View Bid Results For Demolition Equipments Tenders

We found 284 Bid Results related to demolition equipments tenders. You can find Contractor details who won demolition equipments tenders along with contract details in Bid awards announcements section.

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Showing 1–6 of 284 tenders matching your filters

Public Administrative Department #11437550 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairthabad Zone, Ghmc

Contract Date: Ref. Documents Contract Value : ₹ 11.26 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11410393 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairthabad Zone, Ghmc

Contract Date: Ref. Documents Contract Value : ₹ 11.51 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11389337 AOC

Contract Date: Ref. Documents Contract Value : ₹ 22.81 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11369454 AOC

Demolition Of Deccan Corporate Building Damaged Due To Heavy Fire By Means Of The Latest Equipment At Minister Road In Begumpet, Circle-30, Secunderabad Zone, Ghmc

Contract Date: Ref. Documents Contract Value : ₹ 20.94 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11368966 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairthabad Zone, Ghmc For The Period Of (03) Months

Contract Date: Ref. Documents Contract Value : ₹ 11.58 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Public Administrative Department #11341879 Price Bid

Tender for Hiring Of Manpower And Equipments For Demolition/Sealing Action Against Unauthorized Constructions Under The Jurisdiction Of Narelae

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

Local Bodies No of Bidders 3

Delhi View Result →

Public Administrative Department #11333649 AOC

Contract Date: Ref. Documents Contract Value : ₹ 58.54 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

Defence #11306511 AOC

Contract Date: Jun 17, 2026 Contract Value : ₹ 4.18 Crore

Statutory Bodies & Commissions/Committees No of Bidders 4

Haryana View Result →

Defence #11201644 AOC

Bids Are invited for Soil Investigation and sampling - To carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of Standard Penetration Test (SPT), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of IS 2131, IS 6403, IS 1498 IS 2720 , Borehole Drilling and SBC analysis - Conducting Soil Investigation for the following - (a) 150mm dia meter bore holes as per IS specification (b) Bore Hole. (i) Depth of Bore Hole 15.00 Mtr (Core drilling by Calyx Rig) (ii) To suggest SBC for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) Water Table (iv) Expansive nature of soil with respect plasticity index (v) N Value at 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore log of soil strata upto 15.0 mtr depth , Soil Laboratory Testing physical - (c) Collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of IS 2720. , Soil Chemical Analysis - (d) Conduction Lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density , Soil Engineering Properties test - (e) Conducting Lab test on undistrubed soil sample as considered necessary according to relevant specification of IS 2720 - (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Free swell index and swelling property of soil (viii) Organic matter in any soil, in any (ix) Consolidation test (Compressed index value) (x) Trixial compression test and determination of shear parameters (C O) test as per relevant IS. (xi) Harful salt (Complete investigation as already ref). , Water level Test - (f) Ground Water Table - (i) Maximum and minimum levels of Ground Water in the area with sources of information. (ii) Ground water table during investigation. , Comprehensive Soil Report and SBC - (g) Submission of Six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation 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 1904-1984 IS 1904-1984 and IS 1080-1985 and other relevant IS code. , Foundation Mapping - (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 proposed 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. , mobilization and Final certification - (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) Mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work. Total Quantity : 18

Contract Date: Ref. Documents Contract Value : ₹ 1.15 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 6

Haryana View Result →

10.

Defence #11200370 AOC

Bids Are Invited For Supplying Laying Jointing Commissioning And Testing 100Mm Bore Centrifugally Cast Spun Ductile Iron Pressure Pipe With Spigot And Socketed Ends Class K7 Confirming To Is 8329 Or 2000 As Per Atc , Supplying Laying Jointing Commissioning And Testing 150Mm Bore Centrifugally Cast Spun Ductile Iron Pressure Pipe With Spigot And Socketed Ends Class K7 Confirming To Is 8329 Or 2000 As Per Atc , Supply And Fix Valve Reflux With By Pass Arrangement 100Mm 4 Inches Dia , Supply And Fix Foot Valve Confirming To Is 4038 100Mm 4 Inches Dia , Supply And Fix Valve Sluice Flanged Of Class 1 Point 6Pn 100Mm 4 Inches Dia , Supply And Fix Valves Sluice Flanged Of Class 1 Point 6 Pn 150Mm 6 Inches Dia , Supplying Installing Testing And Comissioning Of Centrifugal Pump Electric Driven Capacity Not Less Than 25 Lps Discharge At 60 Metre Head In Load As Per Atc , Supply Laying Testing Cable Xlpe Insulated Screened Pvc Bedded Galvanized Steel Strip Wire Armd Electric Powercable Hd 1100V Grade Stranded Aluminium Conductor Size 70 Sqmm 3 Point 5 Core , Supply Laying Testing Cable Xlpe Insulated Screened Pvc Bedded Galvanized Steel Strip Wire Armd Electric Powercable Heavyduty 1100V Grade Stranded Aluminium Conductor Size 10 Sqmm 4 Core , Supplying Installing Testing And Commissioning Of Outdoor Type Factory Made Crca Sheet Thickness 3 Point 15Mm Platform Mounted Lt Panel Board To Accommodate As Per Atc , Supplying Installing Testing And Commissioning Of Indoor Type Factory Made Crca Sheet Thickness 2Mm Platform Mounted Lt Panel Board To Accommodate As Per Atc , Supply Install Test Commission Centrifugal Openwell Submersible Pump Cap 10Hp Singlephase Discharge Range 740 To 200Lpm Head Range 35 To 54M Suction X Discharge Pipe Dia 65X50Mm As Per Atc , Supply And Fix Cast Iron Air Valves With Two Air Outlets 80Mm Dia Bore And Fixing Up In Cast Iron Water Supply Mains , Excavation In Tranches Not Exc 1 Point 5M Wide N Exc 1 Point 5M Depth Over Exc 10Sqm On Plan And N Exc 1 Point 5M In Depth For Foundations Shafts Wells Cesspite Mainholes Pier Holes As Per Atc , Returning Filling In Including Spreading Laveling Watering And Well Ramming In Layers N Exc 25Cm In Soft Or Loose Soil Complete All As Specified And Directed By Engr In Charge , Removal Of Excavated Soil Material To A Distance Not Exc 50M Or Depositing Where Directed At A Level Not Exc 1 Point 50 Metre Above Th Staring Point Complete All As Specified As Per Atc , Boring Of Hole Under Road Pavement Hardstanding By Trenchless Technology Using Ultra Sounding Technique Nec Machine Incl Hdpe Pipe 150Mm Dia Suitable For 0 Point 4Mpa Working Pressure , Cutting Existing Ci Or Di Pipe Line Of 150Mm And Inserting Tee Of Size 150 X 150 X 150Mm For Taping Complete All As Specified And Directed Note Tee 150 X 150 X 150Mm Paid Separetly In Di Special , Cutting Existing Ci Or Di Pipe Line Of 150Mm And Inserting Tee Of Size 150 X 150 X 100Mm For Taping Complete All As Specified And Directed Note Tee 150 X 150 X 100Mm Paid Separetly In Di Special , Di Or Ci Special Such As Tee Bend Collar Tail Piece And Other Fitting As Required , Earthing Of Poles And Other Machinery Or Equipment Using 4Mm Gi Wire As Earthing Lead And Ms Galvanized Plate Of Size 60Cm X 60Cm X 6Mm As Earth Electrode , Demolition And Diasmanttling Of Concrete In Ground Floor And Pavings N Exc 15Cm Thickness , M And L Of Cement Concrete B 2 1 Colon 2 Colon 4 40Mm Graded Aggregate 100Mm Thickness , M And L For Contruction Of Brick Masonry Valve Pit In Repair Of Inter Size 90X90X90Cm Incl Nec Exc Earth Work In Soft Or Loose Soil Brick Work Plastering White Wash Pcc Coping Ms Frame As Per Atc , M And L For Contruction Of Brick Masonry Valve Pit In Repair Of Inter Size 120X120X90Cm Incl Nec Exc Earth Work In Soft Or Loose Soil Brick Work Plastering White Wash Pcc Total Quantity : 8957

Contract Date: Ref. Documents Contract Value : ₹ 1.35 Crore

Statutory Bodies & Commissions/Committees No of Bidders 4

Rajasthan View Result →

11.

