View Bid Results For Dry Density Tenders

We found 3251 Bid Results related to dry density tenders. You can find Contractor details who won dry density tenders along with contract details in Bid awards announcements section.

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Housing Urban and Rular Development #11483263 AOC

Tender For Miscellaneous Internal And External Repairs To All Buildings And All Premises Including Compound Wall, Watch Tower, Gates, Etc. While The Hon. President/Prime Minister/Governor Of Maharashtra Visit At Rajbhavan, Nagpur- 1 Machinepolishingtocement/marblemosaictiledflooringoranyothertypeofflooring including cleaning, washing, etc. complete. 2 Providing and applying washable oil-bound distemper of approvedcolour andshade to old andnewsurfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. 3 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc.complete. 4 Providing and applying plastic emulsion paint of approved quality, colour and shade to old andnewsurfacesintwocoatsincludingscaffolding,preparingthesurface.(excludingthe primer coat)etc. complete. 5 Providing and applying Royale Luxury Emulsion of approved make on internal wall surface asdetailedbelowScrappingforsurfacewithemerypaperandwipecleanforarea. wall primer withbrushby adding mineral turpentine oil by 8 to 10 % or water by 15 to 20% allowing to dryfor 6 to8 hoursAfter applying acrylic wall putty with appropriate prpportion of water of allow to dry for period of4to6hoursofactivity.Scrappingwithemerypaper andwipecleanApplying paints Royale Luxury emulsion 1st coat with brush water content water 40 to 45% or 65 to 70% by role Applying paints Royale luxury emulsion 2nd coat with brush with water content 40 to 45%or 65 to 70 % by roller. (With prior approval of S.E.) 6 Providingand applyingtwocoatsof exterioracraylicemulsion paintconfirmingto corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces includingcleaning,preparingtheplastersurface,applyingprimercoat,scaffoldingif necessary , and watering the surface for two days etc complete. 7 Providing and applying two coats of exteriorweather shield paint of approved manufacture andofapprovedcolourtotheplasteredsurfacesincludingcleaning,preparingtheplaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etccomplete. NOTE: ForItem One Number 15 to 18 prior approval of Superintending Engineer will be necessary 8 Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 9 Hand polishing to dado, skirting including cleaning, washing etc. complete. 10 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 11 Supplying soft murum at the road site, including conveying and stacking complete. 12 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 13 Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary. (for all other Minerals) Murum 14 Carrying out testingBASIC TEST OF SOIL / MURUM Sieve Analysis. 15 Carrying out testingBASIC TEST OFSOIL / MURUM Liquid limit & plastic Limit. 16 Carrying out testingBASIC TEST OF SOIL / MURUMCompaction Test (Proctor Density ).

Contract Date: Jul 01, 2026 Contract Value : ₹ 1.50 Crore

Government Departments No of Bidders 4

Maharashtra View Result →

Public Administrative Department #11481725 AOC

Tender For Annual Plan-Kurunnante Meethal Kodakkadan Kandi Road Renovation - 258/26-In Ward 1 In Vanimel Gp-General Civil Work - Compacting Original Ground
(i) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

Contract Date: Jul 01, 2026 Contract Value : ₹ 1.68 Lakh

Government Departments No of Bidders 2

Kerala View Result →

Defence #11478095 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 8

Punjab View Result →

Public Administrative Department #11465976 AOC

Tender for Annual Plan-Pr No 88/25-26 Perumboyil Puthukkudi Nadappatha-In Chelannur Gp-General Civil Work-.1 foot path 1.001 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 1.002 OD303580/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, without roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material 1.003 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

Contract Date: Jul 03, 2026 Contract Value : ₹ 84,084

Government Departments No of Bidders 1

Kerala View Result →

Educational and Research Institute #11459943 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 31

Gujarat View Result →

Housing Urban and Rular Development #11440422 Technical Bid

Tender for Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Morth Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Viscosity Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Morth Specification Clause 510. Case - Ii By Mechanical Means Bitumen (Vg-30) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Morth Specification Clause 511 By Mechanical Means Case - Ii : Type B Bitumen (Vg-30) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 300 Mm Dia , Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means. , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602.2.2 , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Fixed Form Paver And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (Dowel Bars Will Be Paid Seprately).

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Rajasthan View Result →

Housing Urban and Rular Development #11432190 Price Bid

Tender for 2.6.1Earth 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 Sq M On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. - All Kinds Of Soil , 2.25Filling Available Excavated Earth (Excluding Hard Rock/Ordinary 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. , 2.27Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , 4.1.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1 :2:4 (1 Cement : 2 Coarse Sand (Zone-Ill) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mmnominal Size) , 4.17Making Plinth Protection 50 Mm Thick Of Cement Concrete 1 :3:6 (1 Cement : 3 Coarse Sand (Zone-Ill) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , 5.1.2 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) ] , 5.33.1.1 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 I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I 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. All Works Upto Plinth Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.33.2.1 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 I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I 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. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.22.6Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , 5.9.1Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases For Columns , 5.9.5Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.21Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , 6.1.2Brick 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) , 7.1.1Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1 :6:12 (1 Cement: 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With : Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 8.14.4.1Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1 :2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :White Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 70 Mm Thick , 8.25.1Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 40 Mm Thick , 8.25.4Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , 10.16.1Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , 10.25.1Steel 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 Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , 11.41.2Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 12.34Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg I M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm)@ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , 12.50Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , 12.51.2 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Flashings/ Aprons.( Upto 600 Mm) , 12.51.6 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , 13.50.2Applying Priming Coat: With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood , 13.50.3Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 13.62.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , 13.68.1French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , 16.69 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer In-Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast cement concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 16.92Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 1-2Excavationinfoundationfor Retaining,Breastwallsetc, Inall Typesofsoils And Rocks Includingall Lead, Lift Anddisposal Of Surplusmaterial Asper Direction Of Engineer- In- Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , 1-4 Randomrubblestonemasonry Laid In1:6Cement Andsandmortar, In Breastwalls,Retainingwalls,Parapets,Scuppers,Etc. Includingsupplyofall Material, Labour, T&Pand Royaltiies Etc. Complete As Per Drawingand Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , 1-3 Randomrubblestonemasonry Laiddry, Inbreastwalls, Retainingwalls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Completeasper Drawingand Technical Specificationsclauses702, 704, 1202 & 1203 Of Mord Specifiction , 1-5 Handpackedstonefillinginbackofwallls Includingcostofallmaterials, Royality,T&Petc.Completeasperdirectionofengineer-In-Charge. (Asper Pwd Uttarakhand Specifications) , 2-2Concretewithcement, Coarsesandand40mmgaugestoneballast In Proportion1:4:8 In Foundationsand Floors Includingsupplyof Allmaterial, Labour Andt&Petc. Required For Proper Completionof Thework. Asper Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , 3-7Removal Of Unsuitable Soil With Disposal Upto 1000 M Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgradereplacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2As Per Technical Specification Clause 302.3.11 , 12-9Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing & Supplying Of 25W Self Ballasted Led , Providing & Supplying Of Decorative Lighting Pole Of 4M , Providing & Fixing Of Aayush Wellness Based Signages/Boards Including Vertical Pole & Ms Sheet , Providing & Fixing Of Aayush Wellness Based 3D Paintings With Pop Texture Including Texture Paint

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 3

Uttarakhand View Result →

Housing Urban and Rular Development #11432187 Price Bid

Tender for Demolishing Of Cement Concrete Manually & Disposal Of Material Within 50 Metres.Nominal Concrete 1:3:6 Or Richer Mix , Demolishing Of Reinforced Cement Concrete Work Manually Including Stacking Of Steel Bars & Disposal Of Material Within 50 Metres. , Demolishing Of Brick Work Manually. In Cement Mortar Disposal Of Material Within 50 Metres , Demolishing Stone Rubble Masonry 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 , Dismantling Of Doors & Windows Frames & Chawkhats Of Area Blow 3 Sqm. , Dismantiling Of Roofing Including Ridges, Hips Valley And Gutters Etc. And Stacking Gs Sheet , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Getting Out And Disposal Of Excavated Earth Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In- Charge: , Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:2:4 (1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing: 1:2:4 , Providing And Laying Cement Concrete In Kerbs, Steps And The Like At Or Near Ground Level Excluding The Cost Of Centering, Shuttering And Finishing. 1:1.5:3 (1 Cement: 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size. , 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 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. , Reinforced Cement Concrete Work In Walls, Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement. 1:1.5:3 (1 Cement :1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Walls Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level- Thermo-Mechanically Treated Bars , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 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) , 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) , 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) , Three Track Three Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Sash (30 Mm & Above) X (55 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Two End Panels Along With Multi-Point Locking System (Height Upto 1.8 Metre) , Casement Door Double Panel With French (False) Mullion With Zinc Alloy (Zamak) 30 Hinges, Multi-Point Locking System With Cylinder, Zinc Alloy (Zamak) Powder Coated Handles On Both Sides.Using R4 Series With Frame (64 Mm & Above) X (55 Mm & Above) & Sash (64 Mm & Above) X (100 Mm & Above) & French (False) Mullion (64 Mm & Above) X (60 Mm & Above). (Height Above 2.5 Metre). , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 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 , Providing And Laying 60 Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M-30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement: 6 Coarse Sand) , 20 Mm Cement Plaster Of Mix 1:6 (1 Cement: 6 Coarse Sand) , Providing & Applying White Cement Based Putty Of 2 Mm Thick Of Approved Brand Over Plastered Wall Surface For Even & Smooth Wall Fiinsh , Colour Washing Such As Green, Blue Or Buff To Give An Even Shade. New Work (Two Or More Coats) With A Base Coat Of Whiting. , Distempering With 1St Quality Acrylic Distemper 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 Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , Finishing Walls With Water Proofing Cement Paint Of Required Shade Two Or More Coats Applied. , Finishing With Delux Multi Surface Paint For Interiors Using Primer As Specified Two Or More Coats Applied On Wall At 1.25Ltr/10 Sqm Over And Including And On Coat Of Special Primer , Applying Primer Coat With Ready Mix Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacturer On Steel Works And Gi , Finishing With Epoxy Paint Two Coats On All Location Prepared And Applied On Steel , Providing And Fixing Dry Cladding Upto 10 Metre Height With 30 Mm Thick Gang Saw Cut Stone With Machine Cut Edges Of Uniform Colour And Size Upto 1Mx1m, Fixed To Structural Steel Frame Work And/ Or With The Help Of Cramps, Pins Etc. And Sealing The Joints With Approved Weather Sealant As Per Architectural Drawing And Direction Of Engineer-In-Charge , Providing And Fixing Insulating Board Ceiling Of Approved Quality With Necessary Nails Etc. Complete. Flame Retardant Face Insulating Board, 12 Mm Thick , Providing And Fixing Thermal Insulation With Resin Bonded Fibre Glass Wool Conforming To Is: 8183. Density 16 Kg/M³, 50 Mm Thick, Wrapped In 200G Virgin Polythene Bags Placed Over Existing False Ceiling And Held In Position By Criss-Crossing Gi Wire , Providing Wood Work In Frames Of False Ceiling, Partitions Etc. Sawn And Fixed In Position With Necessary Stainless Steel Screws Etc. , Providing And Fixing 35 Mm Thick Factory Made Laminated Veneer Lumber Door Shutter Conforming To Is : 14616 And Tads 15:2001 (Part B), Fixing With Butt Hinges Of Required Size With Necessary Screws, All Complete As Per Directions Of Engineer- In-Charge And Panelling With Panels Of 12 Mm Thick Plain Grade -1, Medium Density Flat Pressed Three Layer Particle Board , Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows. Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. Particle Board 12 Mm Thick. , Varnishing With Varnish Of Approved Brand And Manufacture : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture. Two Or More Coats Of Glue Sizing With Copal Varnish Over An Under Coat Of Flatting Varnish , French Spirit Polishing Two Or More Coats On New Works Including A Coat Of Wood Filler , Polishing On Wood Work With Ready Mixed Wax Polish Of Approved Brand And Manufacture :

