and wall hook. ( MAKE-1: JAQUAR, MODEL NO. HEALTH FAUCET : ALD-CHR-573GA OREQUIVALENT.) 121 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. ( MAKE-1: JAQUAR, MODEL NO. BOTTLE TRAP : ALD-CHR-769L300X190 OREQUIVALENT.) 122 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge. For physically handicap person consisting of; 123 Wall mounted WC Pan-01 no. withbuilt in Jet of Cera CAT no.S1046105 124 Concealed Cistern Cistern-01 no.of Cera CAT no. B1110108 & Knob B1120118 125 Soft Close Seat Cover -01 no of Cera CAT no.B1520106 126 Wall hung Wash Basin -01 no of Cera CAT no.S2040147 127 Spatula Single leverCera CAT no F9030451 128 Wall mounted Grab bar 600 mm long - 2 nos of Cera CAT no.B2210106 129 Wall mounted Hinged hand rail 750 x 100-01 no Cera CAT no B2210108 130 Bottle Trap Cera CAT no F8060403 131 Waste Coupling Cera CAT no F8050101 132 Stainless soap dish Cera CAT no F5007106 133 Tissue paper holder Cera CAT no F5007110 134 Providing & fixing PVC waste pipe for sink including PVC waste fitting Complete40mm Dia 135 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. 136 Providing & fixing toilet paper holder C.P. brass 137 Providing and fixingof fully automatic NO TOUCH durable & shock proof hand drier of approved make & manufacture suitable to operate on 220 volts, single phase 50 hz, A.C. power supply, 1500 Wattand directly plugged to power point complete in ABS plastic body having drying time 20-30 seconds complete as per direction of Engineer in Charge. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge. 138 Providing, Fixing of CP brass Towel Rack 600mm long without hanger with 3 hooks and CP brass screws complete as required. 139 Providing & fixing glass urinal partition of Height: 900mm,Width: 450mm &Frosted Safety Glass: 8 mm with fixed with expandable anchor fasteners with C.P. brass bolts and washers, embedded in wall with anchor and set in cement concrete complete including cutting and making good the walls wherever required. 140 Providing and fixing soil waste and vent pipesHubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 75 mm dia. 141 Providing and fixing M.S. holder-bat clamps of approved design to sand cast iron/ centrifugally cast iron(spun) pipes embedded in and including cement concrete blocks 10x 10 x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls, etc. 142 For 100mm dia pipe 143 Providing and fixing bend of required degree with access door insertion rubber washer 3mm thick, bolts and nuts complete 144 100 mm dia 145 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 146 75 mm dia 147 Providing and fixing plain bend of required degree: 148 100 mm dia 149 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 150 75 mm dia 151 100 mm 152 SS 304 grade coupling with EPDM rubber gasket 153 75 mm 154 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipe of diameter: 155 100mm 156 Providing and fixing trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent, arm complete, including cost of cutting and making good the walls and floors. 100mm inlet and 100mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 157 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. 158 Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) 159 Total bracket length 810 mm of approved shape and design (for two 100 mm dia pipes) 160 Providing & fixing Nickel Chromium Platedliquid soap container/ dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. ( MAKE-1 : JAQUAR, MODEL NO. - ACN-CHR-1137N OR EQUIVALENT. 161 Providing, Fixing of CP brass Towel Ring with CP brass wall brackets and providing & fixing CP brass screws complete as required. ( MAKE-1: JAQUAR, MODEL NO. TOWEL RING : ACN-CHR-1121N OREQUIVALENT.) 162 Providing & fixing soap dish holder of approved design.( MAKE-1: JAQUAR, MODEL NO. SOAP DISH : ACN-CHR-1131N OREQUIVALENT.) 163 Providing and fixing white vitreous china Oval shaped wash basin for top/under counter mounting with 15 mm C.P. brass pillar tap of auto closing type of approved quality and make with, including painting of fittings and brackets, cutting and making good the walls whereever required. ( MAKE-1: JAQUAR, MODEL NO. WASH BASIN : FSS-WHT-29601 & PILLAR TAP :PRS-031G & WASTE COUPLING : ALD-CHR-705 OREQUIVALENT.) 164 White Vitreous China Oval shaped Wash basin size 545 x 545 x 180mm with 15 mm C.P. brass pillar tap auto closing type of approved make with flow rate 2.5 litre per minute at 3 bar . 165 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. ( MAKE-1: JAQUAR, MODEL NO. SINK MIXER : FLR-CHR-5163GD OREQUIVALENT.) 166 Providing , Fixing of CP Brass Shower Mixer with provision of overhead shower with 115mm long bend pipe, in built spout, spout/shower selector with flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. ( MAKE-1: JAQUAR, MODEL NO. SHOWER MIXER : FLR-CHR-5273UPRGD OREQUIVALENT.) 167 Providing,Fixing wall mounted Double Coat hookon door complete. ( MAKE-1: JAQUAR, MODEL NO. COAT HOOK : AKP-CHR-35761P OREQUIVALENT.) 168 Providing & fixing wall mounted 300mm Long SS Grab Bar including cutting & making good the walls. ( MAKE-1: JAQUAR, MODEL NO. GRAB BAR : AKP-CHR-35701PS OREQUIVALENT.) 169 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. ( MAKE-1: JAQUAR, MODEL NO. 2 WAY BIB COCK : FLR-CHR-5041NG OREQUIVALENT.) 170 Providibng and fixing straight type Macfit single body push fit type WC pan connector with factory supplied spring loaded seal guard of McAlpine, UK with integral single mould sealing fins made of flexible EVA body, including bush/adaptor for use with C.I. Pipe as supplied with the pan connector. 171 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing complete as required. (MAKE-ModiGuard Sparkle Mirror ) 172 Providing & fixing 100mm x 50mm G.I. waste with reducing elbow & nipple cutting chases, the floor / slab, repairs complete as required and connection to GI / CI waste pipe. 173 Providing and fixing cast brass Floor cleanout plug with suitable insert keys for opening in brass cap, male threaded joint/reducer with G.I. socket caulked to Pipe/fittings of CI pipe including cost of lead joints etc. complete in all respect.100 mm dia 174 Providing and fixing GI inlet fitting with maximum 3 inlets 32,40 or 50 mm size fabricated from 100 dia GI pipes andsockets,fixed to C.I. trap with Drip Seal joint and set in cement concrete as per standard drawing complete as directed by Engineer-incharge. 