Public Administrative Department #11148672 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairthabad Zone, Ghmc For The Period Of (03) Months (1St Recall)

Contract Date: Ref. Documents Contract Value : ₹ 15.35 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

12.

Railways #11108038 AOC

Supply Of supply of demolition hammer, , supply of demolition hammer, professional heavy duty 1). weight of chipping hammer: app rox. 16 to 25 kg (gross weight including machine, chisels and carrying case) .2). chipping hammer supplied with adjustable bits: yes.3). power requirement: 220?230 v, 50 hz, single phase. 4). power rating: minimu m 1800 w. 5). chiseling impact rate: minimum 900 bpm. 6). chiseling impact force: minimum 45 joules. 7). noise level at 1 m distance during operation: maximum 100 db. 8). material of bits supplied: high tensile all oy steel. 9 ). bit diameter: should match with the size of bit holder of the equipment. 10). protective carry c ase: to be supplied for easy handling of equipment during transit. 11). material of carrying case: hard dura ble plastic. 12). tool holder / bit type: 30 mm internal hex type suitable for heavy duty chiseling. 13). chise ls to be supplied: 1 no. pointed chisel (approx. 30 mm ? 410 mm). and 1 no. flat chisel (approx. 30 mm wi dth ? 410 mm length). 14). handle: 360? rotating auxiliary handle for easy operation. warranty period: up t o 12 months from the date of delivery. [ warranty period: 12 months after the date of delivery ] ]

Contract Date: May 19, 2026 Contract Value : ₹ 1.74 Lakh

Government Departments No of Bidders 1

Madhya Pradesh View Result →

13.

Public Administrative Department #11070134 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairthabad Zone, Ghmc For The Period Of (03) Months

Contract Date: Ref. Documents Contract Value : ₹ 19.56 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

14.

Defence #11046935 AOC

Bids Are invited for ARMS MAGAZINE BOOK , TY ISSUE BOOK , AMMUNITION EXPENSE BOOK , ARMS AMMUNITION ISSUE BOOK , DEMAND REGISTER , MAGAZINE KEY REGISTER , DEMOLITION EXPENSE RGISTER , OUTDOOR EXERCISE BOOK , DUTY ASHORE BOOK , MAIL IN REGISTER , MAIL OUT REGISTER , DEFECT REGISTER , SICK REPORT REGISTER , FAMILY VISIT REGISTER , ALLOTMENT VACATION ORDER , PASSWORD REGISTER , ASSET ISSUE REGISTER , INTERNET USAGE REGISTER , INLIVING LIBERTY BOOK , MLR LIBERTY BOOK , DRIVER CAR DIARY , VEHICLE REQUISTION BOOK , STACS TY ISSUE BOOK , MOVEMENT SMS BOOK , EQUIPMENT CHARGING LOG REGISTER , DAILY ISSUE REGISTER Total Quantity : 70

Contract Date: Ref. Documents Contract Value : ₹ 24,190

Government Departments No of Bidders 5

Karnataka View Result →

15.

Public Administrative Department #11044858 AOC

Providing Demolition Equipment And Labour For Demolition Squad Of Circle-30,GZ,GHMC (Rs. 9.00 Lakhs)

Contract Date: Ref. Documents Contract Value : ₹ 5.34 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

16.

Public Administrative Department #11042620 AOC

Providing Of Demolition Equipment And Engaging Labour For Demolition Squad To The Town Planning Wing, Khairatabad Zone, Ghmc For The Period Of 3 Months ( Item No.1 )

Contract Date: Ref. Documents Contract Value : ₹ 11.75 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

17.

Public Administrative Department #10997388 AOC

Engaging Labour, Dcm With Demolition Equipments For A Period Of 1 Month For Demolition Of Structures Along Nh Road From Golnaka Church To Mukram Hotel In Amberpet Circle No.16,Sbz,Ghmc Item No.01 Rs.3.81 Lakhs

Contract Date: Ref. Documents Contract Value : ₹ 2.68 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

18.

Public Administrative Department #10997090 AOC

Providing Of Two Demolition Teams With All Equipments In Kukatpally Zone, Ghmc

Contract Date: Ref. Documents Contract Value : ₹ 17.45 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

19.

Defence #10801067 Price Bid

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

Statutory Bodies & Commissions/Committees No of Bidders 4

Kerala View Result →

20.

Defence #10733980 AOC

Contract Date: Nov 10, 2025 Contract Value : ₹ 16.54 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 8

Punjab View Result →

21.

