View Bid Results For Triaxial Test Tenders

We found 198 Bid Results related to triaxial test tenders. You can find Contractor details who won triaxial test tenders along with contract details in Bid awards announcements section.

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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 →

Educational and Research Institute #11136006 AOC

Bids Are Invited For Muffle Furnace (12 Litres Capacity) , Digital Unconfined Compression Testing Equipment , Servo Controlled Rock Triaxial Testing System , Core Cutting And Grinding Machine , Polishing And Lapping Machine , Rock Water Content, Porosity And Density Equipment , Digital Brazilian Test Fixtures , Rock Core Drilling Machine With Core Drilling Bits , Rock Permeability Apparatus , Digital Point Load Test Apparatus Total Quantity : 10

Contract Date: Ref. Documents Contract Value : ₹ 33.50 Lakh

Government Departments No of Bidders 3

Andhra Pradesh View Result →

Petroleum and Natural Gas #11060967 AOC

Bids Are invited for Bore Hole GL to 10m depth , Bore Hole 10m to 20m depth , Hard Rock Bore Hole , Trial Pit , Collection of Undisturbed Sample , Collection of Disturbed sample , Earth Resistivity Test , Standard Penetration Test , Natural Moisture Content Test , Determination of Atterberg Limits , Specific Gravity Test , Dry and Bulk density Test , Consolidating Tests , Grain size analysis GSA mechanical Sieve , Grain size analysis GSA hydrometer analysis , Standard Proctor Test , Modified Proctor Test , Direct shear test , Triaxial Test UU , Unconfined Compression Tests , chemical analysis Soil , chemical analysis ground Water , Free Swell Test , CBR test of subgrade soil , Porosity of rock samples , Water Absorption of rock samples , unconfined compressive strength tests Rock , Dry Density Test Rock , Point Load Index Rock , Specific Gravity test Rock , Plate load test , Soil Investigation Report , Key Plan drawing , Boundary Marking of 13 acres , Topographic survey 13 acres , Boundary wall pillar , Bench mark pillar Total Quantity : 1608

Contract Date: Ref. Documents Contract Value : ₹ 7.65 Lakh

Boards / Undertakings / PSU No of Bidders 8

Rajasthan View Result →

Educational and Research Institute #10967168 AOC

Contract Date: May 05, 2026 Contract Value : ₹ 7.71 Crore

Government Departments No of Bidders 1

Assam View Result →

Defence #10829665 Price Bid

Consultancy Srvcs For Construction Of High Security Wall At Inaz Village Veraval And Prvn Of Certain Special Items For Maritime Acquatic Water Training Facility And Other Allied Structure At Icgs Okha And Prvn Of Single Living Accn For Dsc At Cgdhq1 , 1 . Consultancy Services For Soil Investigantion Tender For The Following 3 Works:- ( A ) Construction Of High Security Wall At Inaz Village , Veraval Under Ge ( I ) Cg Porbandar :- ( I ) Drilling 100 Mm Diameter Bore Hole Upto 6 Metre Depth In Any Type Of Soil Strata , Collecting Disturbed And Undisturbed Soil Samples And Performing Spt Test At 1 Metre Interval , Lab Tests Including Triaxial Test , Direct Shear Test Liquid , Plastic Limit And 10 Supply Man Power And Machinery And Submission Of 3 Copies Of The Report With Spiral Binding . [ Qty- 6 Nos ] Location: Inaz Village , Verval . ( B ) Provision Of Certain Special Items For Martime Acquatic Water Training Facility And Other Allied Structure At Icgs Okha Under Ge ( I ) Cg Porbandar ( Swimming Pool Complex ) :- ( I ) Moblization Of Equipment For Carrying Out Soil Investigation By Drilling Bore Hole 100Mm / 150Mm Diameter Bore Hole Upto 6 Meters And 10 Meters Depth Below Existing Original Ground Level Collecting Disturbed And Undisturbed Soil Samples And Submission Of Soil Investigation Report With All Parameters As Per Relevant Iss With Following Tests In Quadriplicate: ( A ) Field Dry Density Moisture Contents In Accordance Of Is:2720 ( Part-2-1983 ) ( B ) Atterbergs Limits In Accordance Of Is-2720 ( Part-5-1985 ) ( C ) Particle Size Distribution In Accordance Of Is:2720 ( Part-4 ) ( D ) Specific Gravity In Accordance Of Is:2720 ( Part-3 , Sec-1 ) ( E ) Differential Free Swell Test In Accordance Of Is : 2720 ( Part-40 ) ( F ) Uniaxila Compressive Strength In Accordance Of Is:2720 ( Part-10 ) Contd . . . . . 2 / - , ( G ) Spt Value At Every 0 . 50M Internals Or Change Of Strata In Accordance With Is:2131-1981 ( H ) Sbc Based On Rmr Value In Accordance Of Is:12070 ( I ) Depth Of Water Table ( Maximum / Minimum ) . ( J ) Depth Of Expansive Soils And Its Properties , If Any . ( K ) Value Of Cohesion And Angle Of Internal Friction . ( L ) The Depth Of Bore Hole To Be Taken Upto 6M And 10M From Original Gl . ( M ) Recommendation For Filling Under Floors And Filling Under Protection Including Plinth Protection . ( N ) Soil Characteristics . ( O ) Chemical Analysis Of Soil And Recommendation And Type Of Cement To Be Used For Rcc Foundation Details Of Soil Profile And Bore Logs . ( P ) Recommended Sbc At Different Depth Of Foundation . ( Q ) Photographic Record Of Testing Of Bore Hole . ( R ) Any Other Recommendations . [ 6M Bore Hole :3 Nos ] [ 10M Bore Hole: 3 Nos ] ( C ) Provision Of Single Living Accommodation For Defence Security Corps ( Dsc ) At Cgdhq-1 , Porbandar Under Ge ( I ) Cg Porbandar :- ( A ) Carrying Out Soil Investigation Including Drilling 100M / 150Mm Diameter Bore Hole Upto 2 Meters To 10 Meters Depth Below Existing Ground Level Collecting Disturbed And Undisturbed Sample Performing Spt And Carrying Out All Laboratory Test And Submission Of Report All As Specified And Directed . [ Qty - 6 Nos ] ( B ) Carrying Out K-Value Test Including Testing And Reporting . [ Qty- 4 Nos ] ( C ) Carrying Out Field Cbr Including Testing And Reporting . [ Qty-4 Nos ]

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

Statutory Bodies & Commissions/Committees No of Bidders 5

Goa View Result →

Defence #10820300 Price Bid

Soil Investigation , Constr Of Otm Accn For Ncos/Or At Bv Yard Port Blair Please Ref Tender Documents , Note: The Prepriced Rate Indicated As 0 . 00 Under Col . 6 And As 0 . 000 Indiacted Under Col No 14 To 20 Signifies This Fact Only . Bidder Shall Insert Their Rates In Green Filed Under Col-6 . And Other Charges Like Taxes , Ed , Freight Etc Are Shall Filed In The Respective Col , 04 Bore HolesM&L For Carrying Out The Soil Investigation In Respect Of The Soil Investigation To Cover Field And Laboratory Studies Includes:-1 . Mobilisation Of Plants & Equipments Incl Men And Materials As Required At Site Of Soil Investigation , Setting Of Boring /Drilling As Required And De-Mobilisation Of Plants And Equipments On Completion Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For The Purpose Of Testing ) . = 01 Job2 . Shifting Of Entire Arrangement From One Bore To Another Bore Hole Location And Setting Of Boring/Drilling As Required And Directed By Engr-In-Charge : = Each - 033 . 04 Nos Bore Holes Of 150Mm Dia Of Each 15M Depth ( Total 60Rm ) Thorugh Any Type Of Soil/Soft Rock/Hard Rock: Rm = 604 . Carrying Out Standard Penetration Test ( S P T ) As Per Is 2131 Incl Collecting Of Disturbed Soil Samples In Bore Holes At Every One Meter Depth Or Any Change Of Strata Including The Report With All Requisite Data . = 60 Each ( Note : Spt Need Not Be Repeated For Same Strats ) 5 . Collecting Of Undistrubed Soil Samples At 3 . 00M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walled Tube Incl Waxing Sealing , Packing And Transportation To The Lab . = 20 Each6 . Excavation Of Trial Pit Up To 3M Depth Having Size 1 . 2 X 1 . 2 For Collecting 01 Nos Of Uds Sampe : Each 017 . Conducting Necessary Tests On All Collection Of Ds/Uds/Spt Samples Which Includes The Soil Bearing Capacity:- ( A ) Atterberg Limits . ( B ) Natural Moisture Content . ( C ) Wet And Dry Unit Density . ( D ) Particle Size ( Soil Grain Size ) ( E ) Consolidation Test Including Preconsolidation Pressure . ( F ) Triaxial Shear Test ( G ) Direct Shear Test ( C & # Determination ) ( J ) Unconfined Compression Test ( K ) Crushing Strength Of Rock Samnple . ( L ) Free Swell Index ( M ) Shrinkage Limits ( N ) Soluable Salt Content ( Sulphate , Chloride & Ph Content ) ( P ) Specific Gravity Test= Each 04 Bore Hole . 8 . Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 Section 2 , Para 3 . 5 ) ( A ) Containing Scope Of Investigation ( B ) Method Of Drilling Bore Hole ( C ) Sampling Of Bore Hole ( D ) Visual Description Of Soil Sample ( E ) Ground Levels Along With Ground Water Table Level ( F ) Test Results ( Borth Laboratory And Field ) Including Graphs ( G ) Photographs Of Equipment Used And Samples Collected With Descriptions ( H ) Photographs Of Laboratroy Test Samples After Testing ( J ) General Observations Of Vicinity ( Streams , Foundation System Adopted Etc ) ( K ) Longitudinal And Transverse Section Profiles Of Substrata ( L ) Analysis Of Field And Laboratory Test Results ( M ) Calculations For Arriving At Allowable Bearing Capacity As Per Is And Pile Capcities At Suitable Depth ( N ) Recommendation For Suitability Of Foundation = Job 01Note:- Quoted Rate Fol Sl No 02 Should Include Gst For Andaman & Nicobar Islands .

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

Statutory Bodies & Commissions/Committees No of Bidders 2

Andaman And Nicobar Islands View Result →

Defence #10820200 Price Bid

Quotation Inquiry For Job Order To Soil Investigation For Provision Of Deficient Guard Room Integrated Security Watch Towers And Allied Works At Ts Mahul Mumbai03 , ( A ) Boring 01 No Of Hole As Shown On Drawing 100 Mm Dia By Rotatory Drilling For Soil Investigation In Any Type Of Soil Including Boulders , Weathered Rock And 76Mm Dia Hole In Hard Rock By Dimond Cutting To Depth 10 To 15 Mtr As Directed By E1c Alongwith Spt At Every 1 . 50 Mtr From Gl Till Expected Depth Spt And Other Tests Required For Designing The Foundation Of Building . Test Report Should Include All The Tests As Required For Designing The Foundation Such As Spt Valus , Bore Logs Soil Clarification And Also Should Cover The General Recommendations For The Proposed Type Of Foundation System , Safe Bearing Capacity Likely Total Settlement Etc . The Report Shall Be Submitted In Quintuplicate Duly Bounded In A Presentable Manner . The Unit Rate Quoted Shall Be Deemed To Be Included , The Cost Of Submission Of Such Reports And Samples Of Soil . ( B ) The Quantaties Mentioned In Sl No ( A ) Above Are Tentative , These Will Be Measured And Paid Actually Executed At Site . ( C ) The Work Is In Restricted Area . ( D ) No Water Will Be Supplied By The Department . ( E ) The Report Should Contain Following For Future Reference Duly Bound In Book Form As Per Standard Practice In Quintuplicate . ( I ) Bore Hole Chart . ( Ii ) Profile Of All Bore Hole . ( Iii ) Bearing Capacity Calculation . ( Iv ) Consolidated Test On Undisturbed Clay Samples . ( V ) Unconsolidated And Undersized Triaxial Shear . ( Vi ) Crushing Strength Of Hard Rock Samples Recovered From Drilling Through Hard Cock . ( Vii ) Chemical Analysis Of Ground Water For Ph , Sulphate , Chloride Etc . Note :- Quoted Rate Includes Design Of Foundation For Watch Tower & Guard Room Buildings . Report Of Soil Testing To Be Submitted Along With Design Of Foundation . Drawing Of The Building Will Be Provided By Ge ( Nw ) Mankhurd .

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

Statutory Bodies & Commissions/Committees No of Bidders 6

Maharashtra View Result →

Defence #10820195 Price Bid

Quotation Inquiry For Job Order To Soil Investigation For Bulk Store House At Nsd Mankhurdl Mumbai 06 , ( A ) Boring 01 No Of Hole As Shown On Drawing 100 Mm Dia By Rotatory Drilling For Soil Investigation In Any Type Of Soil Including Boulders , Weathered Rock And 76Mm Dia Hole In Hard Rock By Dimond Cutting To Depth 10 To 15 Mtr As Directed By E1c Alongwith Spt At Every 1 . 50 Mtr From Gl Till Expected Depth Spt And Other Tests Required For Designing The Foundation Of Building . Test Report Should Include All The Tests As Required For Designing The Foundation Such As Spt Valus , Bore Logs Soil Clarification And Also Should Cover The General Recommendations For The Proposed Type Of Foundation System , Safe Bearing Capacity Likely Total Settlement Etc . The Report Shall Be Submitted In Quintuplicate Duly Bounded In A Presentable Manner . The Unit Rate Quoted Shall Be Deemed To Be Included , The Cost Of Submission Of Such Reports And Samples Of Soil . ( B ) The Quantaties Mentioned In Sl No ( A ) Above Are Tentative , These Will Be Measured And Paid Actually Executed At Site . ( C ) The Work Is In Restricted Area . ( D ) No Water Will Be Supplied By The Department . ( E ) The Report Should Contain Following For Future Reference Duly Bound In Book Form As Per Standard Practice In Quintuplicate . ( I ) Bore Hole Chart . ( Ii ) Profile Of All Bore Hole . ( Iii ) Bearing Capacity Calculation . ( Iv ) Consolidated Test On Undisturbed Clay Samples . ( V ) Unconsolidated And Undersized Triaxial Shear . ( Vi ) Crushing Strength Of Hard Rock Samples Recovered From Drilling Through Hard Cock . ( Vii ) Chemical Analysis Of Ground Water For Ph , Sulphate , Chloride Etc .