175 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge.Circular Type 125 mm nominal dia with 25 mm waste hole 176 Providing, Installing & fixing storage type water heater of approved shade with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 177 Capacity 15 litres size 448X448X345mm ( MAKE-1: JAQUAR, MODEL NO. GEYSER : ELENA OREQUIVALENT.) 178 Capacity 35 litres size 875X400mm ( MAKE-1: JAQUAR, MODEL NO. GEYSER : VERSA HORIZONTAL MANUAL OREQUIVALENT.) 179 Supplying fitting and fixing Ajoy Flowguard CPVC (Chlorinated Polyvinyl Chloride) pipes having thermal stability for hot and cold water supply including all CPVC Plain and bruss threaded fitting including clamps at 1.00 m spacing including joining of pipes and fitting with one step CPVC solvent cement and testing of joints complete at all levels as directed and spcified (In Terrace & Shaft- Hot Water Supply) 180 (Note: Ball Valve and union will be charged extra and does not comes under Accessories) In internal Wall - Exposed on Wall 181 20 mm OD 182 25 mm OD 183 32mm OD 184 40 mm OD 185 Providing and fixing GI pipes(IS:1239 Heavy Class) complete with GI fittings and clamps, i/c cutting and making good the walls etc.(In Terrace & Shaft- Cold & Flushing Water Supply) 186 Internal work - Exposed on Wall 187 25 mm nominal bore 188 32 mm nominal bore 189 50 mm nominal bore 190 Providing and fixing G.I. pipes(IS:1239 Heavy Class) complete with G.I. fittings including trenching and refilling etc.(For External Riser Pipe) 191 External Work 192 25mm nominalnominal bore 193 32mm nominalnominal bore 194 40mm nominalnominal bore 195 50mm nominalnominal bore 196 65 mm nominal nominal bore 197 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 : 25 to 40 mm nominal bore 198 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 199 25mm nominal bore 200 32mm nominal bore 201 50mm nominal bore 202 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 203 20 mm nominal bore 204 25mm nominal bore 205 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with brass unions : 45 cm length 206 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 207 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 208 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 209 25mm diameter pipe 210 32mm diameter pipe 211 50mm diameter pipe 212 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. 213 25mm diameter pipe 214 32mm diameter pipe 215 40mm diameter pipe 216 50mm diameter pipe 217 65mm diameter pipe 218 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 219 25mm diameter pipe 220 32mm diameter pipe 221 40mm diameter pipe 222 50 mm diameter pipe 223 65 mm diameter pipe 224 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 225 15 mm nominal bore 226 20 mm nominal bore 227 25 mm nominal bore 228 32 mm nominal bore 229 40 mm nominal bore 230 50 mm nominal bore 231 65 mm nominal bore 232 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. 233 Providing and fixing C.P. brass Short body bib cock of approved quality conforming to IS:8931 with flow rate 2.5 litre per minute at 3 bar: (MAKE-1: JAQUAR, MODEL NO. SHORT BODY BIB COCK : FLR-CHR-5037NG OREQUIVALENT.) 15mm nominal bore 234 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms with flow rate 2.5 litre per minute at 3 bar. (MAKE-1: JAQUAR, MODEL NO. LONG BODY BIB COCK : FLR-CHR-5047NG OREQUIVALENT.) 15mm nominal bore 235 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. (MAKE-1: JAQUAR, MODEL NO. ANGLE VALVE : AQT-CHR-3057 OREQUIVALENT.) 236 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 237 50 mm dia 238 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 239 Internal work - Exposed on Wall 240 65 mm diameter pipe 241 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work. 242 65 mm diameter pipe 243 Butterfly valve (manual) with C.I bodySS disc nitrile sheet & O ring & PN 16 Pressure rating as specified 100 mm nominal bore 244 65mm dia. 245 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 16 rating as specified. 246 65mm dia. 247 Providing, laying and joining in position HDPE pipes with slipon flange, High density Poly Ethylene pipe and conforming to I.S. 4984-1995 of required grade / class, 16kg/sq.cm pressure and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. 248 110 mm dia. (OD) (16.0 kgf/sq cm.) 249 160 mm dia. (OD) (16.0 kgf/sq cm.) 250 Providing and fixing motorised butterfly valve with Control Panel & Float Type Magnetic Level Sensors suitable for 220-230 volts AC to operate valve when water level is low in tanks and to close when water level is high in water tanks including necessary cables, conduits, upto junction box (upto 6 mt qty approx.) etc., complete. 32 mm dia 251 Supply installation, testing and commissioning of self-contained Drinking water cooler with inbuilt RO confirming to IS: 1475 with amendment no. 1 to 7, suitable for operation on 230 volts ± 10%, 50 Hz, single phase A.C. supply. The two tank inbuilt (hot & cold) and body casing of the water cooler shall be made out of stainless steel. The water cooler will be of following capacities with two numbers faucets / stop cocks (1 no Normal water & 1 no of hot water): Nominal Storage Capacity - 40 Ltrs. Hot water Storage Capacity - 40 Ltrs. 252 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: 253 200 mm diameter S.W. pipe 254 250 mm diameter S.W. pipe 255 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 256 200 mm diameter S.W. pipe / RCC pipe 257 250 mm diameter S.W. pipe / RCC pipe 258 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 : 180 x 150mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 259 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 : 260 300mm dia RCC pipe 261 450mm dia RCC pipe 262 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 263 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions total weight of cover and frame to be not less than 38 Kg. ( weight of cover 23 Kg. and weight of frame 15 Kg.), with FPS bricks with class designation 7.5 264 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 265 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 Extra for depth for manholes: Size 90 x 80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 268 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread 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. 