Agriculture #10727534 Price Bid

Tender For Renovation Of Western Side Jetty At Kiltan; 1 Abstract-IDismantling of existing damaged concreates of slab, longitudinal beams, cross beams hand rails, electric posts ,low landings, screen walls, midtide beams etc and transporting the materials to the department stack yard as instructed by EIC leaving no brocken concrete pieces on the sea bed including hire charge of tractors, cost hire charge of required heavy machineries likeconcrete cutter, demolition hammer, breaker, etc of cost of labours complete. 2 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix as instructed by EIC, including cost of all materials- cement, stone chips, M-sand, cost of centering and shuttering, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer Machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 3 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for hand rail posts, handrails and light post etc as instructed by EICincluding cost of cement, stone chips, M-sand,Silica fume & Plasticizercost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 4 Centering and shuttering for Hand railposts, handrails and lighpost etc including cost of all materials (Cement, M Sand, 20mm chips), form work, transportation charge of materials to the site, hire charge of mixer machine, vibrator and minor tools as per the direction of EIC etc complete 5 Supply, deliver and transportation ofsteel of grade Fe 500 D HSCRM / HCR / CRS or equivalent confirming to IS 1786 with corrosion resistant element for Fabrication and fixing of reinforcement in superstructure worksas per the directions ofEIC, including cost of fabrication & fixing, cost of corrosion resistant deformed bars, all handling charges, cutting, bending, lapping, tying and welding in position wherever necessary with black 18 SWG annealed binding wire, all labour chargs, cost of binding wire, transportation charges for all materials from to worksite at Kiltan, all T&P required for the work and minor tools etc. complete. 6 Providing and laying design mix concrete of PCC M30 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, m-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for wearing coat etc.as instructed by EIC including cost Silica fume & Plasticizer , cement, stone chips, M sand, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and m-sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 7 Applying two coat of ready mixed acrylic plastic emulsion paint (Exterior emulsion) antifungals over the primer coat on the hand rails, posts, hand rails, light posts and on the right sides of the newly concreated jetty superstructure (longitudinal beam, deck slab side) as per the direction of EIC including cost of all the required materials and labour charges etc. complete. 8 Providing and fixing 10T and 20T bollards on the both side of the jetty for arresting the vessels, boat with ropes for embarkation/disembarkation of passenger and cargoes excluding the cost of bollard with its fittings, transportation charges, minor tools, labour charges etc., complete. 9 10T 10 20T 11 Abstract-IIDismanting of existing damaged concreates of slab, longitudinal beams, cross beams hand rails, electric posts ,low landings, screen walls, midtide beams etc and transporting the materials to the department stack yard as instructed by EIC leaving no brocken concrete pieces on the sea bed including hire charge of tractors, cost hire charge of required heavy mechinaries likeconcrete cutter, demolition hammer, breaker, etc of cost of labours complete. 12 Providing and laying design mix concrete of RCC M40 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, M-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix as instructed by EIC, including cost of all materials- cement, stone chips, M-sand, cost of centering and shuttering, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and M- sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer Machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 13 Supply, deliver and transportation ofsteel of grade Fe 500 D HSCRM / HCR / CRS or equivalent confirming to IS 1786 with corrosion resistant element for Fabrication and fixing of reinforcement in superstructure worksas per the directions ofEIC, including cost of fabrication & fixing, cost of corrosion resistant deformed bars, all handling charges, cutting, bending, lapping, tying and welding in position wherever necessary with black 18 SWG annealed binding wire, all labour chargs, cost of binding wire, transportation charges for all materials from to worksite at Kiltan, all T&P required for the work and minor tools etc. complete. 14 Providing and laying design mix concrete of PCC M30 grade in accordance with IS 456 (Latest Edition) using coarse aggregate from mainland quarry, m-sand confirming to IS and 43 grade Ordinary portland cement confirming to IS 455, adding silica fume and approved plasticizer as per design mix in cast-in-situ for wearing coat etc.as instructed by EIC including cost Silica fume & Plasticizer , cement, stone chips, M sand, cost of all labour charges, mixing, conveying, placing, consolidation, screening and washing of coarse aggregate and m-sand, transportation charges of all materials to the Work Site at Kiltan, hire charges and running charges of Mixer machine, vibrator, consumables and all other equipments, cost of minor tools etc. complete. 15 Applying two coat of ready mixed acrylic plastic emulsion paint (Exterior emulsion) antifunges over the primer coat on the hand rails, posts, hand rails, light posts and on the right sides of the newly concreted jetty superstructure (longitudinal beam, deck slab side) as per the direction of EIC including cost of all the required materials and labour charges etc. complete. 16 Providing and fixing 10T and 20T bollards on the both side of the jetty for arresting the vessals, boat with ropes forembarkation/disembarkation of passenger and cargoes excluding the cost of bollard with its fittings,tranportation charges, minor tools, labour charges etc., complete. 17 10T 18 20T

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

Government Departments No of Bidders 2

Lakshadweep View Result →

22.

Public Administrative Department #10711920 Price Bid

Hiring Of Manpower And Equipments Required For Demolition Action Program For Building Department-1 And 2 / Clz

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

Local Bodies No of Bidders 3

Delhi View Result →

23.

Defence #10669845 Price Bid

Provision Of Addition / Alteration To Existing Protection System Of Ht Equipments At Ajmer Line, 33Kv Substation And Provision Of 05X Led Security Lights With Pole At Wksp Area 979 Regt ( Sm ) Wksp At Shikargarh And Demolition Of Rcc Over Had Tank At 3012 Fd Hosp In

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

Statutory Bodies & Commissions/Committees No of Bidders 4

Rajasthan View Result →

24.

Public Administrative Department #10505314 Price Bid

General-Hiring Of Manpower And Equipment Required For Demolition Action Program By Building Department I And Imp Ii City-Sp Zone.-Hiring Of Manpower And Equipment Required For Demolition Action Program By Building Department I And Ii City Sp Zone

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

Local Bodies No of Bidders 3

Delhi View Result →

25.