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

Statutory Bodies & Commissions/Committees No of Bidders 6

Maharashtra View Result →

Defence #10766100 Price Bid

Tender For Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22- Conducting Soil Investigation Test At Site As Per Relevant Specification Of Is-2131, Is-6403, Is-1498 & Is-2720 And Submit The Report As Per Following :- ( A ) Drilling Of 150 Mm Diameter Bore Hole In All Types Of Soils As Per Depth Indicated Below Or Refusal Strata Which Ever Is Earlier As Per Instruction Of The Eng-In-Charge. Refusal Defined As And When N Value Is 100 Or More For 30 Cm Or Part Penetration. ( A ) Conducting Standard Penetration Test ( Spt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:2131-1981Orconducting Dynamic Cone Penetration Test ( Dcpt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:10042-1981 ( Applicable For Gravel, Boulder Deposit Type Of Soil ) ( B ) Collecting Disturbed Soil Sample From The Location Of Conducting Spt / Dcpt ( C ) Collecting Undisturbed Soil Samples At 1.50 M Intervals Or Change Of Strata Whichever Occurs Earlier. ( D ) Analysis Of Liquefaction Potential For Earthquake As Per Zone-Iv Of Is:1893-2016 ( Part-1 ) ( E ) Recording The Ground Water Table If Observed Upto Exploration Depth, As Per Is:6395-1973. ( F ) Conducting All Necessary Laboratory Tests On Samples Collected For Their Different Engineering Properties. Following Test Will Be Carried Out :- ( I ) Dry Density And Moisture Content As Per Is:2720 Part-2 & 29 ( Ii ) AtterbergS Limit As Per Is:2720 Part-5-1985 ( Iii ) Particle Size Analysis As Per Is:2720 Part-4-1985 & Is For Classification Of Soil ( Iv ) Specific Gravity As Per Is:2720 Part-3 Sec-2-1980 ( V ) Consolidation Test As Per Is:2720 Part-15-1986 And Compression Value Index ( Vi ) Free Swell And Swell Pressure Test As Per Is:2720 Part-40-1977, Part-41-1977 ( Vii ) Bulk Density ( Viii ) Organic Matter In Soil If Any ( Ix ) Triaxial Compression Test And Determination Of ( C & ? Value ) Shear Parameters As Per Relevant Is ( X ) Harmful Salt. ( B ) Transportation Of Equipment / Mobilization / Dematerialization Of Equipment Etc For Soil Investigation. ( C ) Details Specification As Per Tender Documents

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

Statutory Bodies & Commissions/Committees No of Bidders 6

Himachal Pradesh View Result →

10.

Educational and Research Institute #10685546 Price Bid

Supply Of Cyclic Triaxial Test Setup Supply And Installation Of Cyclic Triaxial Test Setup , Cyclic Triaxial Test Setup , Cyclic Triaxial Test Setup

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

Boards / Undertakings / PSU No of Bidders 3

Kerala View Result →

11.

Defence #10542193 Price Bid

Provision of Operations Control centre at Port Blair AS A Part of Force Accretion in ANC AOR , note: the prepriced rate indicated as 0 . 00 under col . 6 and as 0 . 000 indiacted under col no 14 to 20 signifies this fact only . bidder shall insert their rates in green filed under col-6 . and other charges like taxes , ed , freight etc are shall filed in the respective col , m&l for carring out the soil investigation in respect of the soil investigation to cover field and laboratory studies includies:- ( a ) mobilisation of plants and equipments including men and materials as required at site of soil investigation setting of boring/drilling as required and de-moblisation of plants and equipments on completion of work etc complete ( which includes conveyance of sample collected to testing lab as required for the purpose of testing ( 01 job ) ( b ) shifting of entire arrangement fromone bore to another bore hole location and setting of boring/drilling as required/directed by engineer0in-charge ( 04 each ) ( c ) boring 150mm dia boreholes with 15 . 0m depth through following type of strata ( i ) any type of soil ( 60 rm ) , ( ii ) soft rock ( 10 rm ) , ( iii ) hard rock ( 05 rm ) ( d ) collection of undistrubed soil samples at3 . 0 mtrs intervals or at any change in 150mm bore thin wall tube of strata including waxing , sealing , packing , transporting etc complete ( 25 each ) . ( e ) carrying out standard penetration test ( spt ) as per is 2131 including collection of disturbed soil samples in bore holes at every 1 . 0 mtrs depth or at any change of strata and submit the report with all requsite data ( 75 each ) . ( f ) conducting necessary test on all collection of ds/uds/spt samples which includes the determination of the following tests ( 05 each ) . ( i ) shrinkage limits ( ii ) atterberg limits ( iii ) natural moisture content ( iv ) wet and dry density ( v ) particle size ( soil grain size ) ( vi ) consolidation test ( vii ) triaxial shear test ( viii ) dtrect shear test ( ix ) specific gravity ( x ) crushing strength of rock sample ( xi ) testing of water sample ( xii ) free swll index complilation and anaysis of laboratory and field test result and submission reports in 4 sets along with recommendations for selection of type of foundation with supporting design details and recommendation of sbc etc complete ( 01 job ) .

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

Statutory Bodies & Commissions/Committees No of Bidders 3

Andaman And Nicobar Islands View Result →

12.

Public Administrative Department #10499862 Price Bid

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

Government Departments No of Bidders 5

Andaman And Nicobar Islands View Result →

13.

Defence #10441087 Price Bid

Soil Investigation Provn Of Parade Ground And Wet Weather Training ( Drill ) Shed ( Spl Item ) With Allied Facilities At Cg Otm Complex At Hut Bay Please Ref Tender Documents , Note: The Prepriced Rate Indicated As 0 . 00 Under Col . 6 And As 0 . 000 Indiacted Under Col No 14 To 20 Signifies This Fact Only . Bidder Shall Insert Their Rates In Green Filed Under Col-6 . And Other Charges Like Taxes , Ed , Freight Etc Are Shall Filed In The Respective Col , M & L For Carring Out The Soil Investigation In Respect Of The Soil Investigation To Cover Field Work And Laboratory Studies Includes :- ( A ) Mobisation Of Plants & Equipments Incl Man & Materials Required At Site Of Soil Investigation , Setting Of Boring/Drillings As Required And Demolition Of Plants And Equipments On Complition Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For Tghe Purpose Of Testing ) = 01 Job ( B ) Boring 150Mm Dia Bore Hole To 10M Depth Throgh Following Type Of Strata :- ( A ) Any Type Of Soil = 35 Rm ( B ) Soft Rock = 10 Rm ( C ) Hard Rock = 5 Each ( C ) Carrying Out Standard Penetration Test ( Spt ) Including Collection Of Distrubed Soil Samples In Bore Holes At Every 1 M Depth Or Any Change Of Strata And Submit The Report With All Requsite Data = 50 Each ( D ) Collection Of Undirsturbed Soil Sample At 3M Intervals Of At Any Change Strata In 100Mm Bore Thin Walled Tube Including Waxing Sealing And Packing = 15 Each ( E ) Conducting Necessary Tests On All Collected Samples Which Includes The Determination Of = 05 Each Bore Hole ( A ) Atterberg Limits ( B ) Natural Moisture Content ( C ) Wet And Dry Density Unit Weight ( D ) Soil/Particle Size ( Soil Grain Size ) ( E ) Consolidation Test Including Pre Consolidatino Pressure ( F ) Tri-Axial Shear Test ( G ) Shrinkage Limit ( H ) Specifice Gravity Test ( J ) Direct Shear Test ( C&O Determination ) ( K ) Unconfined Compression Test ( L ) Crushing Strength Of Rock Samples ( M ) Free Sweli Index ( N ) Shrinkage Limit ( O ) Soluble Salt Content ( Sulphate Chloride And Ph Content ) ( F ) Excavation Of Trial Pit Up To 3 M Depth Having Size 1 . 2 M X 1 . 2 M X 3 . 0 M For Collecting 3 Nos Uds Samples Including The Test ( I ) Atterbergs Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Denisity ( Iv ) Particle Size ( Soil Grain Size ) ( V ) Triaxial Shear Test Of Direct Shear Test ( Vi ) Specifice Gravity ( Vii ) Free Swelling Index ( Viii ) K Vlaue = 01 Job ( G ) Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 , Section 2 , Para 3 . 5 ) Contaioning Scope Of Investigation , Method Of Drilling Bore Hole , Sampling Of Bore Hole , Visual Description Of Soil Sample , Ground Levels Along With Ground Water Table Level . Test Results ( Both Laboratory And Field ) Including Graphs , Photographs Of Equipment Used And Samples Collected With Descriptions , Photographs Of Laboratory Test Samples After Testing , General Observations Of Vicinity ( Streams Foundation System Adipted Etc ) Longitudinal And Transverse Section Profiles Of Substrata Analysis Of Field And Laboratory Test Results , Calculation For Arriving At Allowable Bearing Capacity As Per Is And Pile Capacities At Suitable Depth , Recommendation For Suitability Of Foundation = 01 Job

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

Statutory Bodies & Commissions/Committees No of Bidders 3

Andaman And Nicobar Islands View Result →

14.

Educational and Research Institute #10319354 Price Bid

Supply Of Laboratory Equipment Kit Component For Civil Engineering Department , Constant Volume Mould For Triaxial And Ucs Test , Field Density By Sand Replacement Apparatus , Evaporating Dish , Sampling Kit , Sieve ( 425 Micron, 1.7 Mm, 150 Micron, 2.36 Mm, 1.18 Mm ) , Laboratory Dessicator , Soil Ph Meter , Density Bottle For Bitumen , Heat Resistant Gloves For Bitumen Test , Marshall Stability Test Apparatus , Cannon Manning Vacuum Viscometer , Sayboltfurol Viscometer , Bitumen Extractor Test Apparatus , Equipment For Water Absorption Test Of Aggregate , Levelling Staff , Electronic Theodolite , Auto Level , Prismatic Compass , Table For Plain Table Surveying , Optical Square , Arrow , Measuring Tape ( 20 M And 30 M ) , Surveying Chain ( 20 M And 30 M ) , Rain Gauge ( Standard ) , Double Ring Infiltrometer , Evaporimeter , Sunshine Recorder , Minor Losses ( Sudden Enlargement And Sudden Contraction ) In Pipes Apparatus , Hydraulic Coefficient Of Orifice ( Flow Through An Orifice / Orifice And Free Jet Flow ) Apparatus , Hot Air Oven , Laboratory Dessicator , Le Chatelier Apparatus , Wheel Cart , Autoclave , Needle Vibrator

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

Local Bodies No of Bidders 6

West Bengal View Result →

15.

Defence #10269984 Price Bid

Soil Investigation For Provisioning Of Deficient Married Accommodation For Officers And Airmen At Af Stn Dinjan ( Ph-I ) , ( A ) Boring Through Sand / Clay / Silt Strata From Ground Level To 10 Mtrs Depth And Bore 150Mm Dia. ( B ) Carrying Out Standard Penetration Test In Bore In Bore Holes As Per Is: 2131-1985. ( C ) Collecting Disturbed Samples At Every 0.50 Mtr Or Change Of Strata Including Packing And Handling All Complete. ( D ) Collecting Undisturbed Soil Samples At 1.00 Mtr Or Change Of Strata Including Packing And Handling All Complete As Per Is: 2132-1985. ( E ) Carrying Out Laboratory Test For :- ( I ) Grain Size ( Ii ) Liquid And Plastic Limits ( Iii ) Natural Moisture Content ( Iv ) Specify Gravity ( V ) Bulk And Dry Density ( Vi ) Shear Characteristics Of Undisturbed Samples Using Direct Shear / Triaxial Shear Test ( Vii ) Unconfirmed Compression Test ( Viii ) Consolidation Test ( Ix ) Atterberg Limitstest ( X ) Chemical Analysis Of Soil And Ground Water That I.E. Ph Value, Chloride Content And Sulphate Content. ( F ) The Report To Include Clearly The Following Parameters :- ( I ) Suggested Sizes And Depth Of Foundation To Be Taken For Single / Double Storied Building. ( Ii ) Recommendation Of Sbc And Type Of Foundation ( Iii ) Recommendation Of Pile With Pile Capacity In Case Weaker Strata Is Encountered And Other Recommendation For Foundationif Necessary. ( Iv ) Recommendation Of Exisiting Soil For Backfill Purpose. ( V ) The Report Shall Be Vetted By Iit / Nit / Any Govt Engineering College For Verification. ( Vi ) Six Set Of Binder Hard Copy Along With Photographic Record Of Site Work And 02Set Of Soft Copy With Calculation Shall Be Submitted With Report. ( Vii ) During Scrutiny Of Report Any Clarification / Amendment Required In The Report To Be Carried Out Without Any Exatra Charge. => Limited

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

Statutory Bodies & Commissions/Committees No of Bidders 3

Assam View Result →

16.