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 3

Uttarakhand View Result →

Housing Urban and Rular Development #11432178 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 3

Uttarakhand View Result →

10.

Health and Family Welfare #11427982 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 12

Haryana View Result →

11.

Banking and Finance #11422286 AOC

Contract Date: Ref. Documents Contract Value : ₹ 3.54 Crore

Government Departments No of Bidders 110

Odisha View Result →

12.

Public Administrative Department #11418998 AOC

Tender For General-Aroor Gp 2024-25 Pro.No-145/25-Additional Construction In Mcf-General Civil Work - Constraction for machine Room 2 2.31: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 3 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 4 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 5 OD304174/2024-2025:Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 6 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 7 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 8 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 9 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). 10 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars 11 50.2.25.1:Filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge 12 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 13 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 14 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 15 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) 16 16.71:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer - in- Charge. 17 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 18 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 19 13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) 20 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 21 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 22 10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 23 10.7:Providing and fixing ball bearing for rolling shutters. 24 10.8.1:Extra for providing mechanical device chain and crank operation for operating rolling shuttersExceeding 10.00 sqm and upto 16.80 sqm in the area 25 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 26 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 27 51.2.3:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade 28 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 29 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 30 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 31 9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 32 9.122.1:Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.

Contract Date: Jun 30, 2026 Contract Value : ₹ 21.18 Lakh

Government Departments No of Bidders 2

Kerala View Result →

13.

Public Administrative Department #11417772 Price Bid

Tender For Repairing And Maintenance Of Civil Related Works In Ward No.19 (For The Year 2025-26)-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge. Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, f oundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F.17, Page No. 306 Ground Floor Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and 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 from 1.5 m to 3.0 m.) By Mechanical Means Removing and Transporting of excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 10.0 Km). Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with WITHOUT SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer Page No - 3 without SCADA with fine agreegates of required specifications (Crushed sand / VSI grade ) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Granular Sub Base Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Note- As per circular issued by Hon. city engineer PCMC , vide civil/CE/TS/23/16/2023.Date 21/04/2023 .Rate is reducedby 20% as material is brought from PCMCs C and D waste processing plant.) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Construction of granular Page No - 4 sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Note- As per circular issued by Hon. City Engineer, PCMC vide circular no.Civil/CE/TS/23/16/2023 Dated 21/04/2023, rate is reduced to 20% as material is to be brought from C and D work processing plant Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. Ground Floor Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel st anchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Lift 0.0 to 3.8 M Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. PARDI of required thickness including centering, formwork, cover blocks, laying/pumping ,compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural Page No - 6 steel). with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With Crushed sand VSI Grade. Spec. no.:- Bd.F.11 Page No. 304 and B.7, Page No. 38 Ground Floor Providing fly ash brick masonry with conventional / S. type fly ash bricks in C.M. 6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Providing fly ash brick masonry with conventional/ S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Lift 0.0 to 3.8 M Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints un exposed faces and watering etc.complete. Providing waterproof plaster W.C. and bath 20 mm thick dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. Removing the tar or coba and disposing of the material as directed etc. complete. Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Ground Floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. etc

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 6

Maharashtra View Result →

14.

Public Administrative Department #11417771 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 8

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15.

Public Administrative Department #11417770 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 6

Maharashtra View Result →

16.

Defence #11409082 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 10

Goa View Result →

17.

Public Administrative Department #11405851 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Madhya Pradesh View Result →

18.

Defence #11403945 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 7

Uttarakhand View Result →

19.

Defence #11392755 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 3

Assam View Result →

20.

Public Administrative Department #11382379 AOC

Tender for Annual Plan-Pr No 382/25-26 Koranjikandi Kakkur Mala Nadappatha Punarudharanam Ward 4-In Chelannur Gp-General Civil Work-.1 concrete work 1.001 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry 1.002 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 1.003 OD257298/2025-2026:Dry rubble masonry :-Dry rubble without concrete levelling course masonry using dept. rubble includuing packing to compactness to lines and levels for road protection to with stand the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site 1.004 OD257299/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (od based on 60.7.1 in DAR) 1.005 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 1.006 OD257300/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material 1.007 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

Contract Date: Jun 27, 2026 Contract Value : ₹ 2.40 Lakh

Government Departments No of Bidders 2

Kerala View Result →

21.

Public Administrative Department #11356475 AOC

Contract Date: Jun 24, 2026 Contract Value : ₹ 7.92 Lakh

Government Departments No of Bidders 1

Kerala View Result →

22.

Housing Urban and Rular Development #11350867 Technical Bid

Tender for Providing And Constructing Temporary Island 11M Diameter For Construction Of Well Foundation For 5.50M Dia Well. , Cutting Edge Of Mild Steel Providing And Laying Cutting Edge Of Mild Steel Weighing 40 Kg Per Metre For Well Foundation Complete As Per Drawing And Technical Specification. , Reinforced Cement Concrete Work In M-25 In Well Curb With Cement , Approved Coarse Sand & 2 Cm. Gauge Well Graded Grit Including Necessary Shuttering , Placing And Fixing Of Reinforcement Including Its Binding With Wire But Excluding Cost Of Reinforcement And Also Including Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work. , Reinforced Cement Concrete Work In M-25 In Well Steining With Cement , Approved Coarse Sand & 2 Cm. Gauge Well Graded Grit Including Necessary Shuttering , Placing And Fixing Of Reinforcement Including Its Binding With Wire But Excluding Cost Of Reinforcement And Also Including Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work. , Sinking Of Wells 5.00Mtr. External Dia Through All Kinds Of Sand Silt, Clay Except Hard Stratum Like Kankar, Boulders, Rocks Only Below The Low Water Level Including Loading And Unloading Of Weight And Pumping Out Of Water Including Necessary T&P Machines, Labour Etc. Was Required For Proper Completion Of The Work (0.00 Meter To 3.00 Meter) , As Per Item No. 5 But 3.00 Meter To 10.00 Meter. , As Per Item No. 5 But 10.00 Meter To 15.00 Meter. , cement concrete Work In M-25 In Bottom Plugging Of Well With Cement, Approved Coarse Sand And 2Cm Gauge Well Graded Grit Including Necessary Shuttering, Placing & Fixing Of Reinforcement Including Its Binding With Wire But Excluding Cost Of Reinforcement & Also Including Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work. , cement concrete Work In M-20 In Intermediate Plugging Of Well With Cement , Approved Coarse Sand And 2Cm Gauge Well Graded Grit & Also Including Supply Of All Materials , Labours T&P Etc. Required For Completion Of The Work , Sand Filling In Side The Well Between Bottom And Top Plugging Including Watering Ramming And Also Including Necessary T&P Etc. Required For Proper Completion Of Work (Labour Only) , Reinforced Cement Concrete Work In M-25 In Well Caps With Cement Approved Coarse Sand & 2Cm Gauge Well Graded Grit Including Necessary Shuttering Placing & Fixing Of Reinforcement Including Its Binding With Wire But Excluding Cost Of Reinforcement And Also Including Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work. , Reinforced Cement Concrete Work In M-30 In Substructures With Cement, Approved Coarse Sand & 2Cm. Gauge Well Graded Grit Including Necessary Shuttering ,Placing And Fixing Of Reinforcement And Also Including Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work. , Furnishing And Placing Rcc/Psc M-35 In Superstructure As Per Drawing And T.S. With Cement Approved Coarse Sand & 2Cm Gauge Well Graded Grit Including Necessary Shuttering , Placing & Fixing Of Reinforcement Including Its Binding With Wire But Excluding Cost Of Reinforcement & Also Including Supply Material , Labour And T&P Etc. Required For Proper Completion Of The Work , Providing And Laying Cement Concrete Wearing Coat M-30 Grade Including Reinforcement As Per Mort&H Specifications 2702 Complete As Per Drawing And Technical Specifications , Hysd Steel Or Iron Work In Well Steining ,Well Cap, Abutments And Their Caps, Slabs, Curbs Etc. Brought To Required Shape Including Cutting, Bending & Also Including Cost Of Necessary Reinforcement For Proper Completion Of Work. (In Foundation) , As Per Item No. 15 But In Substructure , As Per Item No. 15 But In Superstructure , Plain Cement Concrete Below Aaproach Slab With 2 Cm Gauge Approved Stone Ballast , Approved Coarse Sand And Cement In The Proportion Of 1:2:4 Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of Work As Per Sor Ch.5-7(4.1) , M-30 Grade Reinforced Cement Concrete In Approach Slabs As Per Drawings And Clause 1200,500&1700 Of Morth Specifications (2001) , Supplying Fitting & Fixing In Position To Line And Level Elastomeric Bearing Of Approved Company/ Manufacturer Conforming To Irc : 83(Part-Iii) Section-Ix And Clause 2005 Of Morth Specifications Complete Including All Accessories As Per Drawing And Technical Specification. , Providing And Laying Of A Strip Seal Expansion Joint Catering To Maximum Horizontal Movement Upto 70 Mm, Complete As Per Approved Drawings And Standard Specifications To Be Installed By The Manufacturer/Supplier Or Their Authorised Representative Ensuring Compliance To The Manufacturers Instructions For Installation. , Cement Concrete With 4 Cm Gauge Approved Stone Ballast , Approved Coarse Sand And Cement In The Proportion Of 1:4:8 Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of Work In V.T. Base As Per . Sor Ch.5-3(4.1) , Supplying & Fixing Of 100Mm Dia Drainage Spouts Complete As Per Drawing And Technical Specificationwork. 2705 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With All Lifts And Leads Up To 2 Km, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-2. , Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Front End Loader At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Grader In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. , Providing And Applying Tack Coat With Bitumen Vg-10 Grade Using Bitumen Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing And Laying Dense Graded Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.50 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects. , Providing And Laying Bituminous Concrete With Higher Capacity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 @ 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respects , Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specification As Per Mort&H Specification 2504 , 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 As Per Mort&H Specification 2504