Drinking Water Supply and Sanitation #10490367 Price Bid

Nit No. 18(21-22)/Cwa(Wns)Ii Hp/Item No. 01 Sitc Of Fume Hood X 1, Body Shower And Eye Shower For Quality Control Laboratory, Haiderpur (Iso-9001-2015 Certified). , Ducted High Performance Fume Hood Specifications A Fume Hood Sometimes Called A Fume Cupboard Or Fume Closet Is A Type Of Ventilation Device That Is Designed To Limit Exposure To Hazardous Or Toxic Fumes In Lab Environment. It Bypasses All Toxic Fumes From Lab By A Duct. Internal Material Of Fume Hood Is Made By 6 Mm Phenolic Resin Laminate Which Has A Very Good Chemical Resistance Properties And Outer Body Also Made By Gi Sheet With Epoxy Powder Coating. The Size Of Fume Hood Varies As Per The Requirement Of User And It Starts From 1200Mm, 1500Mm, 1800Mm And So On. Internal Size Also Varies In Same Manner. Moc Also Can Be Changed As Per The Criticality Of Chemicals That A User Is Using In Their Labs. In Conclusion We Can Shay That Fume Hood Is Safety Equipment Which Is Necessary For A Lab To Make A Healthy Environment. Overall Dimensions With Base Cabinet:1800 Mm W X 1000 Mm D X 2400 Mm H Fume Hood Dimensions: 1800 Mm W X 1000 Mm D X 1555 Mm H Base Cabinet Dimensions: 860 Mm W X 600 Mm D X 655 Mm H With Castors – 2Nos Inside Fume Hood Working Volume: 1740 Mm W X 750 Mm D X 1180 Mm H Bed Size:1740 Mm W X 750 Mm D Quantity: 1. Model - High Performance Fume Hood 2. Design Basis-American Design Standard: Ashrae110-2016 All Tests Including “Tracer Gas Containment Test” Passed. European Design Standard: En-14175- 2003 ‘Inner Plane Containment Test’ Passed. 3. Design Structure-Aerodynamic, Floor Mounted 4. Airflow Type-Low Constant Volume (For A.C. Environment) 5. Colour Combination-(May Select As Per Our Standard Colour List) 6. Powder Coating -Complete Metallic Parts Are Processed With Multi Tank Pre- Treatment And Finished With Highly Corrosion Resistant Kansai Nerolac/Equiv Epoxy Powder Coating With 70 - 80 Microns Thickness. Our Automatic Coating Plant And Fully Conveyorized Ovan Ensures That Coating Surface Get Appropriate Temperature To Bond With The Surface. The Paint Surface Was Tested For Quality And Longevity Out Of Which 1000 Hours Salt Spray Test Is Important Factor. 7. Material Of Construction Of Superstructure-Galvanized Iron (Gi) As Per Is 277: 2003 Standard Of • 1.0 Mm Thickness For All Sheet Metal Paneling • 1.2 Mm For Back Pillars • 1.2 Mm For Front Corner Post 8. Front Top Panel -Easily Openable Hinged Gas Spring Based Top Panel For Easy Access To Flow Control Valve And Electrical Lighting Fixtures For Maintenance. 9. Corner Post -Triangular Profiled Corner Post Is Placed On Lhs And Rhs Of The Fume Hood And It Houses The Utility Line Fittings And Electrical Receptacles. 10. Inside Liner -Chemical & Heat Resistant, Fire Retardant, Smooth Finish, Easily Cleanable Panels Made Out Of Durable Prl Integral Work Walls (6 Mm Thick). Astm Flame Spread Index < 25. 11. Active Kinetics Exhaust System -Interstitial 7-Point Active Kinetics Exhaust System (For Light, Normal & Heavy Fumes) With Baffle To Ensure Rapid Exhaust Of Fumes. 12. Airfoil -Aerodynamic Design, Horizontal Fixed Airfoil Mounted On The Worktop Made Of Ss 304 (1.2Mm) Teflon Coated. 13. Worktop -Chemical Resistant Splash & Spillage Proof Dished ‘Jet Black Granite’ Worktop (18 +1 Mm Thick). Skirting Of 15 Mm From All Sides For No Chemical Spillage. 14. Sink, Water Tap With Drain Arrangement -Worktop Will Have Sink Sealed With Silicon Sealant For Drainage With Water Tap On Left Back Side Of Worktop. Sink Will Have A Trap For Waste Collection. Oval Shaped 100 Mm X 200 Mm Sink 15. Sash (Shutter) -Vertical/Combinational Rising Sash Counter-Balanced With Pulley And Counter-Weight System. Toughened Float Glass Sash (5 Mm Thick). Smooth And Light Sash Operation. Clear Openable Height = 750 Mm. Impact Resistance Of The Sash (Toughened Glass) Is Four Times Higher Than Other Sash Materials (Like Safety Glass And Polycarbonate). Breaking Stress Value For Fully Toughened Glass (Tempered Glass) = 24,000 Psi. • Aerodynamic Sash Handle • Single Finger Movement • Timing Belt For Movement 16. Wet & Dry Services Valves-Remotely Operated Colour Coded Valves For Fine Control Over Utilities (As Per Din 12920 Norms) Total 5 Nos. Service Valves With Flexible Hose With 6Mm Internal Dia, Withstands Up To 5Kgf Pressure (All Lhs) • 1 For Raw Water (Pu) • 1 For Vacuum(Teflon) • 1 For Comp. Air (Pu) • 1 For Chilled Water Supply (Cws) • 1 For Chilled Water Return (Cwr) – No Valve Only Nozzle 17. Maintenace Ports -Openable Top Panel For Easy Maintenance Of Tube Light And Flow Control Valve. Rectangular Service Panel For Maintenance Of Utility Valves And Tubing. 18. Internal Nozzles-Brass Powder Coated Fittings Are Staggered In The Fume Hood To Avoid The Intermingling Of The Flexible Tubes. Also, The Taps Are Tapered In Shape To Use With Flexible Tubing Of Sizes From ¼” To ½” In Dia, To Provide Greater Flexibility To The User. 19. Lighting -Fluorescent Light (40 Watt, 2 Nos.) With Vapour-Proof Fitting For Proper Illumination. Intensity Approx 400 Lux At Worktop Level. Diffused Light Only, No Direct Lighting. 20. Electrical Utilities- 6 Nos. Electrical Sockets ‘North-West’ Make (230 V, 6/16 A, 50 Hz), 6 Nos. ‘North-West’ Make Mcbs. Light Switch On Front Fascia. Cables & Wires ‘Fire Retardant Low Smoke’ Grade. Emergency Stop Push Button For Fume Hood Switches. 21. Cable Entering Port -Dia 100 Mm Cable Entry Tunnel From Fume Hood Front Post To Inner Liner. With A Plastic Cover. For Easy Access Of Cables From Fume Hood To Electrical Sockets. 22. Chemical Storage Base Cabinet (Ventilated & On Castors) Base Cabinet Will Be Ready To Receive The Fume Hood At Its Top. It Will Have Following Features: 1) Completely Made From 1Mm Thick Gi Sheet With Highly Corrosion Resistant Epoxy Powder Coating,60-80 Microns Thickness. 2) Cabinet Integral Work Walls Will Be Special Chemical & Heat Resistant, Smooth Finish, Easily Cleanable Panels Made From Durable Prl Sheets. 3) Two Exhaust Ports Connected To The Fume Hood Exhaust System Internally. 4) One Removable Horizontal Partition To Store Chemicals. 5) Pp Trays For Chemical Storage. 6) Cabinets On Castors. 7) Roller Catch Of “Hafele”– Germany” Make For The Base Cabinet Doors. 