View Bid Results For Mastic Tenders

We found 2253 Bid Results related to mastic tenders. You can find Contractor details who won mastic tenders along with contract details in Bid awards announcements section.

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Showing 1–46 of 2253 tenders matching your filters
Contract Date: Jul 03, 2026 Contract Value : 38.36 Lakh
Local Bodies No of Bidders 5
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 1
West Bengal View Result →
6.
Petroleum and Natural Gas #11418441 AOC
Tender For Various Works In View Of Compliance Of Mdt & M&I Checklist At Jaipur Bp-Part-A Shifting of 425 KG filling facility from cold repair shed to filling shed-Mechanical Work 2 Supply of 50 MM Pipe Seamless Sch 80 3 Supply of 50 MM WNRF Flange 300# 4 Fab & Erection with Primer/Painting of 50 MM Pipe Seamless Sch 80 5 Dismantling & Erection of 50 MM Ball Valve 300# after shifitng of 425 KG facility 6 Supply of Elbow 90 300# 50 NB Sch 80 7 Supply of 15NB Supply of GI Pipeline Heavy Grade for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 8 Fab & Erection with Primer/Painting of 15 NB/ ½ “ Pipeline for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 9 Supply of 40NB/1 ½ “ GI Pipeline Heavy Grade for sprinkler System Extension for 425 KG loading/unloading fingure 10 Supply of 25NB Supply of GI Pipeline Heavy Grade for sprinkler System and QB System Extension for 425 KG loading/unloading fingure 11 Supply of 25 MM 90 Degree Elbow 12 25NB Rigid Coupling Grooved 13 40NB Rigid Coupling Grooved 14 40x25NB CONCENTRIC REDUCER GROOVED 15 40x15NB (15 mm threaded outlet) U Bolt T 16 25x15NB (15 mm threaded outlet) U Bolt T 17 25 MM Equal Grooved Tee (Detector Line) 18 Fab & Erection with Primer/Painting of 40NB/ 1 ½ “ Pipeline for sprinkler System Extension for 425 KG loading/unloading fingure 19 Fab & Erection with Primer/Painting of 25NB/1 “ Pipeline for sprinkler System Extension for 425 KG loading/unloading fingure 20 Supply of QB 21 Supply of Sprinkler Nozzle 22 Supply & Erection of Structural Steel for providing support to QB and Sprinkler Line 23 Dismantling of 50 MM Pipe Seamless Sch 80 24 Supply of Metallic Gasket 50 MM Size 25 Supply of Copper Jumper for flange joint of 50 MM Pipe 26 Supply of 16 MM X 100 mm Stud Bolt 27 Part-B Shifting of 425 KG filling facility from cold repair shed to filling shed-Civil Work 28 RCC 1 Cement :1½ Coarse Sand: 3 29 Earth work in excavation i) All kinds of Soil 30 iii) Brick work in Cement mortar 1:4 ABOVE PLINTH& UP TO FLOOR V LEVEL 31 Providing and laying cement plaster onsurfaces iii) 15mm Cement plaster of mix 1:4 32 Supply of Steel reinforcement forR.C.C. including straightening,cutting,bending, placing in position andbinding all completeat all levels ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more 33 v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm 34 Demolishing cement concrete manually/by mechanical means i) 1:3:6 or richer mix 35 Demolishing R.C.C. work 36 Extra for cutting reinforcement bars 37 25 mm Mastic flooring in plant floor 38 Part-C Providing Purging Facility for 47.5 Kg cylinders 39 Installation of IOCL supplied Purging Unit 40 OEM Supervision Charges for Purging Machine installation 41 Supply of Seamless pipe 15 NB Sch 80 42 Fab & Erection with Primer/Painting of Seamless pipe 15 NB Sch 80 43 Part-D Providing Vent Line in LPG Pump House 44 Supply of Seamless pipe 25 NB Sch 80 45 Supply of Elboe 300# 90 deg 25 NB Sch 80 46 Supply of WNRF Flange 25 NB Sch 80 300# 47 Fab & Erection with Primer/Painting of Seamless pipe 25 NB Sch 80 48 Fab & Erection with Primer/Painting of Seamless pipe 15 NB Sch 80 49 Supply of Seamless pipe 15 NB Sch 80 50 Supply of Flange 15 NB Class 300 51 Supply of 90 D Elbow 15 NB Class 300 52 Supply of Gasket for 25 NB Flange Class 300 53 Supply of Gasket for 15 NB Flange Class 300 54 Supply of copper jumper 25 NB Flange 55 Supply of copper jumper 15 NB Flange 56 Supply fo Stud Bolt 14 MM with washer 57 Part-E Providing Vent Line