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Uttar Pradesh View Result →

23.

Housing Urban and Rular Development #11346479 Technical Bid

Tender for Construction Of Modular Ot Eye Under Old Sadar Hospital At Deoghar For The Year-2025-26. , Egp. Puff Panels For O.T Wall Walls &Ceiling , Supply, Installation, Testing And Commissioning Of Modular Ot Walland Corner Panels With Insulated Prefabricated Puff Panels. The Ot Wall Shall Be Constructed Using Egp Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The Panel Of The Theatre Shall Be Sufficient For , G.I. Puff Panels For Ot Ceiling , Modular Ot Ceiling Panels With Insulated Prefabricated Puff Panels. The Ot Ceiling Shall Be Constructed Using Gi Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The , Antibacterial / Antifungal Paint. , Providing And Establishing Anti-Bacterial & Anti Fungicidal Sterile Coating Of Liquid Plastic Paint On Gi Puff/Ss Panel Of Modular Ot. The Paint Should Be Seamless, Easy To Clean, Should Have Vapor Permeability Which Allows Substrate Moisture To Escape And Protects Against Growth Of Bacteria, Mound And Yeasts, Moisture Resistance, Freeze / Thaw Resistance. Anti- Bacterial Anti Microbial Quality Should Remain Active Throughout The Life Of The Product. Vapors Permeable Structure Should Allow Damp Substrates To Dry Out Without Causing Blistering. It Should Tolerate Cleaning With Hospital Chemical Agents. Filling Of All Joints And Cavities Should Be With Metallic Epoxy Filler And Sand Casted Flush To Provide A Joint-Less Finish. This Should Include All Fittings, Accessories, Hardware, Support Structures, Etc. Required For Installation. Anti-Bacterial And Anti-Fungus Sterile Coating Shall Be Applied On The Finished Walls & Ceiling With At Least 2-3 Coats To Achieve A Thickness Of Minimum 200 Micron. Before Application Of Sterile Wall Coating An Appropriate Primer Shall Be Applied. The Primer Shall Be Supplied Along With The Paint And Should Be Of The Same Make As That Of Paint. And Shall Be Applied Prior To Coating Of Anti-Bacterial & Anti- Fungus Sterile Paint On Walls & Ceiling 2-3 Coats Shall Be Applied To Achieve A Thickness Of 200 , Laminar Air Flow , The Range Of Ventilated Ceiling Should Provide The Sterility And Cleanliness Required For Ot Environ Ment. Perfect Tightness Should Be Guaranteed By A N Epoxy Seal Between Filters And Holding Structure Disabling Â€Œby Passâ€ Of Hepa Filters. Two Nos . Pressure Measurement Ports Shall Be Provided In Each Housingairflow: 50 +-10% Fpm Class 100/Iso C Lass 5 As Per International Standard & Meets Din 1 946-4. D.O.P. Tested Point To P Oint Scanned Minipleat Hepa Filters Having Followi Ng Technical Specifications To Be Fixed In Above H Ousings F Rame Â€ Aluminium. Type Â€ Flange Type. Media Â€ Micro Fiber Glass . Se Aling Of Media Â€ By Means Of Epoxy. I.P.D. - 15 Mm Wg. F.P.D. Â€ 50 Mm Wg. Separators Â€ Concealed Al. Or Hot Melt G Lue. Capacity Â€ 500 Cfm Size Of Laf - 2400 X 2400 Mmthe Work Should Be Executed As Per The Direction Of Enginee R In Charge , Homogeneous Conductive Pvc Vinyl Flooring In O.T.,Icu,Opd. , Providing And Fixing 2 Mm Thick Homogeneous Conductive Pvc Jeoflor Electro + Sd Roll Acts As A Continous Conductive 10^6 Rt10^8. It Has Preminum Antistatic Properites, ( 100 V) The Product Has To Be Groundedwith An Esd Copper Strip( Cf. Finishes To Meet Its Full Performance The Product Is Non Reactive To Residual Indentation With A Value 0.02 Mm. The Flooring Is A Group Twear Rating Suitableheavey Duty Trafficareasand Bfi-S1 Fire Resisteance. The Product Is Non -Emissive Of Volatile Organic Compounds With 10Ug/M2 ( Tvoc After 28 Days Iso 1000-6.Total Thickness En428 2Mm, En 430 G/Sq.M 2900, Width 426 Cm/Lm 200/20, En (European Standard) En 685 Classs 34-43, Fire Rating En1081 0Hm 1^^6 Rt 10^8 Make Jeo Flor Esd Coundictive Flooring , Writing White Board. , Supply & Installation Of Writing Unit/White Boardof Size 900/600 Mm Having 1.60 Mm Thick White Laminate Board Top, Bonded To A 40 Mm High Density Fiber Board Sheet For Additional Rigidity. The Unit Should Open To Create A Wall Mounted Writing Surface Within The Operating Room. The Work Should Be Executed As Per The Direction Of Engineer-In-Charge. , Storage Unit . , Supply And Installation Of Storage Unit Of Ss 304Of Reputed Make And Having Size 1665 X 865 X350 Mm And Having Two Or More Glass Shelves Of Toughened Glass 10 Mm Thick, Supported With D Type Bracket (Ss 304 Grade) With 10 Mm Thickness And Rubber Gasket Of 2Mm And Mounted Flush On Wall. The Work Should Be Executed As Per The Directions Of Engineer-In-Charge. , Pressure Release Damper. , Supply, Installation, Testing & Commissioning Of Ss Fabricated Cascade Pressure Stabilizer Having Ss Blades To Control Operation Theatre Room - Air Pressure Of Approved Make As Per Tech. Specs Attached. , Peripheral Lights (Dimmable). , Supplying & Fixing Of Sturdy Writing Board Of Size: 840Mm X 640Mm With Perfect Marker Writing Surface In Front And Back Is Laminated To Make Water Proof Surface. The Board Has To Be Provided With Anodized Aluminium Framing And Its Back Should Have Hooks For Wall Hanging Of Approved Make And Type Directly On Wall , Ahu With Outdoor Unit Ac 11.5 Tr Including Insttalation , Double Skin Air Handling Unit :Supply, Installatio N, Testing And Commissioning Of Double Skin Constr Uction Air Handling Units. With Inner Sheet Ss 304 And Ouer Sheet Ppgi With 40 Mm Panel Thickness With Mixing Box With Fa,Ra,Sa Dampers, Fitted With 2 Stage Filteration Arrangment Completed With 10 Micron Filters 5 Mico Nfilter After Fan Section. Suitable For Outdoor In Stallation With 45 Mm Thick Panels With Inner Skin 0.6Mm Thick Aluminium Sheet, Thermal Breack And W Eather Proof.Motor Efficiency Factor - Ie-2Â- Mix Ing Box With Manually Operated Fresh & Return Air Al Dampers.Â- Filter Section With 50 Mm Thick Box Type Pre-Filter (Merv-8) & 305 Mm Thick Rigid Med Ia Type Fine Filter (Merv-10) Mounted On A Common Filter Frame & Viscous/ Wasable Synthetic Type Air Pre-Filterâ- Coil Section With 8 Row Deep Dx Coi L . Fin Material - Plain Aluminium Fin Spacing - 1 1-13 Fpi, Condensing Tray - 22G Ss304, Test Pressu Re - 38Kg/Sq.Cm. Insulation Material For Drain Tra Y-13Mm Thick Close Cell Nitrile Rubber.Â- Uv Lamp , Aluminum Ductiing 22 Gaze , Ducting : ( Al. Sheet Metal )Ducting:- Supply And Fixing Of Site Fabricatedal Sheet Metal Ducts In A Ccordance With Theapproved Shop Drawings And As Re Quired As Per Specifications.All Necessary Gi /Ms Supports Using Thread Rods (As Directed). Angle, F Lat, And Anchor Bolts, Food Grade Neoprene Gaskets , Food Grade Adhesive Included In The Scope. , Insulation , Underdeck Insulation :Supplying And Fixing Of Unde Rdeck Roof Insulation Of 13 Mm Thickness Of Mat Fi Nish Closed Cell Antimicrobile Nitrile Rubber ( Cl Ass O ) Insulation On Existing Surface After App Lying Two Coats Of Cold Setting Adhesive As Requir Ed. , Surgical Scrub (2 Bay). , Supplying, Fixing Installation, Testing Andcommissioning Of Scrub Sink With The Following Specifications:- Compact Surgical Scrub Sink Should Be Designed For Use In Ot Complex For Pre Procedural Scrub Up. (Double Sink Combination Size 1600 Mm X 450Mm X 1650 Mm Back Height& 1200 Mm And Front Heightas Suitable) Â€¢ Each Fixture Should Be Fabricated From Heavy Gauge Type 304 Stainless Steel (Minimum Thickness1.5Mm) And Should Be Seamless Welded Construction, Polished To A Satin Finish Â€¢ The Scrub Sink Should Be Provided With A Front Access Panel Which Should Be Easily Removed For Access To The Water Controlled Valve, Waste Connections, Stoppers And Strainers.Â€¢ Hands Free Operation Should Include Infra-Red Sensors With Programmable Adjustment.Â€¢ Thermostatic Mixing, Valve Control Should Be Located Behind The Access Panel And Maintain Constant Water Temperature.Â€¢ Timing Should Be Adjustable To Meet Individual Application Requirements.Â€¢ Provided With Infrared Sensors, Thermostatic Control Taps With Feel Safe Temperature Controls With Foam Flow Attachments And Provide With Betadine Dispensers .Â€¢ All Units Should Have Reduced Anti- Splash Fronts. Â€¢ Knee/Foot Operated Switch Should Be Provided Additionally. The Work , Sliding Type Hermitically Sealed Ot Door (Autometic) , Supply & Fixing Of Sliding Type Ot Door Having High Density Particle Board Cores, High Pressure Laminate Face On Both Sides, Viewing Window 300 X 300Mm. Standard Size: 1500 X 2100 Mm (W X H) , Surgeon Control Panel. , Supply, Installation, Testing & Commissioning Of Multi Colour Coded Surgeon Control Membrane Touch Panel, Flushed In The Theatre Wall Comprising Of The Following Features & As Per Technical Specification Attached: 1. Display Of Day Clock 2. Display Of Elapse Time Clock 3. Dimmer For Peripheral Lights 4. Medical Gas Alarm 5. Hands Free Telephone 6. Indicator For Temperature & Humidity. , X-Ray View Screen. , Supply, Installation, Testing & Commissioning Of Twin Plate X- Ray Viewing Screen Designed To Provide A High Level Of Control Luminance Without Flickering & As Per The Technical Specification Attached. X-Ray View Screen (Two Screen) Led Overall Dimensions (Lxhxt) 880 X 503 X 29Mm View Area (Wxh) : 736 X 440 Mm Light Source : Led Power Consumption / Input Power : 30W / Ac 100-240V Illumination Intensity : 5,500 Lux Approx. , Surgeon Pendent , Providing & Fixing Of Singale Arm Multi Moveable Surgeons Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthesia Pendant . , Providing & Fixing Of Single Arm (900Mm) Anaesthesia Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthsia Trolley: Made Of Composite Laminate - Overall Size 950Mmx600mmx570mm H - Cosmokartz Or Equivalent , Eye Ot Table Opthal Ot Table , Cognate Ss- Is A Sophisticated Yet Economical Operating Table Remote Control Specially Designed For C Arm Image Intensifier. Its Unique Design Permits It To Excel Over Competitive Offering In The Areas Of Micro-Neuro, Orthopaedics, Cardiovascular, Ob/Gyn, Ophthalmology, Ent, Urology And Other Major Or Minor Operations, The Electro- Mechanical Driving Mechanism Assures Smooth And Quiet Movements Of The Table Top. The Table Top Is Made Of Radio-Translucent Material For Fluroscopic Capability, Operating Positions Including Height Adjustment, Trendelenberg, Reverse Trendelenberg, Lateral Tilt And Back Section Can Be Controlled Quickly And Accurately With The Help Of Lightweight Hand Control Unit, The Excentrically Positioned Table Top, Without Cross Members, To Optimize Image Intensifier Accessibility For Both A/P & Lateral Exposures Standard Accessories L-Shaped Anaesthetic Frame Shoulder Support With Pad Arm Board With S.S Top Lateral Support With Pad Wrist Strap Knee Crutches Goepal Type Water Proof Rubber Mattress 1 Pc. 1 Pair 2 Pcs. 1 Pair 1 Pair 1 Pair 1 Set , Instrument Trolley Fully Ss - Double Shelf, Three Sides Railings., Mounted On 5 Diawheels , Two With Brakes, Size 30X18X36H All 304Gss , Led Operating Light , Providing & Installation Of Led Operating Light Having Maximum Illuminance (1M): 160,000 + 160,000 Lux At 1M Distance, Electrical Power: 150 + 90 W, Power Consumption: 2X 11 A, Fitting: Ceiling Anchoring Ring Ceiling Pendant With 2 Brackets And 2 Spring Arms, Range Of Movement: 1X 360° / 1X 330°, Recommended Room Height: At Least 2.45 M, Max. Ceiling Load: 2X 218 Nm / 650 N, Light Body Weight: 9.2 + 7.5Kgs, Light Body Depth: 1X 130 Cm / 1X 140 Cm, Air Shielding Surface: 2 X 330 Cm2 Transformers: 2X 450Va/230V/26V, Brightness Regulator: 2X 20 - 500 Va (Primary Voltage), Provided With 2 Sterilisable Handles With Each Dome, Easy Positioning By Sterilisable Handle, Focus Adjustable By Sterilisable Handle, Life Time Of Bulbs : 45,000 Hours Etc As Per Technical Specifications Attached , Electrical Works & Distribution Board : Supply Laying, Fixing And Testing Of Flexible Copper Wire Thick 2.5Mm Single Core For Equipment,Electrical Power Control , Lights, As Per Requirement , Floor Mate (Icu/Ot Grade) Paint Should Not React With Betadine (Yellow Patch Of Betadine One Floor Looks Very Ankwred) , Glove Box , Multiple Electric Plug Points (65A) For Carm Lithoclast Lap Tower With Complete Electrical Fittings. , Add 18% Gst (In Basic Rate Must Fill 0.18) , Add 1% Labour Cess (In Basic Rate Must Fill 0.01)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 5