8) Polyamide Hinges From Outside Of Base Cabinet.Overall Dimensions: 860Mm(W) X 600Mm(D) X 655Mm(H) With Castors – 2Nos. 23. Apparatus Holding Grid (Lattice Assembly)- A Grid Made Up Of Epoxy Powder Coated Rod (Dia. 12.7 Mm) To Hold The Apparatus. It Will Cover The Entire Length Of The Fume Hood And Will Be Built-In At Fume Hood Backside. Installed At The Distance Of 150 Mm From Backside Of Fume Hood. 24. Air Flow Meter -This Device Is An Accessory For Fume Hood To Indicate The Approximate Face Velocity Of Airflow With Primary Purpose Of Warning When A Low Flow Condition Occurs. Red & Green Leds Correspond To Low & Normal Flow Rates. When Flow Decreases From Normal To Low, An Audible Alarm Will Also Actuate Requiring Manual Acknowledgement For Silence. Digital Display Of Face Velocity In M/Sec Or Fpm. On Screen Display For Safe And Alarm Conditions With Audible Alarm And Led Indication. Push Button Calibration And Configuration. Plug-In Connections For Power Supply And Airflow Sensor 25. Temperature Indicator -Size 48 X 48 X 110, Mm (Panel Cutout - 44 X 44 Mm). Accuracy ±0.25% Of Reading ±1 Lsd, ±1°C Supply Voltage 85 To 264 V Ac, 50 / 60 Hz User Interface Display: 2 Rows Of 3-Digit X 7 Segment High Intensity Led Upper Row : Process Value For Pid 1 Lower Row: Process Value For Pid 2 Key Board: 3 Front Panel Keys For Settings 26. Level Adjusting Screws -Made Of Ss Bolts To Adjust The Fume Hood Level By ± 10 Mm 27. Exhaust Port -Unique Exhaust Port Design Ensures That The Fumes Will Be Exhausted Smoothly Without Any Turbulence At The Exhaust Port. Also, It Ensures Low Noise Level. 28. Flow Control Valve -To Regulate Airflow. 29. Noise Level - < 70Db At 1 Meter From Fume Hood. 30. Sash Lock -At 450 Mm To Restrict Movement Of Sash 31. Face Velocity -Should Pass Ashrae 110: 2016 Test At 60 Fpm 32. Drawer -Drawer Within The Fume Hood Structure To Keep Stationery 33. Pull Out Tray -For Keeping Notebook 34. White Board -300 Mm X 450 Mm White Board For Writing Centrifugal Blower: (For Air Suction In Cluster Of - Nos. Of 6 Ft. Fume Hood & - No. Of Spot Extractor) Silent Pp + Frp High Efficiency Remote Blower, Consisting Of Continuous Rating Motor And Chemical Resistant Impeller. It Satisfies International Safe Velocity Norms. 1. Construction-Sisw Type, Chemical & Heat Resistant Pp + Frp Blower With Aerodynamically Balanced Pp Impeller, With Drain Plug. 2. Air Suction Capacity -2400 Cfm Confirming To International Face Velocity Norms And As Per Safe Fume Hood Airflow Pattern. 3. Motor-‘Crompton / Lhp/Other Reputed’ Make, --Hp Motor 3 Phase Tefc, Ip 55, Class F, Continuous Rating. As Per Is 325. 4. Drive -Direct Drive Ducting: Chemical Resistant Pp + Frp (3Mm + 2Mm) Rigid & Flexible Ductwork From Fume Hood To Exhaust Stack Point With Weatherproof Canopy. Total Ducting With Horizontal, Vertical Members, Flanges, Bends, Bracketed Supports And Gooseneck Exhaust Stack. Installation : It Will Be Carried Out By Skilled Team With Ductwork Design, Fitting, Fixing Of Blower, Commissioning & Testing Of The Same At A Fixed Extra Cost Testing: All Fume Hoods Should Be “Factory Tested” As Per Ashrae110:2016 Face Velocity Norms. Also, “Onsite Validation” To Be Carried Out To Ensure Working Of Fume Hood As Per International Norms. “Tracer Gas Containment Testing’ Can Be Carried Out At Vendor’S Factory. , Supply Of Body & Eye Shower With Glass Bathing Enclosure And Ss Frame The Vendor Shall Provide Overhead Safety Shower Integrated With Eye Washer And Fume Hood With Installation And Also Do The Necessary Civil And Well As Wiring Work In A Scientific Required Manner. Specifications For Safety Shower Enclosed In Glass Shower Enclosure There Shall Be Safety Shower Cum Eye Washer For Decontamination Of Body In Case Of Any Toxic Or Chemical Contamination. It Shall Be Dual Operation With Hand Or Foot. The Same Will Be Enclosed In Glass Enclosure With Proper Water Supply System And Drainage System. The Height Of Shower And Bowl Will Be Adjustable. Material Of Construction: Shower: Ss 304 Basin Bowl: Ss 304 Shower Foundation: Ss 304 Filter Screens: Ss 304 Activation Push Plates: Ss 304 Piping: Ss 304 Waste Strainer: Ss 304 Water Flow Atomizer: Abs Dimensions: A. Total Height: 2445+-30Mm B. Shower Height 2100-2400Mm C. Eyewash Height 850-1150Mm D. Shower Bowl: 10.5/8” E. Eye Water Bowl: 11” F. Piping: ¾” Wall Thickness 2.5-3Mm G. Inlet: 1” Bsp, Outlet ¾” H. Ss Push Plate: 2 Mm Thickness I. Ss Pull Rod: 6 Mm Thickness J. Foundation Diameter: 165 Mm Water Flow: 1. Inverted Directional Laminar Flow. 2. Protects Nasal Cavity. 3. Filter Capsule Prevents Water Clogs For Uninterrupted Water Flow. 4. Attached Dust Cover (Ppcp). 5. Provided With Filter Capsule With Flow Controller (Pressure Range: 2.1-3Kgf/Cm2). 6. Provided With Ss Filter Screen To Protect From Unwanted Impurities. 7. Additional Flow Controller For Pressure Higher Than 3Kgf/Cm2 8. Under Conditions Of Adequate Pressure, Minimum Flow 11 L/Min. Receptor Bowl: 1. Straight Edged And Raised Basin To Prevent Splashing. 2. Ss Bowl Valve Equipped With Ss Ball And Steam Ss .304 (1/2 For Eyewash, 1For Shower). Drainage System: There Will Be A Rectangular Ss Drain Platform With Perforation. The Same Will Be Minimum 60% Of The Area Of The Enclosure Platform. This Is Need In An Scientific Manner To Flush Out The Water From The System In Seconds. Glass Enclosure: The Above Safety Shower Cum Eye Washer Will Be Enclosed In U Type-Glass Enclosure So At The Time Of Decontamination No Spill Spread Takes Place. The Glass Enclosure Will Have Tiles Of Good Quality At The Back Side And Three Side Glass That Include Gate (U Type). All Glass Will Be Toughened. Glass Thickness: 10 Mm Toughened (Tufnik Or Jaguar) Glass Door: 2135 Mm X 750 Mm (Minimum) Glass Enclosure Dimensions: 1066 Mm Width X 1220 Mm Depth X 2133 Mm Height Fittings, Hinges And Towel Bar Handle, L Connectors: Tufnik Or Jaguar Shower Cubical Size: As Per Site Requirement Over-Head Tank: 1000 Ltr (Syntex) Water Supply Fittings: Will Be Pp (Astral) Drain Pipes: Pvc (Astral/Prince) Installation Of Safety Shower And Fume Hood With Ducting, Electric Connections And Plumbing And Required Civil Work: It Will Be Carried Out By Skilled Team With Ductwork Design, Fitting, Electrical Work (All Wiring Will Be In The Concealed Conduit), Required Civil Repairs, Commissioning & Tetsing Of The Same. (Vendor May Visit The Site). The Whole Work Will Be Done Scientifically Keep In View All And Future Requirements Of Both The Systems. Between The Two Systems I.E. Safety Shower And Fume Hood There Will Be Backlit Glass/Acrylic Djb Logo And Lab Certifications. Civil Work:Demolition Of Existing Slab And Back Wall Tiles, Re-Plastering Of Back Wall And Tile Work. 10 X 18 Including Corner Of Another Wall (180 Sq Feet). Platform 10 X 5 Of 2 Height Where Safety Shower And Fume Hood Will Be Installed. Vitrified Tile Of Best Quality On Floor 12 X 6. There Will Be Black Granite On The Platform Front(12X2). The Plumbring Work That Include Installation Of 1000 Ltr Water Tank On The Roof Of The Lab, Connection Of Water Of The Systems, And Drainage From Safety Shower To The Drain As Per Specifications. , Demolition Of Existing Slabs, Tiles, Sink, Floor Tiles, Cupboard, Electrical Fixtures And Plumbing Fixtures , Installation Of Body Shower And Eye Shower With Glass Bath And Ss Frame , Installation Chemical Styorage With Fume Suction System Including Carriage. , Fixing Of Eye Shower With Complete Plumbing Work To Maintain Pressure From Djb Mainline Administration Block With Overhead Tank Including All Necessary Work. , Fixing Of Floor Tiles, Wall Tiles, Complete Electrical Work And Civil Cutting Of Window, Manhole With Cover Frame And All Other Necessary Jobs. , Testing & Commissioning With 365 Days Of On-Site Warranty