for PAV in TLF and procurement of PAV 58 Supply of Seamless pipe 25 NB Sch 80 59 Supply of TEE 25 NB X 20 NB Sch 80 60 Supply of WNRF Flange 25 NB Sch 80 300# 61 Supply of Elboe 300# 90 deg 25 NB Sch 80 62 Supply of 25 NB Welded Socket Class 300 63 Fab & Erection with Primer/Painting of Seamless pipe 25 NB Sch 80 64 Supply of Blind Flange 25 NB Class 300 65 Supply of Gasket for 25 NB Flange Class 300 66 Supply of copper jumper 25 NB Flange 67 Supply fo Stud Bolt 16 MM with washer 68 Supply of 3/4 SS PAV/TSV 69 Part-F Procurement of LED lights for increasing illumination in critical area of plant 70 200 W LED NON FLP FLOOD LIGHT FOR HMT 71 60 W LED FLP LIGHT FOR SHED 72 Dismantling and shifting of 425 KG filling facility from Cold Repair Shed to Filling Shed 73 Visit of OEM for supervision and commissioning of 425 KG equipment’s after shifting at new location Please Enable Macros to View BoQ information
Contract Date: Jun 30, 2026 Contract Value : 25.88 Lakh
Boards / Undertakings / PSU No of Bidders 2
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
8.
Defence #11392753 Technical Bid
Tender for Excavation In Trenches Not Exc 1.50 M Wide And Not Exc 1.50 M Deep For Foundation Or For Shafts, Wells Cesspits,Man Holes Etc Not Exc 10 Sqm On Plan And N Exc 1.5M In Depth And Getting Out In Soft / Loose Soil Complete All As Specified And As Directed. , Returning Filling In Including Spreading, Levelling, Watering And Well Ramming In Layers N.Exc. 25Cm Thick Complete All As Specified And Directed. , Removing Excavated Soil To Distance Not Exc. 50 M And Depositing Where Directed At A Level Not Exc. 1.5 M Above The Starting Point Etc Complete All As Specified And As Directed. , Material And Labour For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation Complete All As Specified And Directed. , Excavating In Post Holes (Or Similar Holes) Each Not Exceeding 0.5 Cum, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm, Watering, And Removing Surplus Soil To A Distance N Exc 50M And Making Good Surfaces In Soft/Loose Soil Complete All As Specified And As Directed. , Material And Labour For Cement Concrete 1:2:4 Type B-0 ( Using 12.5Mm Graded Stone Aggregate ) As In Drain Channel, Copings, Flooring, Sub Base, Etc Complete All As Specified And Directed. , Material And Labour For Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate) In Foundations Filling And Mass Concrete Complete All As Specified And Directed. , Material And Labour For Plain Cement Concrete 1:3:6 Type C2 (Using 40Mm Graded Aggregate) In Foundations, Filling And Mass Concrete Complete All As Specified And As Directed. , Supply Only Water Proofing Compound. , Material And Labour For Brick Work With Sub Class B Old Size Built In Cm 1 : 4, Straight Or Curved On Plan Exc 6M Mean Radius On Plan Complete All As Specified And Directed. , Supply And Fix Steel Windows With Side Hung Shutters Glazed Shutter Including Both Side Openable (Out Side Glazed Window And Inside Fly Proof Window) Including Projecting Type Hinges With Steel Handle And Steel Peg Stay Complete With Glazing Bars And 12 Mm Square Bar Or Round Bar Of Approved Design Welded To Steel Window Frame Dovetailed Or Welded Complete All As Specified And Directed . , Supply And Fix Steel Ventilator With Top Hung Shutter Including Hinges, Steel Peg Stay, Complete All As Specified And Directed. , Supply And Fix Powder Coated Two Track Aluminium Sliding Window With Approved Make Of Following Extruded Section Of Anodised Glazed Shutter As Per Standard Engineering Practices Including All Other Accessories Complete Including 4.00 Mm Thick Tinted Glass Panes (Include Of 02 Nos Tinted Glass Window Shutter With Alu Frame With Frame ), Rubber Beading Window Shutter With Frame), , Locking System (Include Of 02 Nos Window Shutter) Etc. Complete All As Specified And As Directed. (Refer Jindal Cat M-2014 ) Aluminium Sections : A Series (I) Shutter Bottom & Top :- 37.50 X 15 X 1.3 Mm Thick (20690) (Ii) Shutter Interlock :- 37.50 X 23 X 1.3 Mm Thick (20689) (Iii) Shutter Side (Handle) :- 37.50 X 23 X 1.3 Mm Thick (20689) (Iv) Frame Bottom :- 75 X 26 X 1 Mm Thick (20671) (V) Frame Top And Sides :- 75 X 26 X 1 Mm Thick (20672) , Supply And Fix In Repairs 1.25Mm Thick Rolling Shutter Gear Opeated Type With Level Gear Box And Crank Handle As Specified Including Top Cuver, Anchoring Rod, Hasp And Staple And One Shop Coat Of Primer Erected In Postion As Indicated, Complete All As Specified And As Directed , Repair And Servicing Of Rolling Shutters Including Taking Down Shutters And Refixing In Same Opening Of Size Exc 5 Sqm N.Exc 10Sqm Complete Duly Greasing, Oiling, Welding As Required Complete All As Specified And Directed Notes: Ball Bearing, Saftey Lever Lock, Hood, Anchroing Rod And Any Other Accessories Reqd To Function The Shutter Inclusive In The Rate. Nothing Extra Shall Be Admission On This Account , Supply And Fix For Galvanised. 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Strain- Ing Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed (Each Line Wire To Be Measured). , Supply And Fix Ms Channel,Angle,Plate Or Tee Section Cut To Length Including Welding And Bending Angles As Necessary As Specified In Shape And Fabricated Fe-290 (Gde E-165) Complete All As Specified And As Directed. , Fixing Only Chain Link Fencing And Including Line Wire, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provision Binding Wire Complete All Specified And As Directed. , Supply Only Chain Link Ms Galvanized Fencing Of Mesh Size (75Mmx75mmx3.15Mm) Of Wire Conforming To Is 2721 And Complete All As Specified Complete All As Specified And As Directed. , Material And Labour For Round Bar 10Mm Dia & Over Conforming To Fe 290 (Gde-E-165) Cut To Length, Bent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Bindingwith The Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Cut To Length Bend To Shape Complete All As Specified And As Directed. , Supply And Fix For 11 To 15 Mm Dia Mild Steel, Screw Bold (Machine Made) With Hexagonal Or Square Head At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed Ends To Be Fitted With Washers And One Hexagonal Or Square Nuts N Exc 5Cm Long Complete All As Specified And As Directed. , Material And Labour For Machine Cut Kota Stone Slab Flooring 18-20 Mm Thick Over Cement Screed Base 20 Mm In Cm 1:6, Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete , Material And Labour For Machine Cut Kota Stone Slab 18-20 Mm Thick In Riser Of Steps, Skirting, Dado And Pillar Laid Over Cement Screed And Jointed With Including 10Mm Thick Rendering In Cm 1:4 Etc Set And Jointed In Neat Cement Slurry Complete All As Specified And As Directed. , Material And Labour For 80Mm Thick M-40 Grade Cement Concrete Coloured Interlocking Paver Block Any Shape And Size Conformining To Is 15658-2006 With Grey Cement And Pigment As Approved Complete All As Specified And Directed. , Material And Labour Heavy Duty Parking Tiles Of Size 300Mmx300mmx10 To 12 Mm Thick Of Approved Make Jointed In Neat Cement Slurry, Pointed In White Or Coloured Cement To Match Colour Of Tiles, Over And Including 20 Mm Thick Screed Bed In Cement Mortar 1:6 Complete All As Specified And As Directed. Complete All As Specified And As Directed. , Material And Labour For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate ) In Sub Base Flooring Etc Complete All As Specified And Directed. , Material And Labour For 25 Mm Thick Plain Cement Concrete (1:2:4) Type B0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Floor Finished Rough To Receive Tiles Complete All As Specified And As Directed. , Material And Labour For 75Mm Thick Plain Cement Concrete 1:3:6, Type C2 (Using 40Mm Graded Stone Aggregate) As In Plinth Protection, Etc Finished The Surface Even And Smooth Without Using Extra Cement Including Provision Of Joint Of Size 10 Mm Wide & 10 Mm Deep And Filling With Bitumen Mastic Joint Filling At Every 3M Length And At Corners Complete All As Specified And As Directed. , Material And Labour For 100Mm Thick