269 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter 270 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 271 Excavating trenches of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,depth upto 1.5m including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. All kinds of soil Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 272 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: Ordinary rock Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 273 Hard rock (requiring blasting) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 274 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 275 Ordinary Rock 276 Hard Rock(requiring blasting) 277 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 278 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). 279 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 400 mm dia. 280 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 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. 200 mm nominal size dia. 281 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. 200 mm nominal size dia. 282 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. 283 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. 284 Providing and fixing suitable size threaded mild steel cap/shoe or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 285 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. 200 mm clamp. 286 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 287 Butterfly valve (manual) with C.I bodySS disc nitrile sheet & O ring & PN 16 Pressure rating as specified. 80 mm dia. 288 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 16 rating as specified. 289 80 mm dia. 290 Providing and fixing 80mm dia GI pipes to IS:1239 heavy class with fittings. 291 Supply, Lowering, installation & testing of KSB make submersible pumping set with 10 HP motor 18 stage pump suitable for maximum capacity of 20 m3 hr. at 100 mtr. Head respectively. With Three Phase. 292 Providing & fixing cable 6 sq.mm. From submersible pump to panel board. 293 Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired and made out of 16/18 SWG sheet. 294 Earth work in excavation by mechanical means (Hydraulicexcavator) / manualmeansoverareas(exceeding30cmindepth.1.5minwidthas well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 295 All kinds of soil 296 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 297 Extraforeveryadditionalliftof1.5morpartthereofinexcavation /banking excavated or stacked materials. 298 All kinds of soil 299 Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shttering - All work up to plinth level 300 1:4:8(1Cement:4coarsesand:8gradedstoneaggregate40mm nominal size) 301 Centering & shuttering including strutting, propping etc. and removal ofform work for: 302 Foundations, footings, bases of columns etc. for mass concrete. 303 Lintels, beams, plinth beams, girders, bressumers and cantilevers 304 Suspended floors, roofs, landings, balconies and access platform. 305 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 306 SteelreinforcementforR.C.C.workincludingstraightening,cutting,bending, placing in position and binding all complete upto plinth level. 307 Thermo-Mechanically Treated bars. 308 Providingandlayinginpositionmachinebatchedandmachinemixed design mix M-25 grade cement concrete for reinforced cement concrete work,usingcementcontentasperapproveddesignmix,including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishingandreinforcement,includingadmixturesin recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improveworkabilitywithoutimpairingstrengthanddurability as per direction of Engineer-in-charge. 309 All works upto plinth level 310 6mmcementplaster1:3(1cement:3finesand)onceiling/R.C.C. Beams etc. 311 Neat cement punning. 312 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 313 Providingandlayingnon-pressureNP2class(lightduty)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 : 314 150 mm dia. R.C.C. pipe 315 Providing and fixing soil, waste and vent pipes 316 100 mm dia 317 Sand cast iron S&S pipe as per IS: 1729 318 Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 3989 319 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786,havingminimumcrosssectionas23mmx25mmandoverall minimum length 263 mm and width as 165 mm with minimum 112 mm spacebetweenprotrudedlegshaving2mmtreadontopsurfaceby ribbing or chequering besides necessary and adequate anchoring projectionsontaillengthon138mmasperstandarddrawingand suitabletowithstandthebendtestandchemicalresistancetestasper specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cmcementconcreteblock1:3:6(1cement:3coarsesand:6graded stone aggregate 20 mm nominal size) complete as per design. 320 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 321 Rectangular shape 600x450 mm internal dimensions 322 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 323 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 324 Constructingsoakpit1.20x1.20x1.20mfilledwithbrickbatsincluding S.W.drainpipe100mmdiameterand1.20mlongcompleteasper standard design. 325 Constructingbrickmasonrycircularmanhole1.22minternaldiaatbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand)insidecementplaster12mmthickwithcementmortar1:3(1 cement:3coarsesand)finishedwithafloatingcoatofneatcement foundationconcrete1:3:6(1cement:3coarsesand:6gradedstone aggregate 40 mm nominal size) and making necessary channel in cement concrete1:2:4(1cement:2coarsesand:4gradedstoneaggregate20 mmnominalsize)finishedwithafloatingcoatofneatcement,all complete as per standard design : 326 1.68mdeepwithSFRCCoverandframe(heavydutyHD-20gradedesignation)560mminternaldiameterconformingtoI.S.12592,total weightofcoverandframetobenot lessthan 182kg. fixedin cement concrete1:2:4(1cement:2coarsesand:4gradedstoneaggregate20 mmnominalsize)includingcentering,shutteringallcomplete. (Excavation,footrestsand12mmthickcementplasterattheexternal surface shall be paid for separately) : 327 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 328 Extradepthforcirculartypemanhole1.22minternaldia(atbottom)beyond 1.68 m to 2.29 m : 329 With common burnt clay F.P.S. (non modular) bricks of class designation7.5 330 Excavatingtrenchesofrequiredwidthforpipes,cable,etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soilasrequired,inlayersnotexceeding20cmindepthincluding consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 331 All kinds of soil 332 Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia. 333 Providing, layingandjointingglazed stone warepipes grade class SP-1with stiffmixtureofcementmortarin theproportionof1:1 (1cement :1 fine sand) including testing of joints etc complete. 