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

Boards / Undertakings / PSU No of Bidders 2

Delhi View Result →

26.

Public Administrative Department #10450453 Price Bid

Hiring Of Manpower And Equipment Required During Demolition Action Program By Building Department-Ii, Keshav Puram.- 1 Sub Heading 1 2 Engaging Beldar, Coolie, Mazdoor, Rock Breaker, Excavator Or Any Other Category Doing Unskilled Work. 3 Hiring Of One Pneumatic Hammer, Tractor Mounted, Including Compressor 250 Cfm With Two Leads For Pneumatic Hammer Including Operator & Helper, Fuel, Lubricant And Transporation To Site Etc. All Complete In Working Condition 4 Hiring Of One Gas Cutter Set With Operator / Welder I / C Lpg / Da Gas, Oxygen Gas In Proper And Secure Cylinders Operator, Welding Rods, Transportation To The Site Etc. All Complete In Working Condition. 5 Hiring Of Back Hoe Loader Wheel Mounted Of Having A Loading Bucket Of 1 Cum Capacity And Excavating Capacity Of 0.24 Cum Including Driver, Fuel, Lubricant Etc. For 8 Hours Working In A Day And Including All Assemblies Required For Dmolition / Excavation

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

Local Bodies No of Bidders 7

Delhi View Result →

27.

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 →

28.

Defence #10347293 Price Bid

Tender For Soil Investigation For Provision Of Auto Control Shop At Nsry ( Pbr ) ; 1 Note:The Prepriced Rate Indicated As 0.00 Under Col.6 Andas 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 2 1.M &L For Carrying Out Soil Investigaton In Respect Of The Soil Investigation To Cover Field And Laboratory Studies Includes:- ( A ) Mobilisation Of Plants And Equipment Including Men And Materials As Required At Site Of Soil Investigation Setting Of Boring / Drilling As Requiredand Demolition 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 Testng ) Job 01. ( B ) Shifting And Transportation Of Entire Arranagement Includes Men, Material One Bore Hole To Another Bore Hole Location Including Setting Of Bore For Carrying Out The Test Job 05. ( C ) Boring 150Mm Dia Bore Holes To Any Depth Through Following Type Of Strata:- ( I ) Any Type Of Soil Rm 60. ( Ii ) Soft Rock Rm 10. ( Iii ) Hard Rock Rm 05. 2. Collection Of Undisturbed Soild Sample At 3M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walled Tube Including Waxing, Sealing, Packing, Transporting Etc Complete Each 30.3. Carrying Out Standard Penetration Test ( Spt ) As Per Is 2131 Including Collection Of Disturbed Soild Samples In Bore Holes At Every 1.5 M Depth Or Any Change Of Strata And Submit The Report With All Requisite Date Each 90. 4. Conducting Necessary Test On All Collected Of Ds / Uds / Spt Samples Which Includes The Determination Of The Following Each Bore Hole 04 :- ( I ) Shrinkage Limit ( Ii ) Atterberg Limits ( Iii ) Naturalmoisture Content ( Iv ) Wet And Dry Density ( V ) Particle Size ( Soil / Grain Size ( Vi ) Consolidation Test Including Pre Consolidation Pressure ( Vii ) Tri-Axial Sheer Test C&Q Determination ( Viii ) Direct Shear Test ( Ix ) Specific Gravity Test For Sand / Rock ( X ) Crushingstrength Of Rock Samples ( Xi ) Testing Of Water Sample ( 02 Samples ) ( Xii ) Free Swell Index ( Xiii ) Soluble Salt Content ( Chloride & Sulphate ) ( Xiv ) Permeability Test. 5. Submission And Analysis Of Laboratory And Field Test Result And Submission Of Report In 04 Copies Alongwth Reccommendaton For Selection Of Type Of Foundation With Supporting Design Details And Recommendation Of , Sbc Etc Complete Each 01. 6. Excavation Of Trial Pit Upto 3.0 M Depth Having Size 1.2X1.2 For Collecting 03 Nos Uds Sample Including The Test ( I ) Atterberg Limits ( Ii ) Naturalmoisture Content ( Iii ) Wet And Dry Density ( Iv ) Particle Size ( Soil / Grain Size ) ( V ) Tri-Axial Sheer Test ( Vi ) Specific Gravity Test For Sand / Rock ( Vi ) Free Swell Index Each 04.Note:- ( A ) Quoted Rate For Si No 02 Should Include Gst For Andaman & Nicobar Islands. 3 Note:- ( A ) Quoted Rate For 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 4

Andaman And Nicobar Islands View Result →

29.

Drinking Water Supply and Sanitation #10280821 Price Bid

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

Government Departments No of Bidders 4

Rajasthan View Result →

30.

Housing Urban and Rular Development #10191469 AOC

Contract Date: Jun 17, 2026 Contract Value : ₹ 78.07 Crore

Government Departments No of Bidders 9

Jharkhand View Result →

31.