Defence #10201625 Price Bid

Tender For Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22 , Conducting Soil Investigation Test At Site As Per Relevant Specification Of Is-2131, Is-6403, Is-1498 & Is-2720 And Submit The Report As Per Following :- ( A ) Drilling Of 150 Mm Diameter Bore Hole In All Types Of Soils As Per Depth Indicated Below Or Refusal Strata Which Ever Is Earlier As Per Instruction Of The Eng-In-Charge. Refusal Defined As And When N Value Is 100 Or More For 30 Cm Or Part Penetration. ( A ) Conducting Standard Penetration Test ( Spt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:2131-1981Orconducting Dynamic Cone Penetration Test ( Dcpt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:10042-1981 ( Applicable For Gravel, Boulder Deposit Type Of Soil ) ( B ) Collecting Disturbed Soil Sample From The Location Of Conducting Spt / Dcpt ( C ) Collecting Undisturbed Soil Samples At 1.50 M Intervals Or Change Of Strata Whichever Occurs Earlier. ( D ) Analysis Of Liquefaction Potential For Earthquake As Per Zone-Iv Of Is:1893-2016 ( Part-1 ) ( E ) Recording The Ground Water Table If Observed Upto Exploration Depth, As Per Is:6395-1973. , ( F ) Conducting All Necessary Laboratory Tests On Samples Collected For Their Different Engineering Properties. Following Test Will Be Carried Out :- ( I ) Dry Density And Moisture Content As Per Is:2720 Part-2 & 29 ( Ii ) Atterbergs Limit As Per Is:2720 Part-5-1985 ( Iii ) Particle Size Analysis As Per Is:2720 Part-4-1985 & Is For Classification Of Soil ( Iv ) Specific Gravity As Per Is:2720 Part-3 Sec-2-1980 ( V ) Consolidation Test As Per Is:2720 Part-15-1986 And Compression Value Index ( Vi ) Free Swell And Swell Pressure Test As Per Is:2720 Part-40-1977, Part-41-1977 ( Vii ) Bulk Density ( Viii ) Organic Matter In Soil If Any ( Ix ) Triaxial Compression Test And Determination Of ( C & ? Value ) Shear Parameters As Per Relevant Is ( X ) Harmful Salt. , ( B ) Transportation Of Equipment / Mobilization / Dematerialization Of Equipment Etc For Soil Investigation. ( C ) Details Specification As Per Tender Documents => Limited

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

Statutory Bodies & Commissions/Committees No of Bidders 2

Himachal Pradesh View Result →

17.

Defence #10133644 Price Bid

Provision 01 X Equipment Room Size 30 X 22 Feet Of 3 Ug We Det At Khavda Under Ge Army Bhuj , To Carryout The Test Ascertain Soil Profiles / Proportion In Determine Safe Bearing Capacity Complete With Field And Lab Investigation To Revelent Specification Of Is 2131 , Is 6403 , Is 1498 & Is 2720 . Conducting Soil Investigation For The Following : ( A ) 150 Mm Dia Meter Bore Holes As Per Is Specification . ( B ) Bore Holes ( I ) No Of Bore Holes = 01 No ( Ref Note ) ( Less Than 4000 Sqm Area Of Bldg ) ( Ii ) Depth Of Bore Hole= 10 M ( Ref Note ) ( C ) Collection Of Disturbed And Undisturbed Soil Sample At Interval Of 1 . 00 Mtr Or At Change Of Strata Or As Per Relevant Is Code . ( D ) Conducting Lab Test On Disturbed Soil Samples As Considered Necessary According To Relevant Specification Of Is 2720:- ( I ) Sieve Analysis ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density ( E ) Conducting Lab Test On Undisturbed Soil Samples As Considered Necessary According To Relevant Specification Of Is 2720:- ( I ) Sieve Analysis ( Ii ) Atterberg Limits ( Iii ) Natural Moisture Content ( Iv ) Particle Size Analysis Test ( V ) Bulk Density ( Vi ) Specific Grav ( Vii ) Free Swell Index And Swelling Property Of Soil ( Viii ) Organic Matter In Any Soil , If Any ( Ix ) Consolidation Test ( Compressed Index Value ) , ( X ) Triaxial Compression Test And Determination Of Shear Parameters ( C & O ) Test As Per Relevant Is . ( Xi ) Harmful Salt ( Complete Investigation As Already Ref . ) ( F ) Ground Water Table :- ( I ) Maximum And Minimum Levels On Ground Water In The Area With Sources Of Information . ( Ii ) Ground Water Table During Investigation ( G ) Submission Of Six Copies Of Test Reports With Detailed Description Of Field Investigation , Soil Classification And General Nature Of Soil Strata , Water Table , Inpretation Of Test Results , Grains Size , Distribution Curves , Compressive Index Curves , Site Plan Etc . ( H ) The Sbc Of The Soil Is Required To Be Given As Per Following Table Calculation Of Bearing Capacity Will Be Governed Generally As Per Is 8009 ( Pt- I ) - 1976 , Is-2720 ( Pt- Ii ) -1980 , Is 6403- 1981 , Is 1904-1986 & Is 1080-1985 And Other Relevant Is Codes :- Depth Of Safe Bearing Capacity Of Soil In T / M For Footing Sizes Foundation 1 . 00M 1 . 20M X 1 . 20M . 50M X 1 . 50M 2M X 2M 2 . 50M X 2 . 50M 1 . 50M 2 . 00M 2 . 50M , ( J ) With Every Sites Soil Investigation Report , A Detailed Site Plan Showing The Approx Location Of Each Bore Duly Numbered As Per Log Of Bore Hole Should Be Enclosed . Location Of Foundation Of Adjacent Structures , Especially Those That Might Be Impacted By The Porposed Construction . ( K ) Every Page Of The Soil Investigation Report Should Have The Name Of The Job For Which Soil Investigation Is Being Carried Out . In Case Of Multiple Sites Of A Single Job Are Being Investigated Name Of Each Site Shall Be Put On Each Page Of Report Pertaining To The Site . ( L ) All Pages Of The Soil Investigation Report Shall Be Serially Numbered , Stamped And Signed By The Agency Carrying Out The Soil Investigation . Report Should Be Scrutinised By Ge And Cwe For Correctness And Endorse . ( M ) Consultancy Services For Devoloping Architectural , Structural Drawings Structural Analysis , Designs And Detailed Estimates , Take Off Bill Of Quantities And Pricing As Per The Is Standards And Structural Detailings Codes And Submission Of The Detailed Calculation Of Stage Wise Yard Stick Material Calculation , Section Wise Calculation ( Stage Wise ) :- The Rate Shall Include The Following As Below :- ( 1 ) Preparation & Approval Of Architectural Drawings ( Ii ) Submission & Approval Of Structural Design Drawings And Vettted By Engineering College ( Iii ) Submission And Approval Of Detailed Working Drawing ( Archictural And Structural Drawings Including Schedule Of Finishes And Site Plan ( Sextuplicate ) ( Iv ) Submission & Approval Of Detailed Estimate Rate Analysis For Buildings / Structures ( V ) Submisson Of Report Alongwith Recommendations In 5 Copies .

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

Statutory Bodies & Commissions/Committees No of Bidders 3

Gujarat View Result →

18.

Housing Urban and Rular Development #10094828 Price Bid

In-Situ And Laboratory Testing For Rock And Construction Materialsfor Gandikota Psp, Ysr, Andhra Pradesh - Rock Mechanics Tests Of Core Samples 2 Water Content, Pososity, Density And Related Properties Of Rock Material 3 Hardness 4 Slake Durability Index 5 Dynamic Modulus ( P-Wave & S-Wave Velocity ) 6 Point Load Index ( Diameteral And Axial ) 7 Strength And Deformability In Uniaxial Condition 8 Indirect Tensile Strength ( Brazilian ) 9 Tri-Axial Shear Test For Shear Strength Parameters 10 Coarse Aggregate 11 Specific Gravity 12 Water Absorption 13 Aggregate Impact Value 14 Aggregate Crushing Value 15 Aggregate Abrasion Value ( Los Angeles ) 16 Soundess Loss 17 Petrographic Test 18 Potential Alkali Silica Reactivity Test ( Mortar Bar Method As Per Astm C 1260 ) / Alkali Carbonate Test 19 Fine Aggregate 20 Specific Gravity 21 Fineness Modulus And Zoning 22 Material Finer Than 75Μ 23 Organic Impurities 24 Mica Content 25 Soundess Bar 26 Petrographic Test 27 Potential Alkali Silica Reactivity Test ( Mortar Bar Method As Per Astm C 1260 ) / Alkali Carbonate Test 28 Conducting Field Permeability Test In Rock In Drill Holes At Various Depths 29 Acidityalkalinityorganic Solidsinorganic Solidssulphates ( As So3 ) Chloride ( As Ci ) Suspended Matterph Value 30 Rockfill Material 31 Largesizetriaxial Sheartest ( Rockfill Material ) For Stress-Strain Volume Change Behaviour And Evaluate The Shear Strength Parameters I.E. Angle Of Shearing Resistance, F And Cohesion, C Required For Designing The Cofferdams And Dam 32 Specific Gravity And Relative Density Test 33 Deformability And Permeability 34 Field Gsd ( Grain Size Distribution ) Test For Prototype And Modeled Material Gsd Curve, Breakage Factor – Based On Pre And Post-Tests Grain Size Distribution Curves 35 Investigation On Soil / Clay From Borrow Area 36 Mechanicalanalysis And Atterberg Limits ( Liquid Limit, Plastic Limit, Plasticity Index ) , Shrinkage Limit, Swelling Index; Soil Classification 37 Standard Proctor Compaction Tests 38 Specific Gravity 39 Triaxial Tests ( Consolidated Undrained ) With Pore Water Pressure Measurement 40 One Dimensional Consolidation Test 41 Lab Premeability Tests 42 Soil Dispersivity Identification Tests With Crumb, Scs Double Hydrometer, Pin Hole, Pore Water Extract Analysis Etc. ) 43 Chemical Analysis Of Soil ( Ph, Total Soluble Salts, Calcium Carbonate, Water Soluble Sulphate, Water Soluble Chloride, Organic Matter Etc

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

Boards / Undertakings / PSU No of Bidders 4

Andhra Pradesh View Result →

19.

Defence #10067962 Price Bid

Soil Investigation For Provn Of Main Receiver Station With 33 Kv Independent Feeder For Naa Under Ge ( N ) Tezpur , Mobilization Of Necessary Eqpt And Man Power To The Project Site And Dismantling Of The Same Of Completion Of Fd Work From The Site , Shifting Of Necessary Eqpt And Man Power From One Site To Another With In 500 M For Carrying Out Erection Incl Dismantling Of Boring Eqpt At Specified Location . , Provision Of Bore Hole 150Mm Dia In Any Type Of Soil Upto Max 10Mtr Or Upto Refusal ( N=100 ) Whichever Meet After Including Connection Of Undisturbed Sample From Cohesive Soil Only And Conducting Standard Penetration Test At 1 Mtr , 1 . 5 Mtr , 2 Mtr Interval Thereafter Or On Change Of Strata . , Conducting Following Lab Test And Bore Selected Soil Sample And Relevant Moisture Content , Bulk And Dry Density Sleeves And Hydrometer Analysis Liquid And Plastic Limit , Sp Gravity , Unconfined Compression Or Direct Shear Test . ( I ) Direct / Triaxial Shear Test ( Ii ) Grain Distribution Curves & Pattern In Bore Holes . ( Iii ) Type Of Soil , C Value ( Iv ) Bulk Density ( V ) Natural Moisture Content ( Vi ) Dry Density ( Vii ) Water Table ( Viii ) Specific Gravity ( Ix ) Atterberg Limit ( X ) Hydrometer Analysis ( Xi ) Liquid & Plastic Limit ( Xii ) Swelling Index , Completion Of Laboratory Test , Collection Of Data And Preperation Of Draft Report With Software , Final Copy Printing And Submission Of Report 5 ( Five ) Booklets Suggesting The Type Of Foundation Different Depth Of Bearing Capacity Minimum Depth Of Foundation Also To Be Recommended As Per Relevant Is CodeNote: Following Parameters Will Also Form Part Of The Geo-Exploration Report To Be Submitted By Soil Consultant ( A ) Rl Of The Ground Level/ Foundation Level With Ref To A Bm Should Invariabily Be Mentioned In The Soil Investigation Report ( B ) Recommended Sbc Should Be Given For:- ( I ) All The Bore Holes . ( Ii ) Minimum At Three Depth Viz . 1 . 5M , 2 . 0 M , 2 . 5M . ( Iii ) Sbc Should Be Work Out For Following Size Of Footing:- ( Aa ) 1 . 5Mx1 . 5M ( Ab ) 1 . 8Mx1 . 8M ( Ac ) 2 . 2Mx2 . 2M ( Ad ) 1 . 5Mx2 . 5M ( Ae ) 2 . 0Mx2 . 5M ( Af ) 2 . 0Mx 3 . 0M ( Ag ) 2 . 5Mx3 . 0M ( C ) Photographic Record Of Geo-Exploration As Well As Testing Shall Also Part Of The Report . ( D ) Recommendation As Regards Possibility Of Liquidification Of Soil In Case Of Saturated Or Partially Saturated Loose/Uncompacted Sandy Soil . ( E ) Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth/Layer . ( If Any ) ( F ) Depth Of Gr . Water Table ( Gwt ) In Peak Monsoon ( Lowest ) And Peak Summer ( Highest ) After Correlation Of Result With Seasonal Of Water Table In The Station . ( G ) Recommendation For Filling Under Floors .

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

Statutory Bodies & Commissions/Committees No of Bidders 3

Assam View Result →

20.