150 mm diameter 334 Providingandlayingcementconcrete 1 : 5 : 10 (1 cement : 5 coarsesand : 10 gradded stoneaggregate40 mm nominal size) alround S.W. Pipesincludingbed concrete as per standard design. 150 mm diameter S.W.Pipe 335 Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m. All kind of soil 336 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials 337 All kinds of soil 338 Qty for 1.5-3.0 M depth RWH & Desilt Chamber 339 Qty for 3.0-4.5 M depth RWH-Rate 2 Times 340 Qty for 4.5-5.75M depth-RWH -Rate-3 Times 341 Providingorange color safety foot rest of minimum 6mm thickplasticencapsulated as per IS : 10910 on12mm dia steelbar conformingto IS :1786 having minimum cross section as 23mm x 25mm and over allminimum length 263mm andwidth as 165mmwith minimum 112mm space between protrude legshaving2mm tread on top surface by ribbing or chequering besides necessary andadequate anchoring projections on tail length on 138mmas per standard drawing and suitable to with dtand the bendtest andchemical resistancetest as per specifications and havingmanufacturespermanent identification make to be visible even afterfixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 342 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 343 12 mm cement plaster finished with a floating coat of neat cement of mix : 344 1:3 (1 cement: 3 fine sand) 345 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 346 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 347 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 348 Cement mortar 1:6 (1 cement :6 coarse sand) 349 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. 350 All types of soil 351 300 mm dia 352 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 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. 353 200 mm nominal size dia 354 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.200 mm nominal size dia 355 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 356 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. 357 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 358 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 359 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) 360 Centering and shuttering including strutting, propping etc. and removal of form for 361 Suspended floors, roofs, landings, balconies and access platform 362 Edges of slabs and breaks in floors and walls 363 Under 20 cm wide 364 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 365 TMTsteel bars 366 Providing, fixing, commissioing, testing and of open well submersible pump for each pump IP 58 protected electric enclosure comprising of 2 Nos. Electrical Driven Horizontal pumps with all accessories coupled to motor suitable for operation on 200-240 volts, 1 phase 2900 RPM. motor with SS 304 body all accessories such as NRVs, valves, common delivery header complete in all repsects. Pumps shall be suitable for 200-240volts 1 phase 50 Hz A.C supply & shall be having the following specifications. Moc of pump -Impeller- CI, csing - CI , shaft- SS 410. Delivery header including all GI pipes, CI valves, CI NRV, bourden type Pressure gauge & accessories complete. 367 All accessories for running two pumps with dry running protection etc. 368 FOR DOMESTIC TRANSFER PUMP 369 No. ofPumps: 2 (1 Working + 1 Stand by ) 370 Capacity:120 LPM 371 Head :30m 372 FOR GARDEN IRRIGATION PUMP 373 No. ofPumps: 2 (1 Working + 1 Stand by ) 374 Capacity:140 LPM 375 Head :30m 376 Submersible single stage single entry pumps with C.I.body and C.I. two vane enclosed type impeller connectedto TEFC submersible motor for 415 volts, 3 phase, 50 cycles including MCC panel with level controllers, auto control, sequential change over facility with one proper working at low level & two proper working at high level with an audible alarm including all interconnectivity cables, with both pumps connected to common outlet header including valves, non return valves, lifting chains etc. complete in all respect 377 SUBMERSIBLE UNDER GROUND FOR BOREWELL 378 No. ofPumps: 1 (1 Working ) 379 Capacity:160 LPM 380 Head :60 m 381 SUBMERSIBLE UNDER GROUND FOR BOREWELL 382 No. ofPumps: 1 (1 Working ) 383 Capacity:160 LPM 384 Head :60 m 385 Supply installation testing and commissioning of filtration plant for kund cap. 50cum/hr. including pumps, filters, piping , valves and pumps complete in all respect. 386 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, up to 90 metre depth below ground level. 387 All Types of Soil 388 300mm dia 389 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. All Types of Soil 300mm dia 390 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 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. 391 200 mm nominal size dia 392 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. 393 200 mm nominal size dia 394 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. 395 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. 396 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: 200 mm dia 397 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. 200 mm clamp. 398 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 399 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 steel conduit with modular switch modular plate suitable GI box and earthingthe point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc.as required. 400 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 401 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steelconduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 402 Wiring for power plug points with 2 x 4 sq.mm. FRLS PVC insulated, Cu. Conductor, single core cable in surface/ recessed steel conduit along with 1 No. 4 sq.mm. FRLS PVC insulated copper conductor single core cable for loop earthing as required. 