Jharkhand View Result →

24.

Housing Urban and Rular Development #11346477 Technical Bid

Tender for Construction Of Modular Ot (Eye) Under Sub Divisional Hospital At Madhupur Dist Deoghar For The Year-2025-26. , Egp. Puff Panels For O.T Wall Walls &Ceiling , Supply, Installation, Testing And Commissioning Of Modular Ot Walland Corner Panels With Insulated Prefabricated Puff Panels. The Ot Wall Shall Be Constructed Using Egp Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The Panel Of The Theatre Shall Be Sufficient For , G.I. Puff Panels For Ot Ceiling , Modular Ot Ceiling Panels With Insulated Prefabricated Puff Panels. The Ot Ceiling Shall Be Constructed Using Gi Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The , Antibacterial / Antifungal Paint. , Providing And Establishing Anti-Bacterial & Anti Fungicidal Sterile Coating Of Liquid Plastic Paint On Gi Puff/Ss Panel Of Modular Ot. The Paint Should Be Seamless, Easy To Clean, Should Have Vapor Permeability Which Allows Substrate Moisture To Escape And Protects Against Growth Of Bacteria, Mound And Yeasts, Moisture Resistance, Freeze / Thaw Resistance. Anti- Bacterial Anti Microbial Quality Should Remain Active Throughout The Life Of The Product. Vapors Permeable Structure Should Allow Damp Substrates To Dry Out Without Causing Blistering. It Should Tolerate Cleaning With Hospital Chemical Agents. Filling Of All Joints And Cavities Should Be With Metallic Epoxy Filler And Sand Casted Flush To Provide A Joint-Less Finish. This Should Include All Fittings, Accessories, Hardware, Support Structures, Etc. Required For Installation. Anti-Bacterial And Anti-Fungus Sterile Coating Shall Be Applied On The Finished Walls & Ceiling With At Least 2-3 Coats To Achieve A Thickness Of Minimum 200 Micron. Before Application Of Sterile Wall Coating An Appropriate Primer Shall Be Applied. The Primer Shall Be Supplied Along With The Paint And Should Be Of The Same Make As That Of Paint. And Shall Be Applied Prior To Coating Of Anti-Bacterial & Anti- Fungus Sterile Paint On Walls & Ceiling 2-3 Coats Shall Be Applied To Achieve A Thickness Of 200 , Laminar Air Flow , The Range Of Ventilated Ceiling Should Provide The Sterility And Cleanliness Required For Ot Environ Ment. Perfect Tightness Should Be Guaranteed By A N Epoxy Seal Between Filters And Holding Structure Disabling Â€Œby Passâ€ Of Hepa Filters. Two Nos . Pressure Measurement Ports Shall Be Provided In Each Housingairflow: 50 +-10% Fpm Class 100/Iso C Lass 5 As Per International Standard & Meets Din 1 946-4. D.O.P. Tested Point To P Oint Scanned Minipleat Hepa Filters Having Followi Ng Technical Specifications To Be Fixed In Above H Ousings F Rame Â€ Aluminium. Type Â€ Flange Type. Media Â€ Micro Fiber Glass . Se Aling Of Media Â€ By Means Of Epoxy. I.P.D. - 15 Mm Wg. F.P.D. Â€ 50 Mm Wg. Separators Â€ Concealed Al. Or Hot Melt G Lue. Capacity Â€ 500 Cfm Size Of Laf - 2400 X 2400 Mmthe Work Should Be Executed As Per The Direction Of Enginee R In Charge , Homogeneous Conductive Pvc Vinyl Flooring In O.T.,Icu,Opd. , Providing And Fixing 2 Mm Thick Homogeneous Conductive Pvc Jeoflor Electro + Sd Roll Acts As A Continous Conductive 10^6 Rt10^8. It Has Preminum Antistatic Properites, ( 100 V) The Product Has To Be Groundedwith An Esd Copper Strip( Cf. Finishes To Meet Its Full Performance The Product Is Non Reactive To Residual Indentation With A Value 0.02 Mm. The Flooring Is A Group Twear Rating Suitableheavey Duty Trafficareasand Bfi-S1 Fire Resisteance. The Product Is Non -Emissive Of Volatile Organic Compounds With 10Ug/M2 ( Tvoc After 28 Days Iso 1000-6.Total Thickness En428 2Mm, En 430 G/Sq.M 2900, Width 426 Cm/Lm 200/20, En (European Standard) En 685 Classs 34-43, Fire Rating En1081 0Hm 1^^6 Rt 10^8 Make Jeo Flor Esd Coundictive Flooring , Writing White Board. , Supply & Installation Of Writing Unit/White Boardof Size 900/600 Mm Having 1.60 Mm Thick White Laminate Board Top, Bonded To A 40 Mm High Density Fiber Board Sheet For Additional Rigidity. The Unit Should Open To Create A Wall Mounted Writing Surface Within The Operating Room. The Work Should Be Executed As Per The Direction Of Engineer-In-Charge. , Storage Unit . , Supply And Installation Of Storage Unit Of Ss 304Of Reputed Make And Having Size 1665 X 865 X350 Mm And Having Two Or More Glass Shelves Of Toughened Glass 10 Mm Thick, Supported With D Type Bracket (Ss 304 Grade) With 10 Mm Thickness And Rubber Gasket Of 2Mm And Mounted Flush On Wall. The Work Should Be Executed As Per The Directions Of Engineer-In-Charge. , Pressure Release Damper. , Supply, Installation, Testing & Commissioning Of Ss Fabricated Cascade Pressure Stabilizer Having Ss Blades To Control Operation Theatre Room - Air Pressure Of Approved Make As Per Tech. Specs Attached. , Peripheral Lights (Dimmable). , Supplying & Fixing Of Sturdy Writing Board Of Size: 840Mm X 640Mm With Perfect Marker Writing Surface In Front And Back Is Laminated To Make Water Proof Surface. The Board Has To Be Provided With Anodized Aluminium Framing And Its Back Should Have Hooks For Wall Hanging Of Approved Make And Type Directly On Wall , Ahu With Outdoor Unit Ac 11.5 Tr Including Insttalation , Double Skin Air Handling Unit :Supply, Installatio N, Testing And Commissioning Of Double Skin Constr Uction Air Handling Units. With Inner Sheet Ss 304 And Ouer Sheet Ppgi With 40 Mm Panel Thickness With Mixing Box With Fa,Ra,Sa Dampers, Fitted With 2 Stage Filteration Arrangment Completed With 10 Micron Filters 5 Mico Nfilter After Fan Section. Suitable For Outdoor In Stallation With 45 Mm Thick Panels With Inner Skin 0.6Mm Thick Aluminium Sheet, Thermal Breack And W Eather Proof.Motor Efficiency Factor - Ie-2Â- Mix Ing Box With Manually Operated Fresh & Return Air Al Dampers.Â- Filter Section With 50 Mm Thick Box Type Pre-Filter (Merv-8) & 305 Mm Thick Rigid Med Ia Type Fine Filter (Merv-10) Mounted On A Common Filter Frame & Viscous/ Wasable Synthetic Type Air Pre-Filterâ- Coil Section With 8 Row Deep Dx Coi L . Fin Material - Plain Aluminium Fin Spacing - 1 1-13 Fpi, Condensing Tray - 22G Ss304, Test Pressu Re - 38Kg/Sq.Cm. Insulation Material For Drain Tra Y-13Mm Thick Close Cell Nitrile Rubber.Â- Uv Lamp , Aluminum Ductiing 22 Gaze , Ducting : ( Al. Sheet Metal )Ducting:- Supply And Fixing Of Site Fabricatedal Sheet Metal Ducts In A Ccordance With Theapproved Shop Drawings And As Re Quired As Per Specifications.All Necessary Gi /Ms Supports Using Thread Rods (As Directed). Angle, F Lat, And Anchor Bolts, Food Grade Neoprene Gaskets , Food Grade Adhesive Included In The Scope. , Insulation , Underdeck Insulation :Supplying And Fixing Of Unde Rdeck Roof Insulation Of 13 Mm Thickness Of Mat Fi Nish Closed Cell Antimicrobile Nitrile Rubber ( Cl Ass O ) Insulation On Existing Surface After App Lying Two Coats Of Cold Setting Adhesive As Requir Ed. , Surgical Scrub (2 Bay). , Supplying, Fixing Installation, Testing Andcommissioning Of Scrub Sink With The Following Specifications:- Compact Surgical Scrub Sink Should Be Designed For Use In Ot Complex For Pre Procedural Scrub Up. (Double Sink Combination Size 1600 Mm X 450Mm X 1650 Mm Back Height& 1200 Mm And Front Heightas Suitable) Â€¢ Each Fixture Should Be Fabricated From Heavy Gauge Type 304 Stainless Steel (Minimum Thickness1.5Mm) And Should Be Seamless Welded Construction, Polished To A Satin Finish Â€¢ The Scrub Sink Should Be Provided With A Front Access Panel Which Should Be Easily Removed For Access To The Water Controlled Valve, Waste Connections, Stoppers And Strainers.Â€¢ Hands Free Operation Should Include Infra-Red Sensors With Programmable Adjustment.Â€¢ Thermostatic Mixing, Valve Control Should Be Located Behind The Access Panel And Maintain Constant Water Temperature.Â€¢ Timing Should Be Adjustable To Meet Individual Application Requirements.Â€¢ Provided With Infrared Sensors, Thermostatic Control Taps With Feel Safe Temperature Controls With Foam Flow Attachments And Provide With Betadine Dispensers .Â€¢ All Units Should Have Reduced Anti- Splash Fronts. Â€¢ Knee/Foot Operated Switch Should Be Provided Additionally. The Work , Sliding Type Hermitically Sealed Ot Door (Autometic) , Supply & Fixing Of Sliding Type Ot Door Having High Density Particle Board Cores, High Pressure Laminate Face On Both Sides, Viewing Window 300 X 300Mm. Standard Size: 1500 X 2100 Mm (W X H) , Surgeon Control Panel. , Supply, Installation, Testing & Commissioning Of Multi Colour Coded Surgeon Control Membrane Touch Panel, Flushed In The Theatre Wall Comprising Of The Following Features & As Per Technical Specification Attached: 1. Display Of Day Clock 2. Display Of Elapse Time Clock 3. Dimmer For Peripheral Lights 4. Medical Gas Alarm 5. Hands Free Telephone 6. Indicator For Temperature & Humidity. , X-Ray View Screen. , Supply, Installation, Testing & Commissioning Of Twin Plate X- Ray Viewing Screen Designed To Provide A High Level Of Control Luminance Without Flickering & As Per The Technical Specification Attached. X-Ray View Screen (Two Screen) Led Overall Dimensions (Lxhxt) 880 X 503 X 29Mm View Area (Wxh) : 736 X 440 Mm Light Source : Led Power Consumption / Input Power : 30W / Ac 100-240V Illumination Intensity : 5,500 Lux Approx. , Surgeon Pendent , Providing & Fixing Of Singale Arm Multi Moveable Surgeons Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthesia Pendant . , Providing & Fixing Of Single Arm (900Mm) Anaesthesia Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthsia Trolley: Made Of Composite Laminate - Overall Size 950Mmx600mmx570mm H - Cosmokartz Or Equivalent , Eye Ot Table Opthal Ot Table , Cognate Ss- Is A Sophisticated Yet Economical Operating Table Remote Control Specially Designed For C Arm Image Intensifier. Its Unique Design Permits It To Excel Over Competitive Offering In The Areas Of Micro-Neuro, Orthopaedics, Cardiovascular, Ob/Gyn, Ophthalmology, Ent, Urology And Other Major Or Minor Operations, The Electro- Mechanical Driving Mechanism Assures Smooth And Quiet Movements Of The Table Top. The Table Top Is Made Of Radio-Translucent Material For Fluroscopic Capability, Operating Positions Including Height Adjustment, Trendelenberg, Reverse Trendelenberg, Lateral Tilt And Back Section Can Be Controlled Quickly And Accurately With The Help Of Lightweight Hand Control Unit, The Excentrically Positioned Table Top, Without Cross Members, To Optimize Image Intensifier Accessibility For Both A/P & Lateral Exposures Standard Accessories L-Shaped Anaesthetic Frame Shoulder Support With Pad Arm Board With S.S Top Lateral Support With Pad Wrist Strap Knee Crutches Goepal Type Water Proof Rubber Mattress 1 Pc. 1 Pair 2 Pcs. 1 Pair 1 Pair 1 Pair 1 Set , Instrument Trolley Fully Ss - Double Shelf, Three Sides Railings., Mounted On 5 Diawheels , Two With Brakes, Size 30X18X36H All 304Gss , Led Operating Light , Providing & Installation Of Led Operating Light Having Maximum Illuminance (1M): 160,000 + 160,000 Lux At 1M Distance, Electrical Power: 150 + 90 W, Power Consumption: 2X 11 A, Fitting: Ceiling Anchoring Ring Ceiling Pendant With 2 Brackets And 2 Spring Arms, Range Of Movement: 1X 360° / 1X 330°, Recommended Room Height: At Least 2.45 M, Max. Ceiling Load: 2X 218 Nm / 650 N, Light Body Weight: 9.2 + 7.5Kgs, Light Body Depth: 1X 130 Cm / 1X 140 Cm, Air Shielding Surface: 2 X 330 Cm2 Transformers: 2X 450Va/230V/26V, Brightness Regulator: 2X 20 - 500 Va (Primary Voltage), Provided With 2 Sterilisable Handles With Each Dome, Easy Positioning By Sterilisable Handle, Focus Adjustable By Sterilisable Handle, Life Time Of Bulbs : 45,000 Hours Etc As Per Technical Specifications Attached , Electrical Works & Distribution Board : Supply Laying, Fixing And Testing Of Flexible Copper Wire Thick 2.5Mm Single Core For Equipment,Electrical Power Control , Lights, As Per Requirement , Floor Mate (Icu/Ot Grade) Paint Should Not React With Betadine (Yellow Patch Of Betadine One Floor Looks Very Ankwred) , Glove Box , Multiple Electric Plug Points (65A) For Carm Lithoclast Lap Tower With Complete Electrical Fittings. , Add 18% Gst (In Basic Rate Must Fill 0.18) , Add 1% Labour Cess (In Basic Rate Must Fill 0.01)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

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25.