Plain Cement Concrete 1:2:4 Type B1 (Using 20Mm Graded Stone Aggregate ) As.In Floor Finishing Even And Smooth With Out Using Extra Cement Provision Of Joint Of Size 10 Mm Wide & 10 Mm Deep And Filling With Bitumen Mastic Joint Filling At Every 3M Length And At Corners Complete All As Specified And As Directed , Material And Labour For 15 Mm Thick Rendering In Cement Mortar (1:4) Fair Faces Of Brick Wall Suerfaces, Finished Even And Smooth Without Using Extra Cement Complete. , Material And Labour For 10Mm Thick Rendering On Other Than Fair Faces Of Brick Wall In Cm 1:6 Finished Even And Smooth With Out Using Extra Cement Complete All As Specified And Directed. , Material And Labour For Rendering 15Mm Thick External In Cm 1:4 On Fair Faces Of Brick/Concrete Surfaces Finished Even And Smooth Without Using Exta Cement With Using Wpc @ 3% By The Wt Of Cement. Wpc Shall Be Measured And Paid Seperately. , Material And Labour For 5Mm Thick Rendering On Fair Faces Of Brick Or Concrete Surface In Cm 1:3 Finished Even And Smooth With Out Using Extra Cement Complete All As Specified And Directed. , Material And Labour For Preparation Of Newly Plastered Surface Of Wall And Applying Three Coats Of White Wash Complete All As Specified And Directed , Material And Labour For Preparation New Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gmaterial And Labouritre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparing Of Newly Plastered Ceiling Surface And Applying Three Coats Of White Wash Complete All As Specified And Directed. , Material And Labour For Preparation Of Old Plastered Surface Of Wall And A Coats Of White Wash Complete All As Specified And Directed , Material And Labour For Complete Removal Of Existing Treatment On Wall Surfaces By Scrapping, Washing & Rubbing Down Including Applying A Layer 1 Mm Wall Care (Putty) For Making The Surface Even & Smooth Etc Complete All As Specified. , Material And Labour For Preparation Old Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gmaterial And Labouritre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparing Of Newly Plastered Wall Surface And Applying Two Coats Of Cement Base Paint Over A Coat Of Primer Complete All As Specified And Directed. , Material And Labour For Preparation Of Old Painted Surface Of Steel And Iron By Brooming Down Or Steel Wire Brushing, Scrapping Down Smoke Soot, Moulds, Moss And Efflorescent Salt And Trading Oil And Greasy Spots Of Any Discription, Not Otherwise Described, Over 10Cm In Width Or Girth And Applying One Coat Of Synthetic Enamel Paint, White Or Tinted Complete All As Specified And Directed. , Material And Labour For Preparation Of New Or Previously Un-Treated Steel And Iron Surfaces Of Any Description, Over 10 Cm In Width Or Girth , Not Otherwise Described And Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Etc Complete All As Specified And As Directed , Demolition Of Stone Slabs And Tiles Laid Dry And Dry Or Pointed Of Any Description Or Thickness Infloors, Aprons Etc Complete All As Specified And As Directed. , Demolition Of Brick Work Built In Cement Mortar Including All Quoins, Arches, Pillar Including Coping Etc. Complete All As Specified And As Directed. , Taking Down Door Chowkhat With Shutter Area N-Exc 1.5 Sqm Each(Without Taking Off Shutters From The Frame) Complete All As Specified & Directed. , Demolation Of Cement Concrete (Unreinforced) In Ground Floors And Pavings N Exc 15 Cm Thickness (Below Or Above Ground Level) Complete All As Specified And As Directed. , Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided,Complete All As Specified And As Directed. , Taking Down Cement Plaster Of Any Description On Brick Or Stone Walls Etc Including Racking Out Joints Hacking For Key Scrubbing Down With Water Etc Complete All As Specified And Directed. , Dismantling Old Unserviceable Barbed Wire Fixed In Any Type Of Post Complete All As Specified And Directed
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 6
West Bengal View Result →
13.