403 Wiring for light plug points / power plug points with 4 x 4 sq.mm. FRLS PVC insulated, Cu. Conductor, single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq.mm. FRLS PVC insulated copper conductor single core cable for loop earthing as required. 404 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 405 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 406 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire 407 2x10 sq. mm + 1x6 sq. mm earth wire 408 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 409 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. 410 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 411 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. 412 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 413 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. 414 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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 415 Supplying and fixing brass batten/ angle holder including connection etc. as required. 416 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 417 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm 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 of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 418 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm 419 SITC of Input power : 20W LED, compact and minimilist surface mounted designed for ceiling & pendant mount. Beam angle 110°(Fixed). Luminaire made of extruded anodised aluminium (grade 6063) of high corrosion resistance, polycarbonate end caps and non corrosive stainless steel fasteners. Polycarbonate diffuser. Protection class IP20. Available colour temperature 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. SDCM = 3 MacAdam. K-Lite LED module with expected service life of at least 50,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor>0.95, THD<10%, Surge protection 3KV. Luminaire dimension : 1200mm length x 43mm width x 52mm height. CE & BIS Certified. Inhouse NABL accredited lab.Make :- K-Lite /Ligman/ Unilamp 420 SITC of Input power : 18W led, ceiling mounted compact downlight. Beam angle 15° / 25° / 40°. Luminaire made of extruded aluminium, pressure die-cast aluminium alloy of high corrosion resistance and non corrosive stainless steel fasteners. Clear toughened glass of 4mm thickness. Gravity die cast aluminium plate for surface mounting on ceiling. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK07. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 100mm diameter x 150mm height. CE & BIS Certified. Inhouse NABL accredited lab. Make :- K-Lite /Ligman/ Unilamp 421 Supply, installation, testing & commissioning of 595mm/600mm mm long surface mounting type LED fitting with diffuser having a lumen output not less than 1100 lumens, CCT 4000K and LED efficacy better than 110 lumen/ watt with opal diffuser in polycarbonate complete with CRCA / Pressure Die Cast Aluminium Housing and life of 50K burning hours (L 70) at 30 deg , THD =10%, CRI better than 80 with inbuilt protection against short circuit, over voltage protection and surge protection of up to 2 KV including connections etc. as reqd. 422 Supplying and fixing of 250 mm sweep Exhaust fan with all accessories suitable for operation single phase 230 volt 50 cycle per second per sec. AC supply etc. as required. in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning earthing etc. as required. 423 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. 424 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) 425 6 way , Double door 426 12 way, Double door 427 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) 428 8 Way (4+24), Double Door 429 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 430 For 6 way, Double door SPN MCBDB 431 For 14 way, Double door SPN MCBDB 432 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface / recess, complete with testing and commissioning etc.as required. 433 For 8 way, Double door TPN MCBDB 434 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. Single pole 435 Supplying and fixing following rating, double pole, 240 volts, MCB complete with connections, testing and commissioning etc. as required. 436 25 Amp DP MCB 437 40 Amp DP MCB 438 Supplying and fixing of following rating, 240/415 volts, C curve, four pole miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp FP MCB 439 Supplying and fixing of following rating double pole (Single phase and neutral) 240 volts, residual current circuit breaker (RCCB), having a current sensivity current 100 miliampere in the existing MCB DB complete with connections, testing & commissioning etc. as required. 440 25 Amps 441 40 Amp 442 63 Amp 443 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 444 Design, Manufacturing, Supply, Installation, Testing & Commissioning of cubicle type totally enclosed free standing / Wall mounted type moisture, dust and vermin proof compartmentlized Floor Distribution Panel made out of 2.0 mm thick of Main members & front cover 1.6 mm thick CRCA sheet complete with internal wiring with suitablesize wires / cable, interconnection, painting complete as per specification & drawing. All the Multi Function Meter / KWH Meter shall be with RS 485 port / SCADA or BMS Connectivity. 445 The MCCB rating up to 250A shall have thermal megnatic based adjustable over current, short circuit protection and above 250A MCCB shall have microprocessor based adjustable over current, short circuit, earth fault protection. 446 All Main Distribution board / Sub Distribution board / Meter boards which are located inside various blocks shall be partially Type Tested assemblies (PTTA) as per conforming to IEC-61439-1 447 The Moulded Case Circuit Breaker shall have a minimum fault breaking capacity (Ics) of not less than 35 KA & 25KA RMS for one second at 415 volts for MDB / SDB respectively. MCCB‘s above 63A should be provided with Copper & procader terminals. Incomer of Meter Board shall have a minimum short circuit breaking capacity (Ics) of 25KA for one second at 415volt. 448 ELECTRICAL PANEL 449 INCOMING 450 1 No. 125 Amp FP Moulded Case Circuit Breaker. 451 1 Set of phase indicating lamps with MCB. 452 1 Set of ON/OFF indicating lamps with MCB. 453 1 No. Digital MFM with CTs. 454 BUSBAR 455 150 Amp TPNaluminium busbar with coloured heat shrinkable sleeve. 456 OUTGOING 457 9 Nos. 40 / 63 Amp TPN Miniature Circuit Breaker. 