Housing Urban and Rular Development #11346476 Technical Bid

Tender for Construction Of Modular Ot (General & Gynae) At Chc Under Sarwan Block At Deoghar For The Year-2025-26. , Egp. Puff Panels For O.T Wall Walls &Ceiling , Supply, Installation, Testing And Commissioning Of Modular Ot Walland Corner Panels With Insulated Prefabricated Puff Panels. The Ot Wall Shall Be Constructed Using Egp Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The Panel Of The Theatre Shall Be Sufficient For , G.I. Puff Panels For Ot Ceiling , Modular Ot Ceiling Panels With Insulated Prefabricated Puff Panels. The Ot Ceiling Shall Be Constructed Using Gi Puff Panels Having 0.8 Mm Thick Gi Sheets On Both Sides. These Panels Should Have Been Produced In A Double Band Laminator, In Which Two Continuously Moving Belts Carrying 120 Gsm Galvanized Steel Sheets Of 0.80 Mm Thickness Are Firmly Bonded Together By Sprayed -In Insulating Foam, Which Hardens During The Process. The Core Consists Of Rigid Polyurethane Foam, Which Has Been Injected Under High Pressure, With A Minimum Density Of 40Kg/M3. The Thickness Of Puff Shall Be Minimum 40 Mm. The Sheet Panel Shall Be Of Indigenous Reputed Make And Be Provided With Manufactures Test Certificate. The Puff Panel Shall Be Fixed To The Floor With Bottom Track Of 1.5 Mm Thick Steel U Channel Section Having Min Size Of 50Mm X 50Mm. The Bottom Shall Be Fixed In The Floor Of The Ot With 10Mm Thicknessand Min. 60 Mm Long Ss Fasteners Which Shall Be Fully Threaded And Power Drilled. The Panels Of Walls And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Panels Of Wall And Ceiling Shall Be Tied Together By Suitable Ss Coving. The Individual Wall Panels Shall Be Welded Together By Ss. All Joints Shall Be Filled With Metal Filler And Shall Be Sand Casted On Site Till Smooth Finish Is Obtained. Wall & Panel Joints Shall Not Be Visible After The Final Wall Coating Is Applied. The Gap Between The Masonry Wall Surfaces And The , Antibacterial / Antifungal Paint. , Providing And Establishing Anti-Bacterial & Anti Fungicidal Sterile Coating Of Liquid Plastic Paint On Gi Puff/Ss Panel Of Modular Ot. The Paint Should Be Seamless, Easy To Clean, Should Have Vapor Permeability Which Allows Substrate Moisture To Escape And Protects Against Growth Of Bacteria, Mound And Yeasts, Moisture Resistance, Freeze / Thaw Resistance. Anti- Bacterial Anti Microbial Quality Should Remain Active Throughout The Life Of The Product. Vapors Permeable Structure Should Allow Damp Substrates To Dry Out Without Causing Blistering. It Should Tolerate Cleaning With Hospital Chemical Agents. Filling Of All Joints And Cavities Should Be With Metallic Epoxy Filler And Sand Casted Flush To Provide A Joint-Less Finish. This Should Include All Fittings, Accessories, Hardware, Support Structures, Etc. Required For Installation. Anti-Bacterial And Anti-Fungus Sterile Coating Shall Be Applied On The Finished Walls & Ceiling With At Least 2-3 Coats To Achieve A Thickness Of Minimum 200 Micron. Before Application Of Sterile Wall Coating An Appropriate Primer Shall Be Applied. The Primer Shall Be Supplied Along With The Paint And Should Be Of The Same Make As That Of Paint. And Shall Be Applied Prior To Coating Of Anti-Bacterial & Anti- Fungus Sterile Paint On Walls & Ceiling 2-3 Coats Shall Be Applied To Achieve A Thickness Of 200 , Laminar Air Flow , The Range Of Ventilated Ceiling Should Provide The Sterility And Cleanliness Required For Ot Environ Ment. Perfect Tightness Should Be Guaranteed By A N Epoxy Seal Between Filters And Holding Structure Disabling Â€Œby Passâ€ Of Hepa Filters. Two Nos . Pressure Measurement Ports Shall Be Provided In Each Housingairflow: 50 +-10% Fpm Class 100/Iso C Lass 5 As Per International Standard & Meets Din 1 946-4. D.O.P. Tested Point To P Oint Scanned Minipleat Hepa Filters Having Followi Ng Technical Specifications To Be Fixed In Above H Ousings F Rame Â€ Aluminium. Type Â€ Flange Type. Media Â€ Micro Fiber Glass . Se Aling Of Media Â€ By Means Of Epoxy. I.P.D. - 15 Mm Wg. F.P.D. Â€ 50 Mm Wg. Separators Â€ Concealed Al. Or Hot Melt G Lue. Capacity Â€ 500 Cfm Size Of Laf - 2400 X 2400 Mmthe Work Should Be Executed As Per The Direction Of Enginee R In Charge , Homogeneous Conductive Pvc Vinyl Flooring In O.T.,Icu,Opd. , Providing And Fixing 2 Mm Thick Homogeneous Conductive Pvc Jeoflor Electro + Sd Roll Acts As A Continous Conductive 10^6 Rt10^8. It Has Preminum Antistatic Properites, ( 100 V) The Product Has To Be Groundedwith An Esd Copper Strip( Cf. Finishes To Meet Its Full Performance The Product Is Non Reactive To Residual Indentation With A Value 0.02 Mm. The Flooring Is A Group Twear Rating Suitableheavey Duty Trafficareasand Bfi-S1 Fire Resisteance. The Product Is Non -Emissive Of Volatile Organic Compounds With 10Ug/M2 ( Tvoc After 28 Days Iso 1000-6.Total Thickness En428 2Mm, En 430 G/Sq.M 2900, Width 426 Cm/Lm 200/20, En (European Standard) En 685 Classs 34-43, Fire Rating En1081 0Hm 1^^6 Rt 10^8 Make Jeo Flor Esd Coundictive Flooring , Writing White Board. , Supply & Installation Of Writing Unit/White Boardof Size 900/600 Mm Having 1.60 Mm Thick White Laminate Board Top, Bonded To A 40 Mm High Density Fiber Board Sheet For Additional Rigidity. The Unit Should Open To Create A Wall Mounted Writing Surface Within The Operating Room. The Work Should Be Executed As Per The Direction Of Engineer-In-Charge. , Storage Unit . , Supply And Installation Of Storage Unit Of Ss 304Of Reputed Make And Having Size 1665 X 865 X350 Mm And Having Two Or More Glass Shelves Of Toughened Glass 10 Mm Thick, Supported With D Type Bracket (Ss 304 Grade) With 10 Mm Thickness And Rubber Gasket Of 2Mm And Mounted Flush On Wall. The Work Should Be Executed As Per The Directions Of Engineer-In-Charge. , Pressure Release Damper. , Supply, Installation, Testing & Commissioning Of Ss Fabricated Cascade Pressure Stabilizer Having Ss Blades To Control Operation Theatre Room - Air Pressure Of Approved Make As Per Tech. Specs Attached. , Peripheral Lights (Dimmable). , Supplying & Fixing Of Sturdy Writing Board Of Size: 840Mm X 640Mm With Perfect Marker Writing Surface In Front And Back Is Laminated To Make Water Proof Surface. The Board Has To Be Provided With Anodized Aluminium Framing And Its Back Should Have Hooks For Wall Hanging Of Approved Make And Type Directly On Wall , Ahu With Outdoor Unit Ac 11.5 Tr Including Insttalation , Double Skin Air Handling Unit :Supply, Installatio N, Testing And Commissioning Of Double Skin Constr Uction Air Handling Units. With Inner Sheet Ss 304 And Ouer Sheet Ppgi With 40 Mm Panel Thickness With Mixing Box With Fa,Ra,Sa Dampers, Fitted With 2 Stage Filteration Arrangment Completed With 10 Micron Filters 5 Mico Nfilter After Fan Section. Suitable For Outdoor In Stallation With 45 Mm Thick Panels With Inner Skin 0.6Mm Thick Aluminium Sheet, Thermal Breack And W Eather Proof.Motor Efficiency Factor - Ie-2Â- Mix Ing Box With Manually Operated Fresh & Return Air Al Dampers.Â- Filter Section With 50 Mm Thick Box Type Pre-Filter (Merv-8) & 305 Mm Thick Rigid Med Ia Type Fine Filter (Merv-10) Mounted On A Common Filter Frame & Viscous/ Wasable Synthetic Type Air Pre-Filterâ- Coil Section With 8 Row Deep Dx Coi L . Fin Material - Plain Aluminium Fin Spacing - 1 1-13 Fpi, Condensing Tray - 22G Ss304, Test Pressu Re - 38Kg/Sq.Cm. Insulation Material For Drain Tra Y-13Mm Thick Close Cell Nitrile Rubber.