Heavy Industries and Public Enterprises #11310233 AOC
Bids Are invited for Free G316 Mastic Epoxy Primer (Grey) Total Quantity : 5227
Contract Date: Ref. Documents Contract Value : 22.52 Lakh
Boards / Undertakings / PSU No of Bidders 4
Contract Date: Jun 15, 2026 Contract Value : 59.60 Lakh
Local Bodies No of Bidders 3
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 5
Contract Date: Jun 14, 2026 Contract Value : 16.52 Lakh
Local Bodies No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 5
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : 35.20 Lakh
Government Departments No of Bidders 2
Maharashtra View Result →
Contract Date: Jun 04, 2026 Contract Value : 98.90 Lakh
Local Bodies No of Bidders 2
Maharashtra View Result →
Contract Date: Jun 02, 2026 Contract Value : 48.14 Lakh
Local Bodies No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
25.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
West Bengal View Result →
28.
Heavy Industries and Public Enterprises #11202302 AOC
Bids Are Invited For Spares For Contact Water Cooling Tower At Melt Shop-Iv, Model No.: 475-201, Serial No.: 13-2-0120-1 Cs47-101-011251 1.1/2X8X11-11.3/8 Plank P8-4194-51 4 Nos 2 Cs47-101-011252 1.1/2X8X6-11 Plank 4-4281-8 4 Nos 3 Cs47-101-011253 1.15/16Nx2X8-0 Diagonal P8-4192-18 12 Nos 4 Cs47-101-011254 1X1.1/2X8-0 15 Nos 5 Cs47-101-011255 1X3X8-0 17 Nos 6 Cs47-101--00936 Mastic - Unimastic Grade-C 15 Kg 7 Cs47-101-011256 Ply 9Mmx11.15/16X45.1/4 14 Nos 8 Cs47-101-011257 Ply 9Mmx3.1/2X46.3/8 4-4281-20 24 Nos 9 Cs47-101-011258 Ply 9Mmx3.1/2X47.11/16 4-4281-22 24 Nos 10 Cs47-101-011259 Ply 12Mmx2.7/8X2.7/8 8-236-2 8 Nos 11 Cs47-101-011260 Ply 16Mmx13.0X48.0 0-2193-6 12 Nos 12 Cs47-101-01062 Ply 16Mmx48.0X79.3/4 4-4281-23 20 Nos 13 Cs47-101-00439 Splash Box Assy 0-3289-3 Timber 2 Nos 14 Cs47-101-00440 Splash Box Cover Assy 0-3289-4 2 Nos 15 Cs47-101-01049 Bolt Hex Hd M12X120 Ss304 40 Nos 16 Cs47-101-011261 Bolt Hex Hd M12X130 Ss304 50 Nos 17 Cs47-101-011262 Bolt Hex Hd M12X150 Ss304 60 Nos 18 Cs47-101-011263 Bolt Hex Hd M12X165 Ss304 60 Nos 19 Cs47-101-011264 Bolt Hex Hd M12X180 Ss304 60 Nos 20 Cs47-101-011265 Bolt Hex Hd M12X190 Ss304 20 Nos 21 Cs47-101-011266 Bolt Hex Hd M12X200 Ss304 20 Nos 22 Cs47-101-011267 Nail Sw 10Gax3.1/2 P90-1063-11S Ss304 3 Kg 23 Cs47-101-01057 Nail Sw 11Gax3.0 P90-1063-12S Ss304 3 Kg 24 Cs47-101-01058 Nail Sw 12Gax2.1/2 P90-1063-13S