458 3 Nos. 25 / 40 Amp DP Miniature Circuit Breaker. 459 Panel described as above 460 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. 461 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. 462 Earthing with copper earth plate 600 mm X 600 mm X 3 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. 463 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 464 Providing and fixing 32 mm X 6 mm G.I. strip on surface or in recess for connections etc. as required. 465 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 466 Supplying following 1.1kV grade, heavy duty XLPE insulated PVC Sheathed Aluminum ConductorFRLS type armoured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete etc. as required. 467 3.5 core,50 sq.mm. 468 4 core,4 sq.mm. 469 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 470 Upto 35 sq. mm 471 Above 35 sq. mm and upto 95 sq. mm 472 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 473 3½ X 50 sq. mm (35mm) 474 4 X 10 sq. mm (25mm) (Also Used for 4 X 6 sq.mm) 475 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.63 mm dia 476 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. 100 mm width x 50 mm depth x 1.6 mm thickness 477 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.100 mm width x 50 mm depth x 1.6 mm thickness 478 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray “Tee” (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.100 mm width x 50 mm depth x 1.6 mm thickness 479 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 480 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 481 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 482 Extra for depth beyond 45 cm of brick masonry chamberFor 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 483 Extra for depth beyond 45 cm of brick masonry chamberFor 600x850 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 484 SITC ofIn-Ground 3000K, 4000K, 5700K 240Vac CRI >80 MacAdam step 3 Input power : 9W led DimensionØ173 x 220 mm Beam Angle : 40° (Tiltable 20°) Electronic driver ON/OFF CE and BIS, IP rating IP67 Die-Cast aluminium alloy housing (grade ADC12 with test certificate). 316 grade stainless steel front ring. Silicone seal gasket. SS fasteners. Mechanical resistance IK09. Pure polyester powder coated process : Acid treatment & pure polyester powder coating. ABS plastic installation housing for preparing the recess opening in ground. The luminaire are fixed in recess installation housing by stainless steel screws. Clear toughened glass diffuser with controlled upward light emission. Lamp fixed position This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >80%, power factor >0.90, THD <15%, Surge protection 2KV.Inhouse NABL accredited lab.Make :- K-Lite /Ligman/ Unilamp 485 SITC ofInput power : 18W,surface mounted compact spot light designed to provide directional light. Beam angle 15° / 25° / 40°. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive A2 stainless steel fasteners. Clear toughened glass of 4mm thickness. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Swivel range of 0° - 90°. Single cable entrance M10 cable gland. Protection class IP66. Mechanical resistance IK06. Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K, Colour rendering index (CRI)>80. SDCM-3 MacAdam. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Luminaire dimension : 160mm length x 100mm width x 154mm height. CE & BIS Certified. Inhouse NABL accredited lab Make :- K-Lite /Ligman/ Unilamp 486 SITC of Flexible LED Strip 3000K, 4000K, 6000K24Vdc CRI >80 MacAdam step 3 Input power : 12W led Dimension1000 x 12 mm Beam angle : 120° Electronic driver ON/OFF (External driver) CE and BIS, IP rating IP67. Copper coated flexible strip, Silicone moulded diffuser, End cap . Silicone moulded diffuser This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire >10,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, Surge protection 3KV.Inhouse NABL accredited lab. Make :- K-Lite /Ligman/ Unilamp 487 FEEDER PILLAR(OUTDOOR TYPE) 488 Design, Manufacturing, Supply, Receiving, Unloading, Shifting, installation, testing & commissioning of cubicle type totally enclosed free standing type moisture, dust, vermin & weather proofFloor Distribution Panel made out of 2.0 mm thick & front cover 1.6 mm thickCRCA sheet complete with followingequipments, includingdigital ammeter with inbuilt ammeter selector switch, digital voltmeter with inbuilt voltmeter selector switch, indicating lamps, CTs, internal wiring with suitablesize wires / cable, MS Angle stand for installation, RCC foundation, interconnection, painting complete as per specification & drawing. 489 INCOMING 490 1 No. 40 Amp FP Moulded Case Circuit Breaker. 491 1 No. 0 to 500 Volt digital voltmeter with inbuilt selector switch. 492 1 No. 40 Amp digital ammeter with inbuilt selector switch and CTs. 493 1 Set of phase indicating lamps with Single Pole MCB. 494 1 Set of ON / OFFindicating lamps with Single Pole MCB. 495 BUS BARS 496 100 Amp TPNaluminium busbar. 497 OUTGOING 498 1 Set 24 Hrs TSQ Timer 499 1 Set 40 Amp, TP Contactor & A/M switch and Push Button. 500 8 Nos. 20 Amp TP MCB, 10 KA breaking capacity. 501 Panel described as above 502 Supply, Installation, Testing & Commissioning of Cat 6A, 23 AWG (0.57 ? 0.03mm ) Bare Copper Solid Conductor UTP Unshielded LSZH Jacket, ANSI/TIA 568 C.2 Category 6A, Cable shall not have any kind of Non Metallic Barrier Tapeor Metallic Shield inside. Connectivity of Hub room to End Point. Approved Makes:Derwiser/Nexans/Siemon/Systimax 503 Supply, Installation, Testing & Commissioning of Category 6A RJ45 Unshielded Modular Jack, ISO/IEC 11801:2nd edition, EN 50173-1, ANSI/TIA/EIA 568-C.2 Category 6A, IEC 60603-7 (603-7), Universal 110 Impact Tool & Tooless (Both) Termination, Min. 500Mhz Bandwidth, Without Any OEM Proprietary Tool Termination for Data, Voice, & Wi-Fiat user end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 504 Supply, Installation, Testing & Commissioning of loaded 24 port CAT 6A UTP, Transparent shutter jack panel, 1U height, UL-94V-0, clear label marks and earthing plug for CAT6A cable termination at rack end. Approved Makes:Derwiser/Nexans/Siemon/Systimax 505 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,1 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 1 Mtr for rack side switch to jack panel connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 506 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,2 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 2 Mtr for rack side switch to end user connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 507 Supply, Installation, Testing & Commissioning of 1, 2 and 4 port Style (Square) Keystone-Type Shuttered Faceplates for I/O fixing at user side.Approved Makes:Derwiser/Nexans/Siemon/Systimax 508 Supply, Installation, Testing & Commissioning of 15Uwall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos. of hardware pkts. Approved Makes: Derwiser/MTS/Rittal/APC/APW 509 Supply, Installation, Testing & Commissioning of Cat 6A, 23 AWG (0.57 ? 