Defence #10042025 AOC

Bids Are Invited For To Carryout The Test To Ascertain In Soil Profiles , 150Mm Dia Bore Holes As Per Latest Is Specification , No Of Bore Hole 02 Nos , Depth Of Each Bore Holes 15 Mtr , Collection Of Disturbed And Undisturbed Soil S Le , Conducting Lab Test On Disturbed Soil S Les , Sieve Analysis , Atterbergs Limit , Natural Moisture Content , Particle Size Analysis Test , Bulk Density , Conducting Lab Test On Undisturbed Soil S Les , Specific Gravity , Free Swell Index And Swelling Properties Of Soil , Organic Mater In Soil If Any , Consolidation Test Compressed Index Value , Triaxial Compression Test And Determination Of Shear Parameters , Harmful Salt Complete Investigation As Already Ref , Note A Submission Of Four Copies Of Test Reports With Detailed Description , Design Comma Preparation And Submission Of Architectural Drawings Comma Structural Drawings Comma Detailed Estimates For A Rcc Overhead Tank , Rcc Overhead Tank Of 10000 Gallon Capacity , Rcc Framed Construction On Permanent Specifications Should Be Considered For The Subject Bldg , Staging Height Of The 15M From Gl , Rcc Dome Should Be Designed , Note A Analysis And Designing Shall Be Done At Staad Pro Structural Software , Note B Preparation Of Structural Drawings Comma Plan Section And Other Details All As Per Latest Is 456 And Is 13920 Of Bis , Note C Structural Design Or Drawings Shall Be Vetted From Iits Or Nits , Note D Concrete Grade For Designing Shall Be M30 And Grade As Steel Shall Be Fe500 Or Fe 500D Or Crs Bars As Specified In Relevant Is Codes , Note E The Soil Investigation Report Shall Be Given To Department For The Foundation Design Of The Buildings , Note F The Design Folder With Original Tracings Of Design Or Drawings Shall Be Submitted , Preparation Of Boq And Estimate Comma Rate Analysis And Yardstick Total Quantity : 36

Contract Date: Ref. Documents Contract Value : ₹ 1.07 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 4

Uttar Pradesh View Result →

21.

Housing Urban and Rular Development #10022913 AOC

Supply, Installation And Commissioning Of Laboratory Testing Equipment And Machineries For The Laboratories Under Research Development And Quality Promotion Wing, Government Of Odisha During The Financial Year 2025-26 , Supply, Installation & Commissioning Of Equipment / Machineries , Supply, Installation & Commissioning Of “Digital Triaxial Shear Test Apparatus With Complete Accessories” Along With All The Accessories As Per The Detailed Technical Specifications Prescribed For Item 1 In The Annexure-Iii Of The Bid Document Inclusive Of All Costs, Cost Of Packing, Transportation, Installation/Commissioning, Demonstration And Any Other Incidental Charges & Excluding Taxes, Gst Etc. Complete. , Supply, Installation & Commissioning Of “Digital Direct Shear Test Apparatus With Complete Accessories” Along With All The Accessories As Per The Detailed Technical Specifications Prescribed For Item 2 In The Annexure-Iii Of The Bid Document Inclusive Of All Costs, Cost Of Packing, Transportation, Installation/Commissioning, Demonstration And Any Other Incidental Charges & Excluding Taxes, Gst Etc. Complete. , Supply, Installation & Commissioning Of “Digital Cbr Test Apparatus” Along With All The Accessories As Per The Detailed Technical Specifications Prescribed For Item 3 In The Annexure-Iii Of The Bid Document Inclusive Of All Costs, Cost Of Packing, Transportation, Installation/Commissioning, Demonstration And Any Other Incidental Charges & Excluding Taxes, Gst Etc. Complete. , Supply, Installation & Commissioning Of “Motorized Sieve Shaker With Digital Timer” Along With All The Accessories As Per The Detailed Technical Specifications Prescribed For Item 4 In The Annexure-Iii Of The Bid Document Inclusive Of All Costs, Cost Of Packing, Transportation, Installation/Commissioning, Demonstration And Any Other Incidental Charges & Excluding Taxes, Gst Etc. Complete. Complete , Supply, Installation & Commissioning Of “Automatic Soil Compactor” Along With All The Accessories As P

Contract Date: Apr 17, 2026 Contract Value : ₹ 2.03 Crore

Government Departments No of Bidders 4

Odisha View Result →

22.

Petroleum and Natural Gas #10020415 AOC

Bids Are invited for Mobilization and Demobilization , Bore Hole GL to 10m depth , Bore Hole 10m to 20m depth , Hard Rock Bore Hole , Trial Pit , Collection of Undisturbed Sample , Collection of Disturbed sample , Earth Resistivity Test , Standard Penetration Test , Natural Moisture Content Test , Determination of Atterberg Limits , Specific Gravity Test , Dry and Bulk density Test , Consolidating Tests , Grain size analysis GSA mechanical Sieve , Grain size analysis GSA hydrometer analysis , Standard Proctor Test , Modified Proctor Test , Direct shear test , Triaxial Test UU , Unconfined Compression Tests , chemical analysis-Soil , chemical analysis- ground Water , Free Swell Test , CBR test of subgrade soil , Porosity of rock samples , Water Absorption of rock samples , unconfined compressive strength tests -Rock , Dry Density Test-Rock , Point Load Index-Rock , Specific Gravity test-Rock , Plate load test , Soil Investigation Report Total Quantity : 1035

Contract Date: Ref. Documents Contract Value : ₹ 3.48 Lakh

Boards / Undertakings / PSU No of Bidders 4

Chhattisgarh View Result →

23.

Defence #9992416 AOC

Bids Are Invited For Custom Bid For Services - Custom Bid For Services Soil Investigation Selection of Laboratories for Testing of Products/Material Selection of Laboratories for Testing of Products/Material 1. To carry out the test to ascertain soil profiles/proportion to determine safe bearing capacity complete with field and lab investigation according to relevant specifications of IS 2131, IS 6403, IS 1498, IS 2720 and suggest suitable foundation with bearing capacity as enumerated below:- Conducting Soil Investigation for the following:- (a) For soil investigation 150 mm dia meter bore holes depth 0 to 7 mtr / refusal strata as per IS specification. (b) Collection of disturbed and undisturbed soil sample at interval of 0.50 mtr or at change of strata as per relevant IS Code. (c) Conducting of lab test on disturbed and undisturbed soil samples as considered necessary according to relevant specification of IS 2720. (i) Sieve analysis and grain size distribution by sieve analysis and hydrometer test. (ii) Atterberg limits. (iii) Natural moisture content. (iv) Particle size analysis test. (v) Bulk density / Dry density. (d) Conducting of lab test on undisturbed soil samples as considered necessary according to relevant specification of IS 2720 and detailed result showing all relevant calculations, inferences, indices and parameters shall be given in the soil report :- (i) Sieve analysis. (ii) Atterberg limits. (iii) Natural moisture content. (iv) Particle size analysis test. (v) Bulk density. (vi) Specific Gravity (vii) Free swell index and swelling properties of soil. (viii) Organic matter in soil, if any. (ix) Consolidation test (Compressed index value) (x) Triaxial compression test and determination of shear parameter (C& O) as per relevant IS. (xi) Harmful Salt (Complete investigation as already ref) (e) Ground water table. (i) Maximum and minimum levels of ground water in the area with source of information. (ii) Ground water table observed during the investigation. Total Quantity :

Contract Date: Ref. Documents Contract Value : ₹ 2.64 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 14

Haryana View Result →

24.

Defence #9992007 AOC

Bids Are Invited For Custom Bid For Services Project Management Consultancy (PMC) Service SOIL INVESTIGATION FOR PROVN OF COOK HOUSE CUM DINING HALL FOR AGNIVEER AT 14 GTC, SUBATHU (Job No:SHQ/SUBATHU/02/A MWP/2025-26 Provision of (1) Bore hole of 150mm Dia in any type of soil upto max 5 m or upto refusal (N=100) whichever meet first conducting Dynamic Cone Penetration test (DCPT) as per IS 4968 (Part-2); 1976 OR Standard Penetration Test (SPT) as per IS 2131: 1981 (reaffirmed- 2016). Test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less. Per Meter 5.00 d Conducting following lab test on bore collected soil sample (i) Direct/Triaxial shear test (ii) Grain distribution curves & pattern in bore holes. (iii) Bulk density (iv) Natural moisture content (v) Dry density (vi) Water table (vii) Specific gravity (viii) Atterberg limit (ix) Hydrometer analysis (x) Liquid & Plastic limit (xi) Swelling index. Each Bore Hole 3.00 e Collecting of lab test data calculation of Gross and Net safe Bearing Capacity and preparation of report on minimum 80GSM A4 Size white paper duly spiral bound in quintuplet duly vetted by IIT/NIT (Vetting shall not be in the personal capacity of the professor) for foundation (Report shall recommend type of foundation and sizes) at different depths below NGL, Including size, Gross and Net safe bearing capacity. Following shall also be ensured: (i) Photographic record of Geo exploration as well as testing shall also part of the report. (ii) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncompacted sandy soil. (iii) Swelling index and Swelling pressure in respect of black cotton soil and its depth/ layer (if Any). (iv) Depth of Gr. Water Table (GWT) in peak mansoon(lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. (v) Recommendation for filling under floors. (vi) RL of the Original Ground Level/Foundation level with ref to a BM should invariably be mentioned in the soil investigation report Total Quantity :

Contract Date: Ref. Documents Contract Value : ₹ 31.07 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Himachal Pradesh View Result →

25.

Drinking Water Supply and Sanitation #9954494 Technical Bid

Tender for For Setting Up Instrumentation And Equipments For Qc Lab For Qc Wing Of Wrd With Mobile Unit, (Package No- 170) , Survey Equipments , Trimble Total Station, For Survey, 6 Km , Leica Auto Level B40a With Aluminium Telescopic Tripod And 5 Meter Aluminium Leveling Staff , Measuring Tape (5Mtr, 10Mtr, 30Mtr, 50Mtr) , Digital Planimeter Kp 90N , Range Pole , Prism With Pole Extra , Leveling Staff Extra , Survey Umbrella , Aloy Sokkia Gnss Dgps, For Survey, Packaging Type: Box , Cement And Concrete Testing Equipments , Computerised Univercal Testing Machine Digital , Semi Automatic Compression Testing Machine , Cube Mould - Isi (150*150*150)Mm , Cube Mould - Isi (50*50*50)Mm (Non Isi) , Flow Table (Motorized) Concrete , Flow Table (Motorized) Mortar , Flow Table (Manual) , Ve Bee Consistometer , Slump Test Apparatus-Mortar , Slump Test Apparatus-Concrete , Compaction Factor Apparatus , Lab. Concrete Mixer (Motorized) , Cement Mortar Mixer , Cone Penetrometer For Mortar , Le Chatelier Mould , Le Chatelier Flask , Blaine Air Permeability Apparatus , Cement Autoclave For Testing Soundness Of Cement At Balanced Steam Pressure With The Stable Temperature. , Vibrating Table , Mortar Cube Vibrating Machine , Tensile Strength Tester (Elec.) , Briquette Mould (Single/Three) , Pocket Concrete Penetrometer , Capping Set , Accelerated Curing Tank , Automatic Flexural Testing Machine , Bleeding Of Fresh Mixed Concrete , Geotechnical Engineering Lab Equipments , Plastic Limit Apparatus , Shrinkage Limit Set Apparatus , Soil Cone Penetrometer , Soil Hydrometer , Liquid Limit Device (Motorized) , Grain Size Analysis (Pipette Method) , Proctor Compaction Test Apparatus (Universal Automatic Compactor) , Infrared Moisture Meter , Rapid Moisture Meter , Core Cutter , Universal Permeability , Permeability-Falling Head Test , Relative Density Test , Sampling Tubes , Auger Posthole Type , Digital Direct Shear Test Apparatus , Digital Triaxial Shear Test Apparatus , Laboratory Vane Shear Apparatus , Standard Test Sieves 20Cm Diameter Complete With Lid And Pan , (Spun Br Ass Frame) (Set Of 8Seives) , Standard Test Sieves 30 Cm Diameter Complete With Lid And Pan , (G.I. Sheet Frame) (Set Of 10Seives) , Gyratory Sieve Shaker , Manual Sieve Shaker , Sand Replacement Apparatus , Digital Plate Load Test Apparatus , California Bearing Ratio [Cbr] Test Machines , Swell Pressure Test Machine , Bullet End Concrete Tamping Rod , Concrete Core Cutter Test , Core Cutting/ Drilling Machine (Motorized) , Diamond Core Bits , Core Cutting Grinding Machine , Aggregate Test Equipments , Flakiness Test Gauges As Per Is 2386-1963 (P-1) , Elongation Test Gauges As Per Is 2386-1963 (P-1) , Cylindrical Measures (Complete Set 3 Ltr To 30 Ltra) , Aggregate Crushing Value Apparatus , Aggregate Impact Value Tester Apparatus , Los Angeles/Abrasion Testing Machine , Dorry Abrasion Testing Machine , Environmental Engineering Lab Equipments , Digital Ph Meter , Digital Water And Soil Testing Kit , Digital Turbidity Meter , Conductivity-Tds Meter , Measuring Instruments And Tools , Sampling Trays (All Size Set) , Measuring Tapes Size 3Mtrs, 5Mtrs, 7.5Mtrs, 15 Mtrs, 30 Mtrs, 50 Mtrs, 100 Mtrs , Graduated Measuring Jars (Set-5Ml To 2000Ml) , Scoops & Shovels- All Sizes , Laboratory Oven , Enamel Trays (Set Of Size: 10 X 12, 12 X 14, 18 X 14, 8 X 10, 19 X 24) , Spatulas Set Of All Size , Trowels Set , Laboratory Trolley , Tool Kit , Portable Electronic Balances (Upto 50 Kg) , Cement Sampler , Safty Helmate , Safty Jaccket , Safty Boots , Advanced Technology , Desktop Computer Mid-High Level Configuration (Intel I7 With 14Th Generation (Estimated Cost Rs. 90,000 Considering Pre-Installed Genuine Windows 11 Profesional, 16 Gb Ram And 1 Tb Storage) , Laptop-Intel I5, Minimum 4 Core Or Higher, 12Mb Cache Or Higher 13Th Or Higher Generation And To Be Certified By Ome , Split Ac With Inverter Compressor: Capacity: 2 Ton. Energy Rating: 5 Star. Supply , Installation, Testing And Comissioning Of Inverter Type Air Cooled Hi Wall Split Type Air Conditioners With Latest Star Rating System As Per Bee Amended Upto Date Complete With Indoor Unit(Idu), Out Door Unit (Odu), Surface / Concealed Copper Refrigerant Piping With Insulation (Closed Cell Elastomeric Nitrile Rubber Tubular Pipe Section) Upto 3 Mtr (Idu To Odu), Copper Power Cable Upto 3.5 Mtr (Idu To Odu), R-32/R-410 Green Refrigerant, Wireless Remote Control, Suitable For Working Between 230V +/- 10% With Low & High Voltage Cutoff And 50 Hz , Single Phase Ac Supply Capable Of Performing Cooling, Dehumidification, Air Circulation Of Following Capacity With Scroll / Rotary Compressor. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products. (2.0 Tr Iseer Not Less Then 3.8)

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

Government Departments No of Bidders 1

Rajasthan View Result →

26.