Â- Uv Lamp , Aluminum Ductiing 22 Gaze , Ducting : ( Al. Sheet Metal )Ducting:- Supply And Fixing Of Site Fabricatedal Sheet Metal Ducts In A Ccordance With Theapproved Shop Drawings And As Re Quired As Per Specifications.All Necessary Gi /Ms Supports Using Thread Rods (As Directed). Angle, F Lat, And Anchor Bolts, Food Grade Neoprene Gaskets , Food Grade Adhesive Included In The Scope. , Insulation , Underdeck Insulation :Supplying And Fixing Of Unde Rdeck Roof Insulation Of 13 Mm Thickness Of Mat Fi Nish Closed Cell Antimicrobile Nitrile Rubber ( Cl Ass O ) Insulation On Existing Surface After App Lying Two Coats Of Cold Setting Adhesive As Requir Ed. , Surgical Scrub (2 Bay). , Supplying, Fixing Installation, Testing Andcommissioning Of Scrub Sink With The Following Specifications:- Compact Surgical Scrub Sink Should Be Designed For Use In Ot Complex For Pre Procedural Scrub Up. (Double Sink Combination Size 1600 Mm X 450Mm X 1650 Mm Back Height& 1200 Mm And Front Heightas Suitable) Â€¢ Each Fixture Should Be Fabricated From Heavy Gauge Type 304 Stainless Steel (Minimum Thickness1.5Mm) And Should Be Seamless Welded Construction, Polished To A Satin Finish Â€¢ The Scrub Sink Should Be Provided With A Front Access Panel Which Should Be Easily Removed For Access To The Water Controlled Valve, Waste Connections, Stoppers And Strainers.Â€¢ Hands Free Operation Should Include Infra-Red Sensors With Programmable Adjustment.Â€¢ Thermostatic Mixing, Valve Control Should Be Located Behind The Access Panel And Maintain Constant Water Temperature.Â€¢ Timing Should Be Adjustable To Meet Individual Application Requirements.Â€¢ Provided With Infrared Sensors, Thermostatic Control Taps With Feel Safe Temperature Controls With Foam Flow Attachments And Provide With Betadine Dispensers .Â€¢ All Units Should Have Reduced Anti- Splash Fronts. Â€¢ Knee/Foot Operated Switch Should Be Provided Additionally. The Work , Sliding Type Hermitically Sealed Ot Door (Autometic) , Supply & Fixing Of Sliding Type Ot Door Having High Density Particle Board Cores, High Pressure Laminate Face On Both Sides, Viewing Window 300 X 300Mm. Standard Size: 1500 X 2100 Mm (W X H) , Surgeon Control Panel. , Supply, Installation, Testing & Commissioning Of Multi Colour Coded Surgeon Control Membrane Touch Panel, Flushed In The Theatre Wall Comprising Of The Following Features & As Per Technical Specification Attached: 1. Display Of Day Clock 2. Display Of Elapse Time Clock 3. Dimmer For Peripheral Lights 4. Medical Gas Alarm 5. Hands Free Telephone 6. Indicator For Temperature & Humidity. , X-Ray View Screen. , Supply, Installation, Testing & Commissioning Of Twin Plate X- Ray Viewing Screen Designed To Provide A High Level Of Control Luminance Without Flickering & As Per The Technical Specification Attached. X-Ray View Screen (Two Screen) Led Overall Dimensions (Lxhxt) 880 X 503 X 29Mm View Area (Wxh) : 736 X 440 Mm Light Source : Led Power Consumption / Input Power : 30W / Ac 100-240V Illumination Intensity : 5,500 Lux Approx. , Surgeon Pendent , Providing & Fixing Of Singale Arm Multi Moveable Surgeons Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthesia Pendant . , Providing & Fixing Of Single Arm (900Mm) Anaesthesia Pendant With Load Carrying Capacity Of 80Kg And Rotational Values Of 330-340 Degree With Adjustable Stopper. The Pendent Should Be Designed With Service Head To Host, Base, Gas Module, Electric Modular And Shelves Upto 8 Gas Outlets & 10 Electrical Switches. Racks & Shelves Should Be Provided To Mount The Equipments Like Monitor Etc. The Surgeon Pendent Should Have Two Arms , Anaesthsia Trolley: Made Of Composite Laminate - Overall Size 950Mmx600mmx570mm H - Cosmokartz Or Equivalent , Eye Ot Table Opthal Ot Table , Cognate Ss- Is A Sophisticated Yet Economical Operating Table Remote Control Specially Designed For C Arm Image Intensifier. Its Unique Design Permits It To Excel Over Competitive Offering In The Areas Of Micro-Neuro, Orthopaedics, Cardiovascular, Ob/Gyn, Ophthalmology, Ent, Urology And Other Major Or Minor Operations, The Electro- Mechanical Driving Mechanism Assures Smooth And Quiet Movements Of The Table Top. The Table Top Is Made Of Radio-Translucent Material For Fluroscopic Capability, Operating Positions Including Height Adjustment, Trendelenberg, Reverse Trendelenberg, Lateral Tilt And Back Section Can Be Controlled Quickly And Accurately With The Help Of Lightweight Hand Control Unit, The Excentrically Positioned Table Top, Without Cross Members, To Optimize Image Intensifier Accessibility For Both A/P & Lateral Exposures Standard Accessories L-Shaped Anaesthetic Frame Shoulder Support With Pad Arm Board With S.S Top Lateral Support With Pad Wrist Strap Knee Crutches Goepal Type Water Proof Rubber Mattress 1 Pc. 1 Pair 2 Pcs. 1 Pair 1 Pair 1 Pair 1 Set , Multi Purpose Ot Table With C - Arm Compitable , Cognate Ss- Is A Sophisticated Yet Economical Operating Table Remote Control Specially Designed For C Arm Image Intensifier. Its Unique Design Permits It To Excel Over Competitive Offering In The Areas Of Micro-Neuro, Orthopaedics, Cardiovascular, Ob/Gyn, Ophthalmology, Ent, Urology And Other Major Or Minor Operations, The Electro-Mechanical Driving Mechanism Assures Smooth And Quiet Movements Of The Table Top. The Table Top Is Made Of Radio-Translucent Material For Fluroscopic Capability, Operating Positions Including Height Adjustment, Trendelenberg, Reverse Trendelenberg, Lateral Tilt And Back Section Can Be Controlled Quickly And Accurately With The Help Of Lightweight Hand Control Unit, The Excentrically Positioned Table Top, Without Cross Members, To Optimize Image Intensifier Accessibility For Both A/P & Lateral Exposures Standard Accessories L-Shaped Anaesthetic Frame Shoulder Support With Pad Arm Board With S.S Top Lateral Support With Pad Wrist Strap Knee Crutches Goepal Type , Instrument Trolley Fully Ss - Double Shelf, Three Sides Railings., Mounted On 5 Diawheels , Two With Brakes, Size 30X18X36H All 304Gss , Led Operating Light , Providing & Installation Of Led Operating Light Having Maximum Illuminance (1M): 160,000 + 160,000 Lux At 1M Distance, Electrical Power: 150 + 90 W, Power Consumption: 2X 11 A, Fitting: Ceiling Anchoring Ring Ceiling Pendant With 2 Brackets And 2 Spring Arms, Range Of Movement: 1X 360° / 1X 330°, Recommended Room Height: At Least 2.45 M, Max. Ceiling Load: 2X 218 Nm / 650 N, Light Body Weight: 9.2 + 7.5Kgs, Light Body Depth: 1X 130 Cm / 1X 140 Cm, Air Shielding Surface: 2 X 330 Cm2 Transformers: 2X 450Va/230V/26V, Brightness Regulator: 2X 20 - 500 Va (Primary Voltage), Provided With 2 Sterilisable Handles With Each Dome, Easy Positioning By Sterilisable Handle, Focus Adjustable By Sterilisable Handle, Life Time Of Bulbs : 45,000 Hours Etc As Per Technical Specifications Attached , Electrical Works & Distribution Board : Supply Laying, Fixing And Testing Of Flexible Copper Wire Thick 2.5Mm Single Core For Equipment,Electrical Power Control , Lights, As Per Requirement , Floor Mate (Icu/Ot Grade) Paint Should Not React With Betadine (Yellow Patch Of Betadine One Floor Looks Very Ankwred) , Glove Box , Multiple Electric Plug Points (65A) For Carm Lithoclast Lap Tower With Complete Electrical Fittings. , Add 18% Gst (In Basic Rate Must Fill 0.18) , Add 1% Labour Cess (In Basic Rate Must Fill 0.01)