Defence #10025434 Technical Bid

Tender For Misc Repair In Main Store Building At Ofcd; Demolition of reinforced cement Concrete of any description and in any position not otherwise specifically provided. , Demolition of Concrete of any description and in any position not otherwise specifically provided for.(unreinforced) , M/L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batterrough finished surfaces of concrete flat surface. , M&L REINFORCED READY MIXED CEMENT CONCRETE (DESIGN MIX)Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, underreamed piles and mass concrete M 25 (OPC 53 Grade cement) make: ultratech, Ambuja, ACC. , S&F of TMT Bars 6 to 8 mm dia and over cut to length,bent to shape required, including cranking bending spirally for hooping for columns,hooking each, binding with and including mild steel wire(annealed) n.less than 0.9mm dia or securing with clips . , M&L for cement concreteType A 0, 1:1.5:3 ( M20), 12.5 mm graded aggregate. , Dismantling structural steel work including doors, gates but excluding framed truss etc , S&F Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pullgear operated type with bevel gear box and crank handle.1.25 mm thick sheet. , M&L forpreparing new steel surfaces, apply one coat of red oxide/ zinc chrome, synthetic enamel(ordinary/ tint) painting two coat Surfaces of anydescription, not otherwise descri-bed, over 10cm width or girth steel based surface (Asian paints / Nerolac/ Berger).approved by OFCd. , Taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. , M&L rendering 15mm thick on fair faces of brick work or concrete surfaces1:6 cement plaster and rendering is to be finished even and smooth (without using extra lime or cement)® , M&L for 3mm thick wall care putty on wall. , M&L for 3mm thick wall care putty on ceiling. , M&L for Distempering two coats to ceiling surface with distemper oil emulsion, white or tinted. (Asian, Nerolac, Berger) , Dismantling asbestos cementcorrugated,semicorrugated, etc.) sheets in roof coverings. , S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof vering /cladding to wall, fixed with self tapping screws as specified.(make: TATA, Bhusan, Jindal) , Cutting grooves in brick wall, 75 mm wide and 65 mm deep and shaping horizontal face of groove with cement mortar 1:3. , M&L for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes.conforming to I. S.1161- 1979 grade St.-240 , Dismantling boarding, any description, fixed in any position with nails. , S & F of Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to tre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre. , S&f for Seamless calcium silicate ceiling made out of 1800 x 1200 mm size board of siliceous and calcareous material reinforced with cellulose fibre fixed to the ceiling section with 25 mm long self drilling and tapping screws having phillips head with under head cutter at 200 mm centre to centre, including finshing the joint of face board with specially formulated jointing compound and 48 mm wide fibre tape to provide seam less finish (Frame work for ceiling shall be measured and paid separately) thickness 8mm. , M & L for taking down the Shutters of any description exc 2sqm each and remove to store. , S&F of Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete. Fe- 290 (Gde E- 165) , S & F of Mild steel, plain, black sheet of 1.25 mm in wall cladding ,steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivetsand fixed to wood or steel framing withplain 40 mm lap joints with riveted or welded seams, including bendingor turning up, mitredangles, etc. as required , Removing building materials etc. to a distance of 5 km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination.(0.62 cum =One load) , Supply and fixing LED luminaire 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete , M&L for100 mm bitumen Flash strip. Make: STP, IWL. , M&L for (i) Surface preparation: The concrete substrate must be sound and of sufficient compressive strength (minimum 20 N/mm2) with a minimum pull off strength of 1.5 N/mm2 for durable and lasting flooring. The substrate must be level, clean, dry and free of all contaminants such as dirt, oil, grease etc. All previous floor coating if any must be mechanically removed to the maximum extent possible. It is acceptable to relay on floor coating that has a firm bond(pull out strength of 1.5N/mm2). Concrete substrates must be prepared mechanically using abrasive blast cleaning, scarifying or grinding equipment to remove cement laitance and achieve an open textured surface. Weak concrete must be re moved and surface defects such as blowholes and voids must be fully exposed.Repairs to the substrate, filling of blowholes/voids and surface leveling must be carried out using appropriate repair product. The concrete or screed substrate has to be primed or leveled in order to achieve an even surface. High spots must be removed by grinding. (ii) Providing and installing MYK arment, Fosroc, Sika 6mm thick Polyurathene flooring using Top HPU 6,4 components with outstanding wearing properties self smoothing heavy duty polyurethane flooring, mixing 4 components by mechanical means,mixed screedTop HPU 6(Thickness 4.0 mm) over completely driedcoats ofHPU Sc as Scratch coat etc spreading the mix using trowel, including surface roughening, groove cutting, cleaning, groove filling usingTop HPU 6 allowing it to dry completely, etc and complete as per manufacturers specification. The parameters forTop HPU 4 are as follows: Compressive strength (IS9162-1979) Approx. 53 N/mm² (BS6319) Tensile strength (IS9162-1979) Approx. 7 N/mm², Flexural strength (IS9162-1979) Approx. 12 N/mm², Adhesive pullout bond strength in N/mm² (ASTM D 4541-2002) > 1.5 N/mm² (concrete failure) Taber abrasion resistance (1000 g, 1000cycles) (ASTM D4060) weight loss, mg CS17 wheel: 125, H22 wheel 1500, Shore D Hardness 75 Slip resistance (under BS 8204: Part 2: 2002(9),wet and dry ) Satisfactory Impact resistance (under BS 8204: Part 1: 1999) Satisfactory Water absorption 0 ml, Surface spread of flame (BS 476: Part 7) Class 2 Foot traffic @ 30degC After 36 hrs, Light traffic @ 30degC After 48 hrs, Full traffic @ 30degC After 60 hrs, Full cure @ 30degC After 7 days( make: MYK arment, Fosroc, Sika) (iii) Providing and cleaning of pot holes with wire brush and cut the groove of damange portion and fill it with MYK ERM (Epoxy Repair Mortar) FloArm ERM is a three-component filled epoxy ( make: MYKarment, fosroc or equivalent) , Supply and apply of Resin mortar with the following properties:  Solvent free  High compressive and flexural strength  High resistance to mechanical loadingRepair of Damage and Voids in Concrete:Apply FloArm ERM to the voids over the wet primer in one application, compact and strike off level with thesurface ( make: MYKarment, fosroc or equivalent)

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

Government Departments No of Bidders 3

Chandigarh View Result →

32.

Housing Urban and Rular Development #10008279 Technical Bid

Tender for Protection Of Dda Vacant Land Under Rohini Zone.Sub Head : Providing And Operating Equipments, Machinery, Transportand Labour For Conducting Demolition Programmes Includingdisposal Of Demolition Waste In Rohini Zone

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

Local Bodies No of Bidders 4

Delhi View Result →

33.

Defence #10003682 AOC

Contract Date: May 26, 2026 Contract Value : ₹ 11.48 Crore

Statutory Bodies & Commissions/Committees No of Bidders 7

Karnataka View Result →

34.

Petroleum and Natural Gas #9973760 AOC

Contract Date: Jan 06, 2026 Contract Value : ₹ 6.01 Crore

Boards / Undertakings / PSU No of Bidders 1

Tamil Nadu View Result →

35.