Defence #9898436 AOC

Bids Are Invited For Title1 Mobalisation Of Necessary Eqpt And Man Power To The Project Site And Dismantling Of The Same Of Completion Of Field Work From The Site Title2 Provision Of Two Bore Hole Of 150 Mm Dia In Any Type Of Soil Upto Max 10 Mtr Or Upto Refusal N 100 Whichever Meet First Conducting Standard Penetration Test As Per Is 2131 1981 Reaffirmed 2016 Test Shall Be Made At Not More Than 1 50 Mtr Interval Or On Change Of Strata Whichever Is Less Title3 Conducting Following Lab Test On Bore Collected Soil Sample I Direct Triaxial Shear Test Ii Grain Distribution Curves & Pattern In Bore Holes Iii Bulk Density Iv Natural Moisture Content V Dry Density Vi Water Table Vii Specific Gravity Viii Atterberg Limit Ix Hydrometer Analysis X Liquid & Plastic Limit Xi Swelling Index Title4 Collection Of Lab Test Data Calculation Of Gross And Net Safe Bearing Capacity And Preparation Of Report On Minimum 80 Gsm A4 Size White Paper Duly Spiral Bound In Quintuplet Duly Vetted By Any Iit Nit Vetting Shall Not Be In The Personal Capacity Of The Professor For Foundation Report Shall Recommend Type Of Foundation And Sizes At Different Depths Below Ngl Including Size Gross And Net Safe Bearing Capacity Title5 I Photographic Record Of Geo Exploration As Well As Testing Shall Also Part Of The Report Ii Recommendation As Regards Possibility Of Liquefaction Of Soil In Case Of Saturated Or Partially Saturated Loose Uncompacted Sandy Soil Iii Swelling Index And Swelling Pressure In Respect Of Black Cotton Soil And Its Depth Layer If Any Iv Depth Of Gr Water Table Gwt In Peak Mansoon Lowest And Peak Summer Highest After Correlation Of Result With Seasonal Of Water Table In The Station V Recommendation For Filling Under Floors Vi Rl Of Ground Level Foundation Level With Ref To A Bm Should Invariably Be Mentioned In The Soil Investigation Report Total Quantity : 25

Contract Date: Ref. Documents Contract Value : ₹ 1.43 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

Himachal Pradesh View Result →

27.

Educational and Research Institute #9658022 AOC

Bids Are Invited For Supply And Installation Of Large Direct Shear Apparatus , Hand Operated Direct Shear Apparatus Motorized Direct Shear Test Apparatus Triaxial Test Apparatus (Single Speed) Total Quantity : 1

Contract Date: Ref. Documents Contract Value : ₹ 35.00 Lakh

Government Departments No of Bidders 2

Madhya Pradesh View Result →

28.

Educational and Research Institute #9596587 AOC

E-Tender For Procurement Of Equipment, Instrument, Machineries, Tools Etc. Related To Laboratories Of Mechanical Engineering, Civil Engineering, Electrical Engineering, Electronics And Telecommunication, Physics Laboratory And Chemistry Laboratory Of K.G. Engineering Institute, West Bengal--1 Colorimeter 2 Ph Meter 3 Conductivity Meter 4 Redwood Viscometer 5 Ables Flash Point Apparatus 6 Inverse Square Law And Compare The Difference In Output Luminisence Of Incandescent, Fluroscent, Cfl Study Panel 7 Schering Bridge 8 A Panel Containing All Individual Pilot Devices Fully Operational , Their No, Nc Contact Can Be Used In The Circuit And Their Operation Can Be Monitored Through Output Led Indication Light 9 Variable Inductance Box 10 Trainer Kit To Study Series Inverter Using Scr 11 Panel For Speed Control Of Ac Induction Motor By V / F 12 Digital Ic Trainer 13 1. To Study Dol Starter Using Induction Motor 2. Automatic Star Delta Starter Using Plc 3. Speed Control Of Dc Shunt Motor With Pid Control Using Plc4. Control Circuit Operation Of 3 Sequential Motor Operation Using Plc 14 Motor Braking Method System 15 To Calibrate Single Phase Energy Meter Using Resistive And Inductive Loads. 16 Demonstrate Different System Faults Using Dc Network Analyser. 17 Single Stage Rc Coupled Fet Amplifier 18 Anderson Bridge 19 To Demonstrate D / A Conversion Using Kit 20 To Demonstrate A / D Conversion Using Kit 21 1. To Fabricate An Op-Amp Integrator, Determine Its Amplitude, Phase Relation With Input, Duration Of Output Pulse Compared To Input. 2. To Fabricate An Op-Amp Differentiator, Determine Its Amplitude, Phase Relation With Input, Duration Of Output Pulse Compared To Input For A Triangular Input. 22 To Fabricated With Ic-555 ( A ) Astable Multivibrator & To Determine Duration Of High Pulse And Duty Cycle. ( B ) Monostable Multivibrator & To Determine The Duration Of High And Low Pulses Triggered Condition With Different R-C Values.A Pulse Width Modulation Circuit To Observe The Variation Of Duration Of High Pulse With The Various Values Of Control Voltage At Control Input Terminal Of Ic-555. 23 Ups Trainer Kit 24 To Determine Candle Power Of A Lamp In Comparison To Standard C.P. Of Lamp By Optical Bench Method. 25 Bh Curve Apparatus 26 Digital Multimeter ( 200 Mv To 1000 V Dc, 200Mv To 500 V Ac ; 10A, 1Ωto 20Mω , 1000 Μf, Transistor & Diode Testing ) 27 Variable Dcpower Supply ( Dual Supply , 0V - ±30V , 2A , ±3 -±15V , 1A, 5V, 5A Fixed, Digital Display ) 28 Diode Trainer 29 Rectifier Trainer 30 Oscillator Trainer 31 Multivibrator Trainer 32 Amplifier Trainer : Bjt 33 Feedback Amplifier Trainer 34 Tuned Amplifier Trainer 35 Clipper & Clamper Trainer 36 Trainer Kit For Two Stage Rc Coupled Transistorized Amplifier : 37 Trainer Kit Transistorized Complimentary Symmetry Push Pull Amplifier : 38 Frequency Modulation / Demoduiation Trainer 39 Ask / Psk / Fsk Modulation And Demodulation Kit 40 Pulse Code Demodulation System Trainer 41 Function Generator 42 Trainer Kit To Study Reverse Recovery Characteristics Of Power Diodes 43 Single Phase Reectifier &Controlled Rectifier Ckt Using Scr Kit 44 Dc Motor Thyristorised Speed Control Trainerkit 45 Single Phase Bridge Invertertrainer 46 Step Up Chopper Trainer 47 Smps Trainer 48 Single Phase Controlled Rectifier Trainer Using Scr 49 Advanced 8051 Microcontroller Tariner With Pc And Accessories 50 Advance Microprocessor Trainer 8086 / 88 With Pc And Accessories 51 Strain Gauge Trainer Kit 52 Lvdt Trainer Kit 53 Thermocouple Trainer Kit 54 Thermister Trainer Kit 55 Rtd Trainer Kit 56 Calibration Of Compression Testing Machine ( 1000 Kn Capacity ) 57 Replacement Of Touch Pannel Box Of Compression Testing Machine ( 2000 Kn Capacity ) 58 Replacement Of Sensorof Compression Testing Machine ( 2000 Kn Capacity ) 59 Repair And Servicing Of Old Universal Testing Machine 60 Concrete Core Cutter ( Portable ) 61 Rebar Locator ( Metric Scale Hand-Held Unit With Charger In Carrying Case ) / Profometer 62 Digital Rebound Hammer With Calibration Anvil ( For Concrete Compressive Strength Analysis In The Field And Material Hardness Testing ) 63 Ductility Testing Apparatus 64 Metric Chain 20 M 65 Metric Chain 30 M 66 Ranging Rod ( Made Of G.I. / M.S. ) 67 Total Station 68 Permeability Test Apparatus With Accessories 69 Liquid Limit Device, Motorised 70 Triaxial Test ( With Pore Pressure Arrangement, Digital ) 71 Unconfined Compression Test Apparatus 72 Cbr Test Apparatus 73 Sand Replacement Apparatus [ Big ] 74 Sand Replacement Apparatus [ Small ] 75 Digital Analytical Balance ( 220 G / 0.1Mg ) 76 Electronic Balance, Capacity 2 Kg. 77 Electronic Digital Balance ( 25Kg / 1G ) 78 Jar Test Apparatus ( Digital ) 79 Epicyclic Gear Train & Holding Torque Apparatus 80 Rope Brake Dynamometer 81 Stainless Steel Four Bar Chain Mechanism 82 Cam Analysis Apparatus 83 Universal Governor 84 Impact Of Jet On Vanes Apparatus 85 Flow Over Notch Apparatus 86 Pelton Wheel Turbine 87 Reciprocating Pump Test Rig 88 Centrifugal Pump Test Rig 89 Bernoullis Theorem Apparatus 90 Vmc Double Pallet Kira Vertical Machining Center 91 Fostex Universal Dividing Head 92 Digital Rockwell Cum Brinell Tester 93 Izod Charpy Impact Testing Machine 94 Torsion Testing Machine 95 Mild Steel Universal Testing Machine 96 Tools For Lathe And Milling 97 Vapour Compression Refrigeration Test Rig 98 Portable Tig And Arc Welding Machine Setup With Argon Cylinder And Regulator 99 Separating Throttling Calorimeter For Dryness Fraction Measurement 100 Models Of Lancashire, Cochran, Babcock And Wilcox Boiler 101 Slide Calipers / Vernier Calipers 102 Screw Gauge / Micrometer 103 Optical Bench Set-Up 104 Hookes Law Apparatus 105 Friction Table Set-Up 106 Spring Balance ( Hanging Type With Rectangular Shape ) 107 Retort Stand 108 Laboratory Flywheel ( Wall Mountable ) 109 Linear Expansion Apparatus / Pullingers Apparatus ( Vertical Type ) 110 Steam Boiler With Bung / Stopper 111 Electrical Bunsen Burner 112 Lpg Gas Hose Pipe 113 Rubber Tube 114 Fortin’S Barometer With Case 115 Ohms Law Apparatus 116 Kirchoffs Law Apparatus 117 Resistance Box 118 Fractional Resistance Box 119 Galvanometer To Ammeter Box Set-Up 120 Galvanometer To Voltmeter Box Set-Up 121 P-N Junction Diode Set-Up 122 Galvanometer 123 Spirit Level 124 Multimeter 125 Screwdriver Kit

Contract Date: Nov 14, 2024 Contract Value : ₹ 64.02 Lakh

Government Departments No of Bidders 15

West Bengal View Result →

29.

Educational and Research Institute #9402547 Technical Bid

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

Government Departments No of Bidders 23

Bihar View Result →

30.

Defence #9270714 AOC

Bids Are invited for Liquid Limit Apparatus Casagrande Method , Universal Automatic Soil Compactor With Gun Metal Mould , Universal Permeability Apparatus , Relative Density Apparatus - Universal Permeability Apparatus , Hydraulic Electrical Sample Ejector 50Kn Capacity , Laboratory California Bearing Ratio Test Apparatus Digital Data Acquisition System , Unconfined Compression Test Apparatus Inbuilt Digital Data Acquisition System , Direct Shear With Microprocessor Loading Unit With Data Acquisition System And Analysis Software Computer , Standard Penetration Test Set , Automatic Static Triaxial Test Apparatus Total Quantity : 10

Contract Date: Ref. Documents Contract Value : ₹ 36.26 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Uttar Pradesh View Result →

31.