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 5

Jharkhand View Result →

26.

Water Resources and Irrigation #11342285 AOC

Contract Date: Jun 23, 2026 Contract Value : ₹ 2.52 Crore

Local Bodies No of Bidders 1

Kerala View Result →

27.

Drinking Water Supply and Sanitation #11337063 AOC

Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Government Work; As Per Scope Of Work; Service Provider-Cleaning Jungie Including Uprooting Or Rank Vegetations. Hiring & Engaging Diesel Pump Of 5 H.P. With Pol For Dewatering Of Pond Etc. All Complete. Excavation In Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Compaction Of Earth Work In Embankment Under Optimum Moisture Conditions To Give At Least 95% Of The Maximum Dry Density (Proctor Density). Cement Concrete Flooring 1:2:4 (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 12-20Mm Nominal Size Laid In One Layer Neat Cement (25 Mm Thick Floor) 20 Mm Thick Cement Plaster In Dado/ Skirting In 1:2 Consisting Of One Part Of Cement And 2 Part Of Approved Coarse Sand Laid In Panels, Finished With 3Mm Floating Coat Of Neat Cement And Marble Dust In Ratio Of 5:1 Including Supply Of All Materials Labour T & P Etc. Required For Proper Completion Of The Work. Preparation Of Beds & Grassing With Selection No.-1 Doob Grass Including Labour, Material And T&P Complete In All Respects. Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement: 6 Coarse Sand: 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With Cement Mortar 1:6

Contract Date: Ref. Documents Contract Value : ₹ 1.63 Crore

Government Departments No of Bidders 4

Uttar Pradesh View Result →

28.

Public Administrative Department #11334063 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 28

Maharashtra View Result →

29.

Public Administrative Department #11325175 AOC

Contract Date: Jun 22, 2026 Contract Value : ₹ 2.52 Lakh

Local Bodies No of Bidders 4

Chandigarh View Result →

30.

Public Administrative Department #11320103 AOC

Contract Date: Jun 19, 2026 Contract Value : ₹ 7.07 Lakh

Government Departments No of Bidders 2

Kerala View Result →

31.

Educational and Research Institute #11318501 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Boards / Undertakings / PSU No of Bidders 34

Puducherry View Result →

32.

Educational and Research Institute #11316829 AOC

Contract Date: Ref. Documents Contract Value : ₹ 39.65 Lakh

Boards / Undertakings / PSU No of Bidders 3

Delhi View Result →

33.

Public Administrative Department #11314664 AOC

Tender For Annual Plan-Edappatta GP 2025-26,Pro.No: 52/26,Kallampara Namaskarapalli - SC colony road-ward 3-General Civil Work-Owned by Edappatta GP - Appendix A- Road Tarring. 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 4 5.1.1a:Prime Coat :- Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 5 5.2.2a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 6 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual Means :- Type A(II) Bitumen (S-65) 7 OD118099/2025-2026:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing

Contract Date: Jun 18, 2026 Contract Value : ₹ 1.68 Lakh

Government Departments No of Bidders 2

Kerala View Result →

34.