Ss304 2 Kg 25 Cs47-101-011268 Nail Sw 14Gax1.1/2 P90-1063-15S Ss304 1 Kg 26 Cs47-101-01055 Washer Sc M12 Ss304 700 Nos 27 Cs47-101-01056 Washer Sc M10 Ss304 130 Nos 28 Cs47-101-011269 Hex Nut M12-1.75 Is1364 Ss304 350 Nos 29 Cs47-101-011270 Hex Nut M10-1.5 Is1364 Ss304 60 Nos 30 Cs47-101-011271 Corner Roll 3X100X200 Lg8-0 Grp 8 Nos 31 Cs47-101-011272 Washer 3Id 20Od 3Thk Neop 32 Cs47-101-011273 Washer Sc M3 Ss304 100 Nos 33 Cs47-101-01058 Nail Sw 3.4/3.6Mmx65 P90-1063-4S Ss304 100 Nos 34 Cs47-101-011274 1.1/2X6X12-0 T N G 65 Nos 35 Cs47-101-011275 Louver Assy P8-4190-1 20 Nos 36 Cs47-101-011276 Louver Assy P8-4190-11 2 Nos 37 Cs47-101-011277 Louver Assy P8-4190-21 2 Nos 38 Cs47-101-011278 2X4X4-6 Girt 4-4281-29 4 Nos 39 Cs47-101-011279 2X4X8-0 15 Nos 40 Cs47-101-011280 1.1/2X4X10-0 Girt 5-4178-10A 2 Nos 41 Cs47-101-011281 1.1/2X4X10-5 Girt 5-4178-9 2 Nos 42 Cs47-101-011282 1.1/2X4X11-0 Girt 5-4178-11A 2 Nos 43 Cs47-101-011283 1.1/2X4X2-9 Girt 4-4281-39 8 Nos 44 Cs47-101-011284 1.1/2X4X5-0 Girt 4-4281-34 14 Nos 45 Cs47-101-011285 1.1/2X4X6-6.3/8 Girt 5-4178-10B 2 Nos 46 Cs47-101-011286 1.1/2X4X8-4 Girt 5-4178-11B 2 Nos 47 Cs47-101-011287 1.1/2X4X7-0 Girt P8-4194-15 24 Nos 48 Cs47-101-011288 1.1/8Nx4X1-6 Block 5-4611-6 25 Nos 49 Cs47-101-011289 3X3X5-0 Col Handrail 0-4437-6 6 Nos 50 Cs47-101-011290 3X3X6-1 Col Handrail 0-4437-26 4 Nos 51 Cs47-101-011291 3X4X4-6 Col Handrail 0-4437-25 15 Nos 52 Cs47-101-011292 Bolt Hex Hd M10X140 Ss304 15 Nos 53 Cs47-101-011293 Bolt Hex Hd M10X220 Ss304 15 Nos 54 Cs47-101-011294 1.1/2X4X11-0 Plank 21 Nos 55 Cs47-101-011295 2X10X2-7 25 Nos 56 Cs47-101-011296 2X4X3-5.1/8 Girt 0-4645-8 2 Nos 57 Cs47-101-011297 2X4X3-6 Plank 10 Nos 58 Cs47-101-011298 2X4X4-11.3/4 Girt 0-4645-6 2 Nos 59 Cs47-101-011299 2X4X4-11.3/4 Girt 0-4645-7 2 Nos 60 Cs47-101-011300 2X4X6-2 10 Nos 61 Cs47-101-011301 2X4X6-5.1/4 Girt 0-4645-16 2 Nos 62 Cs47-101-011302 2X6X3-5 Girt 0-4645-4 5 Nos 63 Cs47-101-011303 2X6X3-5.1/8 Girt 0-4645-3 3 Nos 64 Cs47-101-011304 2X8X10-0.1/8 Girt 0-4645-1 1 Nos 65 Cs47-101-011305 2X8X10-0.1/8 Girt 0-4645-2 1 Nos 66 Cs47-101-011306 2X8X14-8.11/16 Girt 0-4645-26 1 Nos 67 Cs47-101-011307 2X8X14-8.11/16 Strngr 0-4645-25 68 Cs47-101-011308 3X3X11-0 Col 0-4645-52 4 Nos 69 Cs47-101-011309 3X3X3-6.11/16 Post 0-4645-10 2 Nos 70 Cs47-101-011310 3X3X3-9.7/8 Post 0-4645-9 6 Nos 71 Cs47-101-011311 3X3X4-6.3/4 Col 5-4175-12 1 