0.03mm ) Bare Copper Solid Conductor UTP Unshielded LSZH Jacket, ANSI/TIA 568 C.2 Category 6A, Cable shall not have any kind of Non Metallic Barrier Tapeor Metallic Shield inside. Connectivity of Hub room to End Point. Approved Makes:Derwiser/Nexans/Siemon/Systimax 510 Supply, Installation, Testing & Commissioning of Category 6A RJ45 Unshielded Modular Jack, ISO/IEC 11801:2nd edition, EN 50173-1, ANSI/TIA/EIA 568-C.2 Category 6A, IEC 60603-7 (603-7), Universal 110 Impact Tool & Tooless (Both) Termination, Min. 500Mhz Bandwidth, Without Any OEM Proprietary Tool Termination for camera at user end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 511 Supply, Installation, Testing & Commissioning of loaded 24 port CAT 6A UTP, Transparent shutter jack panel, 1U height, UL-94V-0, clear label marks and earthing plug for CAT6A cable termination at rack end.Approved Makes:Derwiser/Nexans/Siemon/Systimax 512 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,1 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 1 Mtr for rack side switch to jack panel connectivity. Approved Makes:Derwiser/Nexans/Siemon/Systimax 513 Supply, Installation, Testing & Commissioning of Cat6A Patch Cord UTP Unshielded LSZH 24AWG Patch Cord, Diameter < 6.2mm,2 Meter, Operating Temperature -20 to +60 Deg C. Patch cord 2 Mtr for rack side switch to end user connectivity.Approved Makes:Derwiser/Nexans/Siemon/Systimax 514 Supply, Installation, Testing & Commissioning of 1, 2 and 4 port Style (Square) Keystone-Type Shuttered Faceplates for I/O fixing at user side.Approved Makes:Derwiser/Nexans/Siemon/Systimax 515 Supply, Installation, Testing & Commissioning of L2+ managed industrial PoE fiber switch with 24*10/100/1000M RJ45 ports and 4*1//10G SFP slot ports, Port 1-24 can support IEEE802.3af/at PoE.Switching capaticy of128Gbps, forwarding Rate 95.23 Mpps, having24 x 10/100/1000BASE-T PoE-plus(RJ45) with maximum PoE output power is 400W, 1 RS232 Console port.32K MAC address. Should have Static Routing ,system logging, Telnet, SSH, SNMP, Network Time Protocol (NTP),and IPv6 features from day 1, Security Feature: Port Isolation, VLAN, MAC, Spanning tree, Multicast, DDM, ACL, QoS: 802.1p (COS), DSCP, SP, WRR, Classification based on source IP, destination IP, and port number etc.Approved Make :Cisco/ Impulse / Juniper / Nexxus 516 Supply, Installation, Testing and Commissioning of Workstation PC: Intel(R) Core(TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1x8GB) Non-ECC DDR3 1600MHz ; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5 SATA 6Gb/s Hard Drive; Operating system: Windows 10 Professional 64 Bit or latest.Approved Makes: HP / DELL / IBM / LENOVO 517 Supply, Installation, Testing & Commissioning of 8TB Surviellance Hard Disk. Approved Makes: WD /segate /Toshiba/HP 518 Supply, Installation, Testing and Commissioning of Full HD 55 LED Professional Display Panel.Approved Makes: Panasonic / LG/ Sony/ Samsung 519 Supply, Installation, Testing & Commissioning of Pure IP at core server Based voice solution with04 Port Voicemail ,04 Port FXS ,04 Port FXO ,1 PRI Trunk lines (30 Ch) Circuit with CLIP Facility ,28 IP users License ,01 Nos. IP Operator Console, 100 Party Conference ,Speed Dial, Music on Hold , Internal/ External ring difference ,Call Barring, Call Pickup, TEC should be with GR Number, - Should Support Redundant server in active-Active mode.Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aeonix 520 Supply, Installation, Testing & Commissioning of Type 1 IP Phone 1 VoIP account , Full duplex speaker phone, IPV6, 2xLAN, PoE .Approved Makes: Tadiran/Arista /Polycom/Toshiba/ Aeonix 521 Supply, Installation, Testing & Commissioning of 24 Port PoE Access Switches with switching capaticy of 300 Gbps, forwarding performance 240 Mpps, having 24 x 10/100/1000BASE-T PoE-plus(RJ45) with minimum PoE budget of 720W and 4x 10G SFP+ uplink ports . Should support min 4GB internal DRAM, 8GB internal Flash memory, 64K MAC address, 8K Multicast Routes, Should have static Routes from day 1.Approved make - Cisco / Juniper /Impulse / Nexxus/Arista 522 Supply, installation, testing and commissioning of 5 MP Bulletcamera ,ONVIF profile S ,G & T . UL , CE , FCC Certified ,1/2.7” Progressive Scan CMOS , 3.6 mm fixed lens , Quad stream support,min illumination : Color 0.05lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : Shutter speed :1 / 5s ~ 1 / 100,000 s ,WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support up to 256GB, frame rate : Main stream should support 25 fps@5MP , Edge analytics : Customer Flow staistics,Cross Count Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection, Regional population statistics, SOD-Stationaary Object Detection. , In built IR LED , IR Distance upto 30 meters , IP 66 , POE. Approved Makes : Allgovision/ Impulse / Avigilon / Cisco/ Axis 523 Supply, installation, testing and commissioning of32 channel NVR , ONVIF compliant , recording bandwidth 640 Mbps , output interface 1 HDMI (up to 4K), 1 VGA, Alarm in/out : 16chin / 4chout , 1 X RJ45 ethernet , iOS smartphone support , 8 HDD support, each HDD slot support upto 8 TB HDD , 1x3.0 USBfor backup /upgrade , 2x 2.0 USB for mouse .Edge analytics of poposed cameras must be integrated with NVR .Artificial Intelligence Support having face recognition with compatible deep learning supported cameras, AI-Face registered quantity upto 10,000,A.I maximum captured quantity200,000. UL,CE,FCC certified. Approved Makes : Allgovision/ Impulse / Avigilon / Cisco/ Axis 524 GST Extra as applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
47.