Petroleum and Natural Gas #11309325 AOC

Bids Are invited for Custom Bid For Services - 295000 - Bld Soil Inv. Setup Mob N Demob , Boring . . Beyond 20 M , Soil Tests Std. Penetration , Soil Tests Vane Shear , Soil Tests Permeability Bore Hole , Soil Tests Percolation , Soil Tests Electrical Resistivity , Soil Tests Atterberg Limits , Soil Tests Natural Water Content , Soil Tests Dry And Bulk Density , Soil Tests Specific Gr. N Void Ratio , Soil Tests Grainsize Anlsys- Sieve , Soil Tests Grainsize Anlsys-Hydrometer , Soil Tests Triaxial - Drained , Soil Tests Triaxial - Undrained , Soil Tests Consolidation , Soil Tests Chemical-Soil S Le , Soil Tests Chemical-Water S Le , Soil Tests Cbr -Soaked , Soil Tests Cbr -Unsoaked , Soil Tests Proctor Density , Soil Tests Permeability , Crushing Strength , Ser . Report Submit Test , Pmt . Design Engg / Bom / Cost Estimate , . . . Int Loadtest <50T

Contract Date: Ref. Documents Contract Value : ₹ 2.83 Lakh

Boards / Undertakings / PSU No of Bidders 2

Uttar Pradesh View Result →

35.

Housing Urban and Rular Development #11306856 AOC

Contract Date: Apr 23, 2026 Contract Value : ₹ 21.93 Lakh

Government Departments No of Bidders 5

Madhya Pradesh View Result →

36.

Public Administrative Department #11306281 AOC

Contract Date: Jun 19, 2026 Contract Value : ₹ 33.26 Lakh

Local Bodies No of Bidders 3

Maharashtra View Result →

37.

Public Administrative Department #11300148 AOC

Contract Date: Jun 16, 2026 Contract Value : ₹ 4.10 Crore

Government Departments No of Bidders 2

Assam View Result →

38.

Housing Urban and Rular Development #11299927 AOC

Contract Date: Jun 15, 2026 Contract Value : ₹ 19.78 Lakh

Government Departments No of Bidders 5

Uttarakhand View Result →

39.

Housing Urban and Rular Development #11294994 Technical Bid

Tender for Hill Side Drain Clearance (Removal Of Earth From The Choked Hill Side Drain And Disposing It On The Valley Side Manually) , Maintenance Of Earthen Shoulder (Filling With Fresh Selected Soil) Making Up Loss Of Material/Irregularities On Shoulders To The Design Level By Adding Fresh Approved Selected Soil And Compacting It With Appropriate Equipment At Omc Upto A Lead Of 1000 M As Per Technical Specification Clause 1903 , Wbm Grading 3- Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. By Manual Means , Low Porosity Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Bituminous Macadam Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000 M Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504. (Bitumen Vg-10 @ 3.3% Of The Weight Of Mix Has Been Used For Analysis Purpose. The Choice Of Bitumen Will Depend Upon The Prevailing Site Conditions And Shall Be In Accordance With Clause 504 Of Mord) With Bitumen Vg-10 , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providingand Laying Semi Dense Bituminous Concrete With The Use Of Batch Type Hmp Producing An Average Out Put Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specifiedgrading , Premixed With Bituminous Binder And Filler, Transporting Thehotmix To Work Site, Laying With Ahydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rollingwithsmoothwheeled, Vibratoryand Tandemrollers To Achieve Thedesired Compaction As Per Morth Specification Clause No. 508 Complete In All Respects Grading Ii - 10Mm Using Vg - 10 Bitumen (Bituminous Binder @ 5 % Of Mix , Providing And Laying Of Hot Applied Thermoplastic Compound Of Isi Mark Approved Quality Of 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. , Construction Of Scupper , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 (For Height Upto 5 M) Reinforced Cement Concrete Grade M 25 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 plain cement concrete Grade M 10 Nominal Mix 1:3:6 , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702, 704, 1202 And 1204 Random Rubble Masonry In Cement Mortar (1:5) , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Providing Concrete For Plain/ Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete 1:2:4 Grade M 20

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 2

Uttarakhand View Result →

40.

Public Administrative Department #11290947 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 142

Uttar Pradesh View Result →

41.

Public Administrative Department #11286668 AOC

Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 10

Uttar Pradesh View Result →

42.

Defence #11281747 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 5

Rajasthan View Result →

43.

Coal and Mines #11278765 AOC

Bids Are invited for Calibration Services - Mechanical, Thermal; Mass And Volume, Density And Viscosity, Temperature, Density; Nabl Labs; Buyer Premises (Onsite) - Hot Air Oven , Muffle Furnace , Digital Weighing Balance , Humidity Chamber , Glass Thermometer , Thero Hygrometer , Weight Box , Test Sieves , Ph Meter , Pipette , Bulb Pippete , Beaker , Volumetric Flux , Measuring Cylinder , K Type Thermocopule , Vm Furnace , Dry & Wet Therometer , Conveyance Charge

Contract Date: Ref. Documents Contract Value : ₹ 21,417

Boards / Undertakings / PSU No of Bidders 12

Jharkhand View Result →

44.

Housing Urban and Rular Development #11277723 AOC

Contract Date: Jun 17, 2026 Contract Value : ₹ 11.98 Lakh

Government Departments No of Bidders 4

Uttar Pradesh View Result →

45.

Housing Urban and Rular Development #11273064 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Uttar Pradesh View Result →

46.

Rural Development #11269777 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 8

Jharkhand View Result →

47.

Rural Development #11269776 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 6

Jharkhand View Result →

48.

Health and Family Welfare #11269383 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 6

Madhya Pradesh View Result →

49.

Power #11268808 Technical Bid

Tender for Procurement Of Castable Refractory For Refractory Work Inside Bottom Ash Hopper During Unit2 Overhauling Scheduled In Julyaug,2026 At Ahp,Stg1,Sgtpp , Procurement Of Castable Refractory For Refractory Work Inside Bottom Ash Hopper During Unit2 Overhauling Scheduled In Julyaug,2026 At Ahp,Stg1,Sgtpp , Refractory,Fire Crete Special Castable Recommended Service Temperature 1350 Degc,Refractoriness (Min) 1450Degc,Dry Density (Kg/M3) 2250,Coldcrushing Strength (Kg/Cm2) 40 0(At 110Degc) And ( Material Shall Be As Per Calderys Specifications And Should Be Fire Crete Special. Chemical Composition Must Be As: (1) Al2o3:45% Min. (2) Fe2o3 Within 4%, (3) Sio2:46% Max. Equivalent : Ind Fh-45 Spl, Packing:25Kg Hdpe Bag )

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

West Bengal View Result →

50.

Environment and Forests #11268702 AOC

Tender For Construction Of Cc Road Block Minakhan Ced-Iii Sdb 1445M Core Plan - Construction of Concrete Road from Harinhula Biswanath Mannas house (Lat- 22.52305̊ N, Long- 88.75532̊ E) to Gold vantha paschim mohanpur PWD road (Lat- 22.52971̊ N, Long- 88.75227 ̊ E)(Ch.0.00m to 1445.00m)at G.P.- Mohanpur, Block-Minakhan, under Minakhan Sub-Division of C.E.D.-III, S.D.B. Total Length = 1445.00m.(Core Plan). Sl. No. Item Description 1 Fine dressing and making the crest to correct camber and gtrade by cutting and filling earth where necessary including extra earth.. 2 Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. 3 Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. 4 Labour for taking out old soling edging including removing debris(a) Single brick flat soling 5 Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used)(d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern on a layer of brick flat (thickness 75 mm. plus 125 mm) 6 Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.(b) Brick-on-end edging (250 mm) depth. 7 Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(e) Soling or dry pavement with one brick-on-edge on a layer of brick flat (thicknass 125 mm. plus 75 mm.) 8 Construction of Sub Base on prepared surface using Local Materials after mixing by mix in place method at OMC with suitable mixing equipments and spreading in uniform layers with spreading equipments capable of mixing the materials to the desired degree and spreading the mix materials uniformly acording to required line and level including screening the materials as necessary to the satisfaction of the EIC and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one meter wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).a) By using brick aggregates obtained from new Brick Bats and medium sand to be supplied by the agency. 9 Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) 10 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction (b) Where staging is not required 11 Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3)/M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water,cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractors cost. Including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any 12 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight 13 Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). 14 Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.(a) Where boats are not necessary. 15 Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) 16 Supplying empty Cement bags in good condition 17 Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of filling materials, (Earth or sand) and gunny bags. 18 Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. 19 Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within A) Beyond 1.00 km and upto 2.00 km 20 Supplying,laying ,fitting &fixing R.C.C spun pipes and collers with cement morter (1:3) including fixing the pipes collers with jute,pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.a) Spun pipes-300 dia, NP-2 Grade 21 Supplying RCC spun pipe collars including loading , carriage , unloading at site.a)Collar-300 dia, NP2 Grade 22 Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 23 Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) English and Roman 24 Excavation in 0rdinary soil / mixed soil i.e. clay mixed with moorum, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS/WHS/ RESERVOIR / SFMIS etc. withhydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirment of lines, grades and cross section and transporting to embankment / disposal site within all liftsand lead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of measurment : pre work and post work) 25 Supplying and laying open mesh Jute Geotextile (JGT) for slope protection in road embankments, having overall weight of 500gm/m2, thickness 5 mm, width 1220 mm, strength 10 KN/m (in warp direction) and 7.5KN/m (in weft direction) on slopes of embankments dressed and cut to a stable gradient, providing side lapping of 100 mm and horizontal lapping of 250 mm including cutting and anchoring trenches upto 150 mm depth at top and bottom of slope and refilling the same with excavated earth as per direction complete. 26 GST as applicable - @ 18% 27 LabourWelfare cess - @ 1%

Contract Date: Dec 26, 2025 Contract Value : ₹ 76.74 Lakh

Government Departments No of Bidders 3

West Bengal View Result →

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