Housing Urban and Rular Development #9235947 Technical Bid

Inviting Quotations For Quality Control And Testing Equipments To Be Filled In Modern And State Of The Art Mobile Quality Control Van-Digital Concrete Test Hammer With Anvil ( Silver Schmidt Osd8200 ) Multi-Purpose Instrument For Ultrasonic Pulse Vlocity Testing High Precision Advanced Rebar Detector ( Pm8000 Pro ) Pile Tester + Impact Echo Tester ( Pi8000 ) Carbonation Test Diamond Concrete &Ashphalt Core Cutter Drill Corrosion Potential Tester Non-Nuclar Asphalt Density Gauge ( Pqi380 ) Light Weight Deflectometer ( Hmp Lfg Pro ) Soil Density Gauge ( Sdg200 ) Reflectometer For Road Markings ( Zrm6014+Retro ) Reflectometer For Road Signages ( Zrs 6060 Retro ) Digital Marking Thickness Gauge ( Zmm 5000 ) Pavement Layer Thickness Measurement ( Cthru Gpr ) Pendulum Skid Resistance Tester ( Srt1090 ) Flakiness & Elongation Sieve Analysis Weight Balance 50 Kg, 10Kg, 5Kg, 1Kg & 220 Gm Sieve Shaker With Sieves Set Deatails Attached Concrete Cube Mould 150 Mm Digital Thermometer And Gun Camber Plate Densitometer ( Digital ) Vertical Alignment Checker Vernier Calliper 30 M ( Fiber ) , 5 M ( Steel ) , Tapc. Kudal, Fawala, Hatoda, Channi, Pati Traffic Saftey Fiber Cones -4 Aroor Machine For Roughness Index Accelerometer ( Triaxial Digital Mems +2G ) 31 Falling Weight Deflector Meter Compression Testing Machine ( Ctm ) 32 Asphalt Extractor 33 34 Fabrication And Supply Mobile Van Of Quality Control Equipment With Vibration Proof Cabinet For All Delicate Ndt Equipments Having Charging Facility, Compartment For Other Miscellaneous Equipment, Ctm, Sieve Sets Etc With Table, Chair And Wash Basin Arrangement In Van. Preferable Vehicle Chassis Equivalent To Or Smaller Than Tata 709 / 712 Or Similar Tempo Traveler Chassis To Be Manufactured From Arai Approved Vendor With All Rto Registration Formalities.

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

Government Departments No of Bidders 1

Maharashtra View Result →

32.

Educational and Research Institute #9186431 Technical Bid

Supply Of Equipments For Civil Engineering Department Laboratory Supply Of Equipments For Civil Engineering Department Laboratory , Equipments As Per Specification In Tender Document , Coefficient Of Restitution Apparatus , Combined Coil, Flat & V- Belt Friction Apparatus , Torsion Testing Machine , Autoclave , Flame Photometer , Distillation Unit , Air Quality Monitor , Digital Sound Level Meter ( Noise Meter ) , Marshall Stability Test Apparatus ( As Per Astm : D 1559 - T –62 ) , Los Angeles Abrasion Testing Machine ( Is:2386 , Part - Iv ) , Proving Ring , Hot Plate ( Rectangular ) , Plate Bearing Test Apparatus ( As Per Is: 1888-1981 ) , Los Angeles Abrasion Test Apparatus ( Is 2386 Part Iv ) , Vicat Needle Apparatus Is 4031, 2645, 2542 ( Part-1 ) , 1727, 5513 , Flow Table Is 5512 & Bs 4551-1 , Vibrating Table , Lateral Extensometer , Ultrasonic Testing Machine , Heat Of Hydration Of Cement Apparatus Astm C186 , Consolidation Apparatus Single Gang ( As Per Is: 2720 ( Part-Xv ) , Bs 1377. Asdtm D-2435. ) , Triaxial Shear Test Apparatus ( As Per Is: 2720 ( Part - Xii ) . ) , Notch Apparatus , Multipurpose Titling Flume , Study Charts , Handheld Gps Navigator

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

Boards / Undertakings / PSU No of Bidders 7

Maharashtra View Result →

33.

Educational and Research Institute #9164958 Technical Bid

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

Government Departments No of Bidders 7

Kerala View Result →

34.

Educational and Research Institute #9062779 Technical Bid

Notice Inviting E-Tender For Procurement Of Equipments, Instruments,Machineries, Tools Etc. For Malda Polytechnic, Malda , Automobile Engineering Department : , Artish 300 Pro - Fdm 3D Printer , Filament For Fdm 3D Printer , Smoke Analyser For Petrol Engine , Smoke Analyser For Diesel Engine , Nitrogen Tyre Inflator With Nitrogen Filled Cylinder , Morse Test Multi Cylinder Petrol Engine Test Rig (Rope-Brake Type) , Morse Test Multi Cylinder Petrol Engine Test Rig (Eddy Current Type) , 2Nd Hand Vehicle , Professional Fully Automatic Wheel Balancer Machine , Civil Engineering Department : , Determination Of Softening Point Of Bitumen By Ring And Ball Apparatus , Penetration Test Of Bitumen , Flash And Fire Point Test Of Bitumen. , Flash And Fire Point Test Of Bitumen. , Hot Air Oven , Hand Held Gps: , Chlorine: Spectrophotometer Wit Reagent/ Kit (Semi-Quantitative) , Do Meter , Determine Fluoride Concentration In Given Water Sample. Spectrophotometer With Spadns Reagent/Ion Selective Electrode , Determine B.O.D. Of Given Sample Of Sewage. , Determine C.O.D. Of Given Sample Of Sewage. , Spectrophotometer , Triaxial Test Apparatus Of Soil , Electrical Engineering Department : , Schering Bridge To Measure Unknown Capacitance , Maxwells Bridge , Training Kit For Study Of Kirchhoff’S Current & Voltage Law , Series Parallel Resonance Of R-L-C Ckt. , Training Kit For Design Of Parallel Resonance Circuit , Training Kit For Design Of Series Resonance Circuit , Display Board Containing Sample Of Different Types Of Overhead Conductors, Underground Cables. , Sample Of Different Types Ofline Supports And Line Insulators. , Ac Distributor Simulator , Testing Of Directional Over Current Relay (Docr) [ Industrial Grade]By Relay Testing Kit. , Simulator Fordifferential Protection Scheme For Transformer With Power System Simulation Kit. , Testing Of Static Distance Protection Relay Using Relay Testing Kit. , Complete Set Up Of Poly Crystalline Silicon Pv Cell To Measure The Cell Parameters – O.C. Voltage (Voc), Short Circuit Current (Isc), Voltage-Current-Power At Maximum Power Point (Vmp, Imp, Mpp), Fill Factor, Efficiency. , Box Type Solar Cooker With Varying Reflector: , Set Up To Observe The Output Waveform Of Full Wave-Controlled Rectifier With R Load, Rl Load And With Freewheeling Diode And Determine The Load Voltage At Different Firing Angles And Observe The Firing Angles And Load Voltage In Cro. , Training Kit For 8051 Microcontrollerhaving Facility To Interface With Pc , A)Operation Of A Stepper Motor With A Fixed No.Of Steps And To Determine The Angular Displacement Per Step By Measuring The Total Angular Rotation Interfacingwith 8051 Microcontroller Kit And Pc. And Also Haveb)8051 Microcontroller Having Facility Ofstand Alone Operation. , Setup Forrun And Test Traffic Light Control With 8051 Microcontroller Kit And Interfacing With Pc.And Also Haveb)8051 Microcontroller Having Facility Ofstand Alone Operation. , Set Up To Control The Speed Of Theseparately Exited Dc Motor By Changing The Firing Angle Of Scr Using Single Phase Full Converter And Measure The Speed. , Set Up To Measure The Output Voltage Of Chopper For Resistive Load By Varying The Frequency And /Or Duty Cycle Of Chopper. , Food Processing Technology Department : , Heating Mantle , Heating Up To 350°C Of 5 Lit Capacity , Digital Ph Meter, Range : 0 To 14Ph , Physical Rough Balance Capacity=30 Kg , Magnetic Starrer, With Hot Plate , Thermometer,0Deg C To 250 Deg C , Digital Thermometer , Gas Oven , Horizontal Laminar Air Flow Chamber , Size : 4 X 2 X 2 , Thin Layer Chromatography Kit , Digital Turbidity Meter , Binocular Microscope , Colony Counter , Rotary Vacuum Evaporator , Canning Retort, Double Wall Insulation, Electrically Operated , Can Reforming Machine , Can Flanging Machine , Can Pressure Gauge , Can Vacuum Gauge , Can Cutter / Opener , Potato Peeler, Abrasions Method , Mixer Grinder , Electric Heater , Blanching Unit (Ss Made) With Steam Charging. Lab Model , Ss Stand Cutting Table, Size 5’X3’ , Screw Type Juice Extractor , Egg Beaten Machine Electrically , Proofer: For Proving Bread Before Baking , Heat Sealing Machine , Dough Sheeter , Spiral Mixture , Manual Paneer Press , Ice Cream Churner Machine , Ice Cream Hardner -30? , Digital Microwave Oven , Portable Tds Meter , Crown Corking Machine , Shell And Tube Heat Exchanger Horizontal Lab Scale Small , Solar Cabinet Drier Of Lab Model , Farsan Products Or Nimki/Bhujia/Chanachur Making Machine: , Portable Induction Sealing Machine , Deep Fat Fryer Of Capacity 10 Liters , Heat Sealing Machine , Vacuum Juice Filter Machine Of Capacity 25 Lt Per Hour , Experimental Set-Up Of Rota Meter And Pitot Tube , Digital Do Meter, , Bench Conductivity/Tds/Temp. Meter , Lactometer For Milk Testing , Compressors Cum Vacuum Pumps , Digital Tintometer , Water De – Ioniser /Water Demineraliser/D.M.Plant : , Shaker Water Bath , Micro Ph Meter, Range : 0 To 14.00Ph , Single Distilled Water Distillation Apparatus,Quartz Made , Micropipette (Fully Autoclavable) , Bio Reactor, Fermentor, Laboratory Scale , Idly Cooking Machine , Falling Sphere Apparatus , Mechanical Engineering Department : , Oil Hydraulic Circuit Trainer Unit , Electro-Pneumatic Trainer Kit , Universal Tensile Testing Machine , Cut Section Model Of Burden Tube Pressure Gauge , Hermetically Sealed Compressor. , Science (Physics) : , Pn Junction Diode Semiconductor Diode Characteristic Apparatus , Analytical Balance Weighing Scale For Lab , Specific Gravity Bottle , Determination Of Coefficient Of Viscosity Of A Given Highly Viscous Liquid By Stoke’S Method -Complete Set , Glycerine For Finding Coefficient Of Viscosity , Spherometer , Rectangular Glass Slab , Science (Chemistry) : , Analytical Balance , Ables Flash Point Apparatus , Distillation Plant , Daniel - Cell For Emf Measurement

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

Government Departments No of Bidders 13

West Bengal View Result →

35.

Educational and Research Institute #8914883 Technical Bid

E-Tender Document For The Purchase Of Various Equipments For Civil Engineering ( Ce ) Laboratory In The University Institute Of Technology, H.P. University, Shimla-05 E-Tender Document For The Purchase Of Various Equipments For Civil Engineering ( Ce ) Laboratory In The University Institute Of Technology, H.P. University, Shimla-05 , Part -A For Geotechnical Engineering Lab , Non-Corrodible Air-Tight Container ( 50 Mm Diameter And Height 50Mm ) , Density Bottle Of 50 Ml With Stopper Having Capillary Hole , Spatulalength : ( A ) 150 Mm, ( B ) 200 Mm, ( C ) 300 Mm , Volumetric Flask With Stopper Capacity 1000Ml , 500 Ml ( “Borosil” ) , Trowel , Sieves ( A ) 20 Cm Dia Sieve With Pan And Cover ( B ) 30 Cm Dia Sieve With Pan And Cover , Pycnometer , Measuring Graduated Cylinder , Electronic Weighing Machine ( Digital ) With Nabl Certificate. , Desiccator Vacuum , Electric Oven : Hot Air Oven , Motorised Sieve Shaker , Digital Stop Watch , Pipette Analysis Test Apparatus , Shrinkage Limit Test Apparatus , Plastic Limit Test Apparatus , Liquid Limit Test Apparatus , Field Density Test By Sand Replacement Method , Field Density Test By Core Cutter Method , Permeability Apparatus , Compaction Test Apparatus ( Standard Proctor Test ) , Compaction Test Apparatus ( Modified Proctor Test ) , Consolidation Apparatus , Direct Shear Apparatus , Laboratory Vane Shear Test Apparatus , Triaxial Shear Test And Unconfined Compressive Strength Test Apparatus , Universal Soil Sample Extruder Electronic Cum Hand Operated , Gi Tray ( A ) 300X300 Mm2 ( B ) 450X600 Mm2 , Apparatus For Standard Penetration Test. ( Spt ) , Apparatus For Cone Penetration Test. ( Cpt ) , Apparatus For Swelling Pressure Test , Apparatus For Sedimentation Analysis Using Pippette Method For Clay And Silt. , Disturbed & Undisturbed Samplers. , Apparatus For Relative Density. , Apparatus For Auger Boring. , Part -B For Transportation Engineering Lab , Aggregate Impact Test Apparatus With Counter , Thickness Gauge And Length Gauge , Los Angeles Abrasion Testing Machine , Ductility Testing Machine With Digital Temp Indicator , Ring And Ball Apparatus , Is Sieve ( Coarse ) -45 Cm Diameter , Is Sieve ( Fine ) -20 Cm Dia. , California Bearing Ratio ( Cbr ) Test Apparatus Laboratory Type , California Bearing Ratio ( Cbr ) Moulds , Standard Tar Viscometer, 10Mm Cup And Ball Valve , Standard Tar Viscometer, 4Mm Cup And Ball Valve , Standard Penetrometer , Aggregate Crushing Value Test Apparatus , Sieve Shaker , Electrical Operated Oven , Vernier Caliper , Stopwatch , Rice Plate Small , Compactor For Light &Heavy Compaction As Well As For Cbr , Water Bath For Controlling The Temperature Of Bitumen , Centrifugal Extractor , Automatic Bituminous Compactor ( Electrically Operated ) , Dorry Abrasion Testing Machine , Deval Attrition Testing Machine , Flash And Fire Point Test Apparatus / Pensky Martens Apparatus , Bump Integrator , Tamping Rod , Mortar Mixing Tray , Trolley , Hot Plate , Radar Speed Gun , Weighing Machine , Film Stripping Device , Surcharge Weight , Proving Ring 30 Kn , Proving Ring 50Kg , Proving Ring 100Kn , Compressive Testing Machine , Benkelman Beam With Digital Dial Gauge , Digital Marshall Apparatus , Density Basket & Buoyancy Balance, , Specific Gravity Bottle For Aggregates , Specific Gravity Bottle For Bitumen , Dial Gauge With Stand , Bucket , Triple Beam Balance , Compaction Mould , Cylindrical Metal Measure , Crow Bar , Scabbling Hammer , Straight Edge , Mason Square , Spirit Level , Pick Axe , Plas / Plier , Construction Tasla , Part -C For Cmc , Rate Quoted For 4Th Year Cmc , Rate Quoted For 5Th Year Cmc

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

Boards / Undertakings / PSU No of Bidders 13

Himachal Pradesh View Result →

36.