Public Administrative Department #9970695 Technical Bid

Tender For Supply Installation Testing And Commissioning Of 9.0 Mtr Long Gi (65 Micron Dft Single Dip) Octogonal Poles Uniformally Tappered With Thickness Of 3Mm With Bottom/Top Dia Of 175 Mm X 70Mm & Base Plate Of 275X275X16Mm/Pcd 250 Mm Provided With Proper Door Opened Gear Box For Connections On The Bottom Side With G.I. Foundation Bolts (J Type) M24X750 Mm Long (Set Of 4 No.S Per Pole) , Supply Installation Testing And Commissioning Of Pre Fabricated Galvanized Double Way Top Bracket (1500Mm Long With 48.3 Od Gi Pipe) To Be Fitted On Top Of Octogonal Pole For Holding Lighting , Supply Installation Testing And Commissioning Of Pre Fabricate Galvanized Single Way Top Bracket (1000Mm Long With 48.3 Od Gi Pipe) Tobe Fitted On Top Of Octogonal Pole For Holding Lighting No. 40 910.00 36400.00 , Supplying, Installation, Testing & Commissioning Of Street Light Led Fixture, Powder Coated Pressure Die Cast Aluminium Body Powder (System Lumen Efficacy 135 Lm/Watt). With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle As Per Iesna Type I/Ii/Iii As Per The Width Of The Road And The Project Requirement., Suitable To Fit In Up To 65Mm Dia Pipe, Life Time (Led,Driver & Electrical Circuitary) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin), Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy 135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C).200 Watt , Lt 16 Sqmm 2 Core Aluminium Xlpe Armoured Cable To Be Carried Through Conduit/Pipe Up Gradation Or A/G Only In Case Of Site Constrains Excluding Cost Of Pipe & Trench Excavation. The Cable Shall Include End Termination Lugs With Its Crimping /Taping. Route = 1500 M Wastage @10% = 150 M Total = 2475 M , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supply Of 20 Mm Two-Way Junction Box , Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole , Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire. , Brass Compression Gland (19 Mm) For 2 X 6 Sq. Mm 1.1 Kv Grade Cable Glanding & Termination Of Armoured Cable No. Of Ends =(40×2)+(2×2)=84 Ends (Brass Compression Glands & Termination. (40×2)+(2×2)=84) , Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 2 X 16 Sq. Mm (22Mm) (Heat-Shrink End Termination Kit For 1.1 Kv Al Armoured Cable) , Supply Installation Testing And Commissioning Of Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx [email protected] Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% (Sitc Of 1-Phase Feeder Pillar, 4-Way Complete) , Supplying And Laying 6 Swg G.I. Wire At 0.50 Meter Below Ground Level For Conductor Earth Electrode, Including Connection/ Termination With Gi Thimble Etc. As Required. Gi Earth Wire 8 Swg Average Length = 10 M Per Earthing 74×10=740Rm (Supplying & Laying Gi Earth Wire 8 Swg. 74 × 10 M) , Supplying & Fixing Gi Strip 25×3 Mm From Pole Base To Earth Pit. Poles: 72×2 M = 144 M Fp: 2×3 M = 6 M Total = 150 M , 200 Mm X 150 Mm M.V. Danger Notice Plates On Poles (Mv Danger Notice Plates) , Astrononical Time Switch Suitable For 3Output(1Output Per Phase) And Suitable For Three Phase Supply , Supply Of Ml 2 Ac Contactor Isi Mark Reputed Make. (As Per Direction By Engineer Incharge) , Supplying Of 3 Core 11 Kv Aluminium Cable Xlpe Armoured 35 Mm2 Ab (Ht) Cable (3X35+1X70 Mm²) Xlpe(11 Kv, 3C +Earth) Including Cost Of Clamp For Its Fixing Where Ever Required , Laying Of 35 Mm² Ab (Ht) Cable (3X35+1X70 Mm²) Xlpe(11 Kv, 3C + Earth) , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth Asdirected: All Kinds Of Soil : (Earthwork Excavation In All Kinds Of Soil For Cable Trench. Soil Portion = 506.25 × 70%) , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: Ordinary Rock (Earthwork Excavation In Ordinary Rock For Cable Trench. Rock Portion = 506.25 × 30%). , Supplying And Filling In Plinth With Fine Sand Under Floors Including, Watering, Ramming, Consolidating And Dressing Complete.(Providing & Laying Fine Sand Cushioning Below Cable 75 Mm Thick). 1500 × 0.45 × 0.075 , Refilling & Compaction Of Trenches With Excavated Earth. 506.25 − 50.625 , Divider / Footpath Restoration Restoration Area Length = 1500 M,Width = 0.60 M, Area = 900 Sqm: Earth Filling & Compaction For Divider Restoration. 900 × 0.20 , Divider / Footpath Restoration Restoration Area Length = 1500 M,Width = 0.60 M, Area = 900 Sqm: Granular Sub-Base Grade-I, 100 Mm Thick. 900 × 0.10 , Divider / Footpath Restoration Restoration Area Length = 1500 M,Width = 0.60 M, Area = 900 Sqm: Cement Concrete 1:2:4, 100 Mm Thick. 900 × 0.10 , Barricading & Traffic Safety Arrangements , Divider Cutting: Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. Reinforced Cement Concrete Divider Demolition (Per Pole) 1.50×0.75×0.60 =0.675M3 @42 Pole , Divider Cutting: 2 Scarifying Metalled (Water-Bound) Road Surface Including Disposal Of Rubbish Lead Upto 50M And Consolidation Of The Aggregate Received From Scarifying With Power Road Roller Of 8 To 10 Tonne Capacity. ️Bituminous Road Cutting (Per Pole) 1.50×1.50=2.25M Sq. @42Pole , Road Restoration: Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-Ii (Size Range 53 Mm To 0.075 Mm ) Having Cbr Value-25 , Road Restoration: Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Road Restoration: Providing And Laying Dense Graded Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 16.62.1 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @5% (Percentage By Weight Of Total Mix) And Lime Filler @ 2% (Percentage By Weight Of Aggregate) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Road Restoration: Providing And Laying Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction And Density As Per Specification, Complete And As Per Directions Of Engineer-In-Charge. 16.65.1 40/50 Mm Compacted Thickness With Bitumen Of Grade Vg-30 @ 5.5% (Percentage By Weight Of Total Mix) And Lime Filler @ 3% (Percentage By Weight Of Aggregate) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Laying Of Reinforced Cement Concrete Foundation For 9.0 Mtr. Long Octagonal Poles Including Proper Curing. 0.6Mx0.6Mx1.2M (Rcc With Concrete Ratio 1:1.5:3 With Minimum 8 Nos. Of 12 Mm Dia Longitudinal Ms Reinforcement Rods With Rings Of 8 Mm Dia Not More Than 200 Mm Cement Concrete For Fixing The Pole). , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground Including Excavation And Refilling The Trench Etc As Required, But Excluding Sand Cushioning And Protective Covering. Upto 35 Sq. Mm (Laying, Pulling, Dressing, Testing & Commissioning Of 2C × 16 Sqmm Al Armoured Cable In Trench / Dwc Pipe) , Earthing Of Octagonal Pole Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 3 Mtr Long Through Gi Strip (25X3)Mm Complete. 72 Poles + 2 Fp = 73).

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

Local Bodies No of Bidders 7

Jammu and Kashmir View Result →

36.

Defence #9864933 AOC

Contract Date: Mar 19, 2026 Contract Value : ₹ 26.29 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 4

Rajasthan View Result →

37.

Defence #9857154 Technical Bid

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

Statutory Bodies & Commissions/Committees No of Bidders 14

Uttarakhand View Result →

38.

Public Administrative Department #9848556 AOC

Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Government Office; Civil Work As Per Attached Scope Of Work; Service Provider-1. Sanitary Work 2. White Wash 3. Sewer Work 4. Demolition Of Latrine 5. Plumbing Work

Contract Date: Ref. Documents Contract Value : ₹ 3.99 Lakh

Government Departments No of Bidders 3

Uttar Pradesh View Result →

39.

Defence #9749554 AOC

Contract Date: Mar 05, 2026 Contract Value : ₹ 14.47 Crore

Statutory Bodies & Commissions/Committees No of Bidders 7

Rajasthan View Result →

40.

Defence #9749539 AOC

Contract Date: Mar 06, 2026 Contract Value : ₹ 29.09 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

Assam View Result →

41.

Defence #9749490 AOC

Contract Date: Mar 10, 2026 Contract Value : ₹ 13.15 Crore

Statutory Bodies & Commissions/Committees No of Bidders 9

Rajasthan View Result →

42.

Defence #9749482 AOC

Contract Date: Jan 17, 2026 Contract Value : ₹ 6.23 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Uttar Pradesh View Result →

43.

Defence #9699170 AOC

Contract Date: Feb 27, 2026 Contract Value : ₹ 1.00 Crore

Statutory Bodies & Commissions/Committees No of Bidders 3

Maharashtra View Result →

44.

Defence #9675950 AOC

Contract Date: Feb 25, 2026 Contract Value : ₹ 28.54 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 8

Jammu And Kashmir View Result →

45.

Defence #9663810 AOC

Contract Date: Feb 07, 2026 Contract Value : ₹ 27.03 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

Maharashtra View Result →

46.

Defence #9663762 AOC

Contract Date: Feb 24, 2026 Contract Value : ₹ 28.06 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

Gujarat View Result →

47.

Defence #9640111 AOC

Contract Date: Mar 30, 2026 Contract Value : ₹ 18.24 Crore

Statutory Bodies & Commissions/Committees No of Bidders 8

Jammu And Kashmir View Result →

48.

Defence #9638907 AOC

Contract Date: Feb 23, 2026 Contract Value : ₹ 45.14 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Maharashtra View Result →

49.

Defence #9629513 AOC

Contract Date: Feb 20, 2026 Contract Value : ₹ 44.11 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 8

Punjab View Result →

50.

Defence #9629512 AOC

Contract Date: Feb 20, 2026 Contract Value : ₹ 35.80 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 2

Punjab View Result →

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