Power #9387952 Technical Bid
Tender for Schedule Of Quantities And Prices For Survey And Assessment Of Feasibility For Modification Of Existing 2 Ph. Double Circuit Towers To 3-Ph Double Circuit Towers By Erecting Two Extra Cross Arms As Proposed By Railway For Construction Of 132 Kv 3-Ph D/C Transmission Line From Gss, Kendposi To New Tss At Kendposi Nit No. 508/Pr/Jusnl/2025-26 Tender Inviting Authority: General Manager, C&M (Nwbp), Jusnl, Ranchi Name Of Bidder Sl. No. Description Of Work Unit Qty. Rate (In Rs.) Total Amount (In Rs.) , Mobilization And Demobilization Of Team For Conducting Assessment. , Preparation Of Report Covering Following Details As Per Requirement Of Jusnl & Direction Of E/I. A. Tower Healthiness Certificate Preferably By Institution Like Cpri Or Authorised State Agency Or Nabl Accredited Labs. B. Minimum Residual Life Of Towers. C. Certificate Verifying Suitability Of Existing Structure For Reconductoring With Htls Conductors. , Complete Tower Condition Survey With Following Scope Of Work As Per Requirement Of Jusnl & Direction Of E/I. A. Visual Testing Of Tower Parts I.E. Leg Member, Bolts & Fittings Etc. B. Visual Inspection Of Foundation And Minor Digging. C. Environmental Aspects For Location I.E. Vegetation, Soil, Flooding Etc. D. Preparation Of Health Index Of Each Tower E. Electromagnetic Cover Meter Test F. Ultrasonic Testing G. Ndt Tests H. Half-Cell Potential Measurement Test For 1 Leg In Each Tower I. Polarisation Resistance Measurement, , Survey & Soil Investigation , Detailed Complete Suvey Works Including Preliminary Survey, Pfofiling Tower Spotting & Check Suvey, Submission Of Survey Sheets , Soil Investigation In All Kind Of Soil Except Hr & Fr. Grand Total 0.0 The Above Prices Are Inclusive Of Gst And All Other Government Levies As Applicable. We Agree To Abide By The Terms And Conditions Prescribed In The Bid Document By Jusnl.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Jharkhand View Result →
Jharkhand View Result →
Jammu And Kashmir View Result →
50.
Public Administrative Department #9305029 Technical Bid
Tender For Tax Assessment Of Municipal Council Ghugus-1.01 The Entire Property In The Common Area Within The Municipal Council Limits 1.02 Industrial / Other Entire Property ( Taxable Area ) In Industrial ( Midc ) Area Within Municipal Council Limits 2 Assigning A Unique Identification Number To All The Properties, Collecting All The Necessary Information In The Prescribed Format, Calculating The Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor-Wise Floor Area Of The Floor-Wise Floor Area Of Each Property, And Computerized Maps With The Help Of Autocad, Showing All The Necessary Information In The Prescribed Format. Preparation, Taking Digital Photos Of Each Property, Computerized Case Paper Of Property Survey By Printing Photos And Map With Information Of Old And New Properties, Preparing And Digitizing City Boundary Map For Commercial Area, High Residential Area Medium Residential Area, Low Residential Area Etc. Preparation Of Zone Map By Division Computerization Of All Work. 3 Development And Implementation Of Automated Taxation Commands For Dual Mode Taxation Including Capital Valuation, Demand Generation, Notice Generation, Online Objection Filing, Tax Bill Generation, All These Tasks 4 On The Basis Of All The Information Obtained In The Survey, Assist In Calculating The Taxable Value Or Capital Value Of The Property At The Prescribed Rate, Assist In Levying Tax At The Prescribed Rate, Prepare Special Notices, Prepare Assessment Registers, Prepare Tax Bills, Prepare Preliminary Assessment Lists. , Preparation Of Hearing Notices And Order Letters For All Inclusive Assessment Individual Cases, Preparation Of Notices To Be Served On Personal Property Holders, Recording The Decision On The Register After Hearing Objections To The Property, Cooperating With The Hearings And Preparing The Final Assessment List With Necessary Changes To Cooperate With The Municipal Council In All These Works. 5 Creating A Computerized Database Of Complete Information On The Process Of Tax Assessment, And Computerizing All The Information Of Each Property, Creating All Property Statements And Tax Assessment Statement Tables With Photos And Maps, All Relevant Information Being Available At One Click, Developing Online Payment Gateways For Online Tax Collection. Development And Implementation Of Automated Taxation Commands To Perform All Tasks Including Addition, Rapid Generation Of Online Transaction Reports, Dual Mode Taxation Of Taxation As Well As Capital Valuation. 6 Computerization Of Cfc ( Customer Convenience Center ) Municipal Counter Payments For Property Tax Department:- Providing Web Interface Application For Online Property Tax Payment For Quick Reference On Municipal Council Website For Online Property Tax Payment And Linking Property Tax Department Data. Through The Application The Property Owner Should Be Allowed To Search By The Respective Property Name, Property Number, Area Number, Plot Number And View The Link Update Information And Property Data From The Main Frame Software Application Of The Tax Department. 1. Visa, Mastercard, Credit Card, Bharat Bill Payment System, Wallet Payment, Pos Machine Integration 2. Debit Cards 3. Online Net Banking Accounts Or 4. Cash Card, To Have The Facility Of Payment Using Any Of These Methods. And Through It Generating Receipts, Having The Facility Of Sms And Email Alerts. Integrating Online Payment Gateway With Web Application Developed For E-Payment Of Property Tax. 7 For The Municipal Council Tax Department, For The Facility Of Departmental Bill Clerks ( Android Billing System ) To Provide Android Mobile / Tablet Based Property Tax Collection Compatible With The Preparation And Printing Of Tax Receipts And The Facility Of Generating Daily Property Tax Collection Report In The Required Format. 8 Nagar Parishad For Property Tax Collection ( Android Billing System ) Android Mobile / Tablet Device And Bluetooth Printer Etc. Provide And Train Tax Clerks In City Council Tax Department. ( Android Mobile / Tablet Device And Bluetooth Printer Together ) 9 To Assist The Municipal Council In The Entire Appeal Process ( As Per Section 169 And 170 ) , Appeal Hearing, Re-Examination, Correction And Update Of Taxable Value Or Capital Value, Levy Of Tax, Correction Of Tax Demand, Data Entry, Reprinting Of Documents , And Posting After Hearing, Preparation Of Final Demand Bill And Supply With Necessary Stationery, Supply Of Demand Register Binding. 10 Computerization Of All Arrears And Collections In The City Council Tax Department, Posting Of Bills, Posting Of Receipts, Annual Demand Payments, Preparation And Supply Of Demand Registers And Maintenance Of Computers ( Annual Maintenance Contract ) ( For Next 4 Years ) . ​
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
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