Water Resources and Irrigation #8911757 Technical Bid

Annual Maintenance Contract For Laboratory Equipments ( Non-Comprehensive ) Including One Time Calibration At Nehari, Brahmaputra Board, Brahmaputra Board, Rudreswar, Guwahati-30 - 1 Aim-206-Dg Point Load Index Tester 2 Aim-201-2 Core Drilling Machine 3 Aim-207 Brazilian Test Apparatus 4 Aim-9108 Laboratory Electric Oven 5 Aim-Core Cutter 6 Aim-085-2 Rock Triaxial 7 Aim-9108 Laboratory Electric Oven 8 Aim-38106 Compressor For Permeability 9 Aim-9173-S2 Le-Chatelier Water Bath 10 Aim-456 Aggregate Impact Tester 11 Aim-442-1-Sp Jaw Crusher-Single Phase 12 Aim-9167 Muffle Furnace, Temp.Range-1200.C 13 Aim-325An-Dg -2000 Compression Testing Machine. 14 Aim-325An-Dg -100 Flexure Testing Machine. 15 Aim-054-1 Sieve Shaker, Motorised 16 Aim-130 Consolidation Test Apparatus 17 Aim-131 Laboratory Permeability 18 Aim-9000-1 Electronic Balance, 0.001 Gm 19 Aim-040 Liquid Limit Device 20 Aim-056-1 High Speed Stirrer 21 Aim-079 Lateral Pressure Assembly 22 Aim-10501 Direct Shear 23 Aim-9003-1 Electronic Balance 3200G 24 Aim--096-8 Digi Triaxial Outfit 25 Automatic Soil Compaction 26 Nortek - Acoustic Doppler Velocimetry ( Adv ) 27 Mis-4641 Digital Water Level Recorder 28 Mis-4644- Current Meter ( Ott C2 )

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

Government Departments No of Bidders 1

Assam View Result →

37.

Defence #8851166 Technical Bid

Supply Of Accelerometers For Lms Test Lab , Pcb Uniaxial Accelerometer Model No . 352C42 With 20 Feet Cable , Pcb Triaxial Accelerometer Model No . J356a45 With 10 Feet Cable , Construction Of Chamber For 100Mm Sluice Plates

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

Statutory Bodies & Commissions/Committees No of Bidders 5

Telangana View Result →

38.

Educational and Research Institute #8815631 Technical Bid

Rkvy / 12115 / E-Tender / 01 / 22-23 Purchase , Particulars , Universal Testing Machine : Computerised; Capacity- 10 Kn; Accessories - Self Tightening Wedge Type Tensile Grip, Eccentric Roller Grip Capacity ( 1 Kn ) ; Compression Plates With Provision For Coupling Deflectometer Suitable For 10 Kn, Additional Load Cell – One Each 50 N, 500 N And 1 Kn; Windows 10 Pc With 1100 Va Apc Ups; A4 Colour Inkjet Printer , Instrumented Torque Sensors : Nominal ( Rated ) Torque 20 N•M, Non-Linearity Including Hysteresis =0.1% - Non-Contacting Transmission Of Measured Values - High Speeds For Angle Of Rotation Measurements Up To 5, 000 Rpm - Cylindrical Shaft ( 25.4 Mm ) Ends For Friction Fits – With Coupler; Integrated Measurement System With Data Logger For Rotational Speed And Angle Of Rotation - Torque Output Signal ±10 V, 10 Khz ±5 Khz Or Better; Accessories: Connection Cable- 5 M Long; Cable Socket; Junction Box , Rotational Torque Sensor And Transducers With Data Logger : Rotary Torque Sensor ( Digital Telemetry Type ) : Capacity: 200 N.M, Resolution: 0.05 N.M, Rated Output 24 Bit Digital, Non Linearity ±0.1% Of Ro Non Repeatability ±0.1% Of Ro; Hysteresis ±0.1% Of Ro, Safe Overload 150% Of Rated Capacity Or Better; Power Supply Noncontact Inductive Transfer, Sampling Rate 2-10 Samples / Sec Or Better; Operating Temperature 00 To 70 °C, Rf Link Carrier Frequency 433 Mhz, Rpm 20000 Or Better; Construction Material Stainless Steel , Rotational Torque Sensor And Transducers With Data Logger :Datalogger & Digitizer For Rotary Torque Sensor : Alpha Numeric Lcd Display With Backlight; Display Parameters Torque / Peak Torque, Digital O / P Rs 232, With 2-10 Sample Per Second; Set Points User Programmable 2 Set Points With Relay Output; Power Supply Inbuilt Rechargeable Battery / 12 Vdc / 220 V Ac; Operating Temp. Range Digitizer 0-55°C , Rotational Torque Sensor And Transducers With Data Logger : Wireless Datalogger & Digitizer For Three Point Hitch:System Communication Port Rs 232 O / P Power Supply Inbuilt Battery Li-Ion & 220 V Ac2 X 8 Bit Industrial Grade Microcontroller Data Logging Real-Time Pc / Laptop Based Operating System Ms Window 8, 10; Logging Ms Excel ( Csv ) Format Number Of Channels 1 Or Better; Logging Type With Date & Time St Graph Display Line Graph Display Wrt Time; Data Saving Is In Usb Flash Drive With Date & Time Stamp In Ms Excel Format , Motorised Sieve Shaker And Sieve Set : Measuring Range: 25?M To 4Mm Sieve Capacity: Up To 6 Sieves With Lid And Pan Sieve Diameter:Ø 200 Mm Set Timer:Programmable Time 1 Min To 999 Min; Power Supply:230V Ac; Iq / Oq / Pq Docs Included; Equipped With Digital Timer, Heavy Duty ( Fhp ) Motor Sieve Set: 25 ?M, 45 ?M, 75 ?M, 500 ?M, 1 Mm, 2.8 Mm And 4 Mm With Lid. , Tri-Axial Shear Test Apparatus : For 38Mm Dia Specimen With Accessories For Uu, Cd And Cu. As Per ( Is:2720 Part Xi & Xii ) For Determining The Shear Strength Parameters Of Saturated Soils From Triaxial Compression Shear Tests Conducted Under Consolidated Undrained Conditions With Measurements Of Pore Water Pressures. Must Include Triaxial Cell For 38Mm Dia Specimen Or Better, Loading Frame 50 Kn With At Least 6 Different Speeds, Proving Ring 2 Kn Or Better With Calibration Report, Dial Gauge 0.01 X 25Mm Travel, Lateral Pressure Assembly, Pore Pressure Apparatus And Oil / Water Constant Pressure System. To Work On 220 / 230 Volts, Single Phase, Ac Power Supply. Additional: Triaxial Cell For 50 Mm Dia Specimen . , Hot Air Oven : Push Pull Type S.S. Punch Trays ( Capable Of Loading Capacity ¾ Kg Each Tray ) Are Provide With The Oven. Operated On 220 / 2230 Volts. 50 Cyls, Ac Mains Supplied With 3 Mtr. ( Or Better ) Long Core Connecting Cable And Plug Top ( 15 Amps ) . Inner Sizenos. Of Heavy Punch Type Tryes ( Non Magnetic S.S. ) ; 24’’X 24’’X24’ , Centrifuge : Fixed Angle Rotor Portion; Tube Capacity In Ml:15 X 6 Tubes Or Better; Speed : 6500 Rpm Or Better; Digital Temperature Display With Specifying Stirring Position. , Colorimeter : Digital Wavelength Selection, 6V Ni-Cd Re-Chargeable Battery, 1 Ml Solution Measurement, Range 400 To 700 Nm. , Water Bath With Shaker : Shaker Incorporated With Water Bath. Working Temperature From Ambient + 5Oc To 98Oc With Sensitivity Of + 1Oc. Shaking Under Controlled Temperature. Tank Size: 400 X 375 X 250 Mm ( Ht ) . , Ph Meter : Microprocessor Ph / Temperature / Mv Meter With Graphical Display, Graphical Lcd Display Having Auto Temperature Compensation, 5 Point Calibration, Range ( - ) 2.000 To 20.000 Ph With Accuracy Of + 0.002 Ph, + 1; Digitstorage Facility Upto 1000 Samples, Complete With Combined Ph Electrode, Rotational Electrode Stand, Computer Interface Through Usb ( Table Model ) . , Solvent Extractor ( Soxlet Apparatus ) : Having 6 Nos. Of Mantles For Accommodating Boiling Flask Of 500 Ml / B-24; Extractor: 200 Ml / B-24; Condenser: 225 Mm / B-50 ( All Borosilicate Glass ) . The Unit Is Provided With Energy Regulator One For Each Position. Vertical Stands, Cross-Bars, Adjustable Clamps And Boss-Head Shall Be Provided For Holding Extraction Glass Assembly Of Six Sets. Complete With Neon Lamps, Plug And Cord Etc. Operable On 220 / 230 V, Single Phase A.C. Mains. , Freeze Dryer ( Lyophilizer ) : Housed In A Super Structure With Copper Coil ( Bounded Outside ) . Digital Temperature Controller Cum Indicator With Electronic Vacuum Gauge With Indicator. The Freeze Dryer Consisting Of 2 Nos Hermetically Sealed Compressor With Cascade System Having Motor Driven Vacuum Pump With 10 Microns On Pump Head. Temperature ( - ) 400C To ( - ) 800 With Copper Bonded Outside Insulation. Vacuum Drum ( Drying Chamber Made Of Stainless Steel ( 304 Grade ) With 8 Port Manifold. Cap. 3 Ltr The Freeze-Dryer Unit Will Have A Pre-Freeze Unit Consisting Of A Suitable Capacity Cfc-Free Refrigerant Compressor To Bring Down The Temperature From ( - ) 200C To ( - ) 500C One Servo Voltage Stabilizer Of 10Kva ( Single Phase ) Has To Provide For Safe Guarding The 3 Cooling Compressor Of The Total System Due To Voltage Fluctuation. , Refractometer : Measurement Range: 0.0 To 53.0% Brix Range: With Automatic Temperature Compensation:10.0 To 100Oc; Resolution:0.1% Brix / 0.1Oc; Accuracy :+ 0.2% Brix / 1Oc , Leaf Area Meter : Measures Area, Length, Width, Perimeter, Geometric Shape Factor & Aspect; Buitt-In Data Logger Stores Over 8, 000 Data Point; Transfer Data To Computer, Usb Lnterface; Ideal For Field And Lab Use; Scan Board, Laser Scanner With Built-In Control Unit. Measuring Thickness:1.5 Cm Or Better; Measuring Width15 Cm Or Better; Measuring Length: 36 Cm Or Better; Accuracy: ± 1%; Scanner: 670 Nm Laser Or Better; Resolution: 0.01 Cm2; Memory: 8000 Measurements Or Better; Disptay: Lcd; Scanning Speed: 200 Mm / Second; Operating Temperature: 0-50Oc , Office Chair : Sturdy Tubular Steel Under Structure. Padded Seat And Back.Cushioned Chair With Armrest; Back Size: 42.0 Cm. ( W ) X 26.5 Cm. ( H ) Seat Size: 42.0 Cm. ( W ) X 42.0 Cm. ( D ) , Office Table : With A Round Tubular Under-Structure; Dimensions ( Mm ) 1199 Width X 590 Depth X 750 Height With Ms. Tubular Frame With Three Storage Drawers , Steel Almirah : Sturdy Crca Build; Size: 916 Mm ( W ) X 486 Mm ( D ) X 1980 Mm ( H ) . 4 Shelves; Grey Colour; Height Wise Adjustable Shelf Mounting , Desk : With Eru And Pedestal, Size: 1650X1950x750 ( Wxdxh ) ; Made Of 25 Mm Thick Mdf One Side Pre-Laminate Board Confirming To Is-14587:1998 With 0.4Mm Pvc Membrane Pressed On To Top Soft Closing Access Flap With In-Build Power Box Provided On Work Surface For Wire Management; Integrated Pedestal. , Three-Point Hitch Dynamometer : Wireless; Capacity-3000 Kgf; Load Cell: Clevis Pin Type;Three-Point Fixture For Implement And Trolley Hitching; Operational Contact: Specifications Load Cell ( Clevis Pin Type Load Cell ) :-Rated Output 1 / 2Mv / V; Safe Over Load 150% Of Ro; Safe Side Load 50% Of Ro; Excitation 10 V Dc Maximum; Operating Temperature -10° To 70°C; Input Impedance 390 Ohm; Output Impedance 350 Ohm

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

Government Departments No of Bidders 18

West Bengal View Result →

39.

Rural Development #8814397 Technical Bid

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

Government Departments No of Bidders 7

Odisha View Result →

40.

Educational and Research Institute #8671387 AOC

Bids Are Invited For Triaxial Test Apparatus (Single Speed) Total Quantity : 1

Contract Date: Ref. Documents Contract Value : ₹ 2.63 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 4

Gujarat View Result →

41.

Defence #8585923 AOC

Bids Are invited for Soil Investigation - Carrying Out Soil Investigation By Sinking Bore Holes Of 150 Mm Dia Upto A Depth Of 10 Mtr Of Refusal Strata Depth Shall Be Increased To Comply I.S Code.If Filled Up Soil Is Encountered Refusal Shall Be Deemed To Have Been Attained If During Standard Penetration Test Split Spoon Sampler Cannot Be Advanced By Even 50 Consecutive Blows Of Standard 65 Kg Hammer Or As Per Latest I.S. Code I.E Preserving The Samples Of Layers Passed Through At Every 1 Mtr Depth Or At Every Change Of Characteristics Of Soil Strata Carrying Soil Test In The Laboratory On Undisturbed Or Remolded Soil Sample Having Representative Characteristics As That Of Site For Classification Of Soil And Determination For Suitable Type And Depth Of Foundation For Allowable Bearing Capacity As Per Latest I.S. Code That Laboratory Test Shall Include Both Shear Tests Viz Direct And Triaxial Consolidation Test Etc. So As To Obtain The Value Of Cohesion C And Angle Of Internal Friction In All Kinds Of Soil. , Plate Load Test - Plate Load Test For The Determination Of Modulus Of Subgrade Reaction At The Founding Level As Per I.S. 9214 , Report Submission - Submission Of Investigation Report With Recommendation Duly Vetted From Nit Iit Not Below The Rank Of Professor , Mobilisation - Mobilisation Of T And P , Preparation Of Yardstick - Preparation Of Detailed Estimate Alongwith Yardstick Of Guard Rest Room For Ncos Ad Or As Per Architectural And Structural Details Drawings And Specification. Total Quantity : 157

Contract Date: Ref. Documents Contract Value : ₹ 1.91 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

West Bengal View Result →

42.

Educational and Research Institute #8498374 AOC

Contract Date: Ref. Documents Contract Value : ₹ 24.99 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 7

Uttarakhand View Result →

43.

Educational and Research Institute #8433986 AOC

Bids Are Invited For Triaxial Apparatus , Triaxial Test Apparatus (Single Speed) Total Quantity : 1

Contract Date: Ref. Documents Contract Value : ₹ 9.27 Lakh

Local Bodies No of Bidders 3

Assam View Result →

44.

Defence #8422883 AOC

Bids Are Invited For Custom Bid For Services - Soil Investigation All As Specified-1 Mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion of Fd work from the site. Loc- Base camp, leh (UT), Ladakh Job 01 2 Provision of eight bore holes of 150mm dia each at various locations as shown at site by Engineer-in-charge in any type of soil upto max 10 mtr by using shell and auger/rotatory Drilling method, collection of undisturbed soil samples at every 1.00mtr depth, collection of disturbed samples at suitable as required at site conducting standard penetration test as per relevant IS. Test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less 01x CHS Plant Plinth Area approx. 252.96 Sqm - (02 BH) 01x ORS LINE Plinth Area approx 1772.30 Sqm – (06 BH) 2025.26 Sqm Rm 80 3 Conducting following lab test on bore collected soil samples. Each Bore hole 08 3.1. Direct/Triaxial Shear Test. 3.2. Grain distribution curves & pattern in bore holes. 3.3. Bulk density. 3.4. Natural Moisture content. 3.5 Dry Density. 3.6. Water table. 3.7. Specific gravity. 3.8. Atterberg limit. 3.9. Hydrometer analysis. 3.10. Liquid & plastic limit. 3.11. Swelling Index. 4 Completion of laboratory test, collection of data, calculation of Gross and Net safe Bearing Capacity and preparation of report, final copy printing and submission of report in quintuplet duly vetted by any IIT/NIT recommending following data. Each Bore hole 08 4.1. Minimum depth of foundation and type of foundation at different depth as per relevant IS code. 4.2. Gross and Net Safe Bearing Capacity for All the bore Holes. 4.3. Recommendation for raft or pile foundation for depth of foundation more than 2.0 mtr below NGL including size, Gross and Net Safe Bearing Capacity for raft foundation, design parameters for pile foundation and cost analysis between raft and pile foundation shall be given. 4.4. Photographic record of geo-exploration as well as testing shall also part of the report. 4.5. Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/uncompacted sandy soil. 4.6. Swelling index and swelling pressure in respect of black cotton soil and its depth/layer. (if any) 4.7. Depth of Gr. Water Tank (GWT) in peak mansoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. 4.8. Recommendation for filling under floors. 4.9. RL of the Ground level/Foundation level with ref to a BM should invariably be mentioned in the soil investigation repor

Contract Date: Ref. Documents Contract Value : ₹ 3.58 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 4

Ladakh View Result →

45.

Defence #8415760 AOC

Bids Are Invited For Custom Bid For Services - Project Management Consultancy (Pmc) Service. - Provision of Single JCOs Accomodation of A Inf Bn at Chandimandir Mil Station - Mobilization of necessary eqpt and manpower to the project site and dismantling of the same of completion of field work from the site (for all 03 loction of bare holes). Provision of Five (05) Bore hole of 150mm Dia in any type of soil upto max 10 m or upto refusal (N=100) whichever meet first conducting Dynamic Cone Penetration test (DCPT) as per IS 4968 (Part-2); 1976 OR Standard Penetration Test (SPT) as per IS 2131: 1981 (reaffirmed-2016). Test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less Conducting following lab test on bore collected soil sample (1) Direct/Triaxial shear test (ii) Grain distribution curves & pattem in bore holes. (iii) Bulk density (iv) Natural moisture content (v) Dry density (vi) Water table (vii) Specific gravity (viii) Atterberg limit (x) Hydrometer analysis (x) Liquid & Plastic limit (xi) Swelling index. Collecting of lab test data calculation of Gross and Net safe Bearing Capacity and preparation of report on minimum 80GSM A4 Size white paper duly spiral bound in quintuplet duly vetted by IIT/NIT (Vetting shall not be in the personal capacity of the professor) for foundation (Report shall recommend type of foundation and sizes) at different depths below NGL., Including size, Gross and Net safe bearing capacity. Following shall also be ensured.- (a) Photographic record of Geo exploration as well as testing shall also part of the report (b) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncompacted sandy soil. (c) Swelling index and Swelling pressure in respect of black cotton soil and its depth layer (if Any). (d) Depth of Gr. Water Table (GWT) in peak mansoon(lowest) and peak summer (highest) after correllation of result with seasonal of water table in the station. (e) Recommendation for filling under floors.

Contract Date: Ref. Documents Contract Value : ₹ 5.70 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 4

Haryana View Result →

46.

Educational and Research Institute #8377858 AOC

Bids Are Invited For Triaxial Test Apparatus (Single Speed) Total Quantity : 1

Contract Date: Ref. Documents Contract Value : ₹ 2.35 Lakh

Boards / Undertakings / PSU No of Bidders 3

Gujarat View Result →

47.

Petroleum and Natural Gas #8371544 AOC

Bids Are invited for Mobilization And Demobilization , Bore Hole Gl To 10M Depth , Bore Hole 10M To 20M Depth , Hard Rock Bore Hole , Trial Pit , Collection Of Undisturbed Sample , Collection Of Disturbed Sample , Earth Resistivity Test , Standard Penetration Test , Natural Moisture Content Test , Determination Of Atterberg Limits , Specific Gravity Test , Dry And Bulk Density Test , Consolidating Tests , Grain Size Analysis Gsa Mechanical Sieve , Grain Size Analysis Gsa Hydrometer Analysis , Standard Proctor Test , Modified Proctor Test , Direct Shear Test , Triaxial Test Uu , Unconfined Compression Tests , Chemical Analysis Soil , Chemical Analysis Ground Water , Free Swell Test , Cbr Test Of Subgrade Soil , Porosity Of Rock Samples , Water Absorption Of Rock Samples , Unconfined Compressive Strength Tests Rock , Dry Density Test Rock , Point Load Index Rock , Specific Gravity Test Rock , Plate Load Test , Soil Investigation Report Total Quantity : 1035

Contract Date: Ref. Documents Contract Value : ₹ 3.89 Lakh

Boards / Undertakings / PSU No of Bidders 9

Chhattisgarh View Result →

48.

Defence #8321520 AOC

Tender For Soil Investigation (Construction Of Deficient Smqs At Af Stn Dbg; 1 Conducting soil investigation test at site as per relevant specification of IS-2131, IS-6403, IS-1498 & IS-2720 and submit the report as per following including shifting of equipment from one place to another place at any distance :- (A) Drillingof 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Eng-in-charge. Refusal defined as and when N value is 100 or more for 30 cm or part penetration. 2 (a) Conducting standard penetration test (SPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:2131-1981or Condcuting dynamic cone penetration test (DCPT) in the bore holes at 1.00 m intervals in depth or every change of strate which ever is earlier as per IS:10042-1981 (Applicable for gravel, boulder deposit type of soil)(i)Depth of bore hole =15m 3 (b) Collecting distrubed soil sample from the locatiion of conducting SPT/DCPT. (c) Collecting undsturbed soil sample at an interval of 1.50 mor change of strata whichever occurs earlier.(d) Analysis of liquefaction potential for earthquake as per zone -V of IS:1893-2016 (part-1)(e) Recording the ground water table if observed upto exploration depth, as per IS:6395-1973 4 (f) Disturbed soil samples : Following lab test to be conducted on disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form:-(i) Sieve analysis & Grain size distribution by Sieve analysis & hydrometer test(ii) Atterbergs limit as per IS:2720 Part-5-1985(iii) Natural moisture content(iv) Particle size analysis test(v) Bulk density/dry density 5 (g) Un disturbed soil samples : Following lab test to be conducted on Un disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form:-(i) Natural moisture content(ii) Bulk density(iii) Specific gravity(iv) Free swell index and swelling properties of soil(v) Organic matter in soil if any(vi) Consolidation test (compressed index value)(vii) Triaxial compression test and determination of shear parameters (C & Ø test) as per relvant IS(viii) Harmful salt (complete investigation as already ref) 6 (B) Submission of Six copies of ink signed test reports. The report should include the following:(i) Detail description of field investigation soil classification and general nature of soil strata, water table, interpretation of test results, grain size distribution curves, compressive index curve, site plan etc stress-strain modulus (by stress-strain curves from triaxial tests), foundation analysis & recommendations with supporting calculations regarding foundation system, depth of foundation. 7 (ii) The SBC of the soil is required to be given as per following tables (Table A for Mat/Isolated and Table B for Pile). Calculation of bearing capacity will be governed generally as per IS:8009 Part-1-1976, IS:2720 Part-2-1980, IS:6403-1980, IS:1904-1986 & IS:1080-1985 and other relevant IS codes and detailed calculations duly showing the various soil parameters / indices shall be given in the soil report (Appx att as part of BOQ) 8 (iii) Plotting of a compiled sub-surface profile along the depth in both plan directions.(iv) Photographic record of geo-explorations as well as testing shall also form part of the report.(v) Every page of the Soil Investigation Report should have the Name of the Job for which Soil Investigation is being carried out. In case of multiple sites of a single Job are being investigated name of each site shall be put on each page of report pertaining to the site alongwith the name of the Job. (vi) The GE shall intimate the approximate type of construction, utilization and dimensions of proposed bldgs to the consultant, who based on geotechnical investigation, should recommend type of foundation (viz isolated/combined footing, raft, pile etc)(vii) In case of underground building basement construction, or if requirement of temporary/permanent deep excavation support measures during construction of building are envisaged necessary excavation support measures to be given by the consultant based on geotechnical investigations. 9 (C) Transportation of equipment / mobilization / Dematerialization of equipment etc for soil investigation shall be included in quoted rate.

Contract Date: Nov 25, 2025 Contract Value : ₹ 6.00 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 2

Bihar View Result →

49.

Heavy Industries and Public Enterprises #8282744 AOC

Bids Are Invited For Triaxial Test Apparatus (Single Speed) (Q4) Total Quantity : 1

Contract Date: Ref. Documents Contract Value : ₹ 97,350

Boards / Undertakings / PSU No of Bidders 3

West Bengal View Result →

50.

Defence #8231981 AOC

Bids Are invited for Title1 - Conducting Nenessary Tests To Ascertain Soil Safe Bearing Capacity Sbc For Building 03 Nos At Work Site By Drilling Holes Collecting Samples Of Disturbed And Undisturbed Soil , Title2 - 150 Mm Bore Of Depth 0 To 10 Meter For Building And Shed According To Is 1892 1988 And Is 1892 1979 Two Bore In Corner And One Bore In Centre , Title3 - Conducting Of Laboratory Test On Disturbed Undisturbed Soil Samples As Per Project Requirement After Completion Of Boring As Given Below , Title4 - Sieve Analysis And Grain Size Distribution By Sieve Analysis And Hydrometer Test , Title5 - Atterberg Limits , Title6 - Natural Moisture Content , Title7 - Particle Size Analysis Test , Title8 - Bulk And Dry Density , Title9 - Specific Gravity , Title10 - Free Swell Index And Swelling Properties Of Soil , Title11 - Organic Matter In Soil If Any , Title12 - Consolidation Test Compressed Index Value , Title13 - Triaxial Compression Test And Determination Of Shear Parameters C And O Test As Per Relevant Is Codes , Title14 - Harmful Salt C Value , Title15 - The Firm Shall Submit The Soil Investigation Completely Covering The Following , Title16 - Bore Log Chart Showing Depth Of Soil Strata , Title17 - Ground Water Table , Title18 - Probable Maximum And Different Settlement , Title19 - Safe Bearing Capacity Based On Shear And Settlement , Title20 - Recommendation For Type And Depth Of Foundation , Title21 - The Location Of Bldg Bores Shall Be Given By Ge , Title22 - Preparation And Submission Of Report In 06 Copies Containing All Above Test Results Graphs Charts Calculation Including Marking Location On Site Plan Alongwith Photographic Record Etc , Title23 - Recommendations All Pages Of Report Claculation Sheet And Connected Documents Will Be Serially Numbered Stamped And Signed By Consultant Total Quantity : 75

Contract Date: Ref. Documents Contract Value : ₹ 43,290

Statutory Bodies & Commissions/Committees No of Bidders 3

Punjab View Result →

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