Nos 72 Cs47-101-011312 3X3X5-0.3/4 Col 5-4175-10 1 Nos 73 Cs47-101-011313 3X3X5-6.3/4 Col 5-4175-9 1 Nos 74 Cs47-101-011314 3X3X8-0 Col 0-4645-13 2 Nos 75 Cs47-101-011315 3X3X8-0.3/4 Col 5-4175-13 1 Nos 76 Cs47-101-011316 3X4X4-0 Col 0-4645-5 2 Nos 77 Cs47-101-011317 59Nx90Nx292 Seal Strip P90-3001-14 10 Nos 78 Cs47-101-011318 Bar Rod M10X889 Rht 38 Mm Be Ms Hdg 5 Nos 79 Cs47-101-011319 Sheet 3.15Mm 0-1169-1 Ms Hdg 6 Nos 80 Cs47-101-011320 Bolt Hex Hd M10X180 Ss304 29 Nos 81 Cs47-101-011321 Bolt Hex Hd M12X240 Ss304 2 Nos 82 Cs47-101-011322 Bolt Hex Hd M12X270 Ss304 4 Nos 83 Cs47-101-00419 S.T. Nozzle 68-3738-060 Pp 336 Nos 84 Cs47-101-011323 Ply 16Mmx10X47.7/8 89-3730-22 24 Nos 85 Cs47-101-011324 Ply 9Mmx11.7/8X47.7/8 12 Nos 86 Cs47-101-011325 Ply 9Mmx5.7/8X47.7/8 12 Nos 87 Cs47-101-011326 Ply 6Mmx4.0X96.0 6 Nos 88 Cs47-101-011327 Ply 25Mmx1.1/2X36.0 5-4178-26 36 Nos 89 Cs47-101-011328 Ply 25Mmx1.1/2X48.0 5-4178-25 36 Nos 90 Cs47-101-00679 Kit D/S 175 Ii Nbm Insert 8 Nos 91 Cs47-101-011329 Oil Seal P7-312-05 1 Nos 92 Cs47-101-011330 Fcv Assy 10In 55-31346-1 Ci 2 Nos 93 Cs47-101-011331 Gskt 70-1664-4 Rubber 1 Nos 94 Cs47-101-011332 Gskt 70-1664-6 Rubber 3 Nos 95 Cs47-101-011333 Bolt Hex Hd M22X 75 Ss304 25 Nos 96 Cs47-101-011334 Hex Nut M22-2.5 Is1364 Ss304 30 Nos 97 Cs47-101-011335 Coach Screw M 6 X 40 Ss304 58 Nos 98 Cs47-101-011336 Bolt Hex Hd M 6X 25 Ss304 With Nut And Double Washers 83 Nos 99 Sr80-001-00001 Dismantling, Erection & Supervision Charges For Partial Revamping Work Total Quantity : 3120
Contract Date: Ref. Documents Contract Value : 8.15 Lakh
Government Departments No of Bidders 1
Contract Date: May 30, 2026 Contract Value : 25.02 Lakh
Local Bodies No of Bidders 3
West Bengal View Result →
Contract Date: May 30, 2026 Contract Value : 37.70 Lakh
Local Bodies No of Bidders 3
West Bengal View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : 29.51 Lakh
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
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37.
Heavy Industries and Public Enterprises #11124516 AOC
Bids Are Invited For Insural Mastic 1000073859 Total Quantity : 850
Contract Date: Ref. Documents Contract Value : 6.20 Lakh
Boards / Undertakings / PSU No of Bidders 1
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 6
Maharashtra View Result →
40.
Defence #11117617 AOC
Tender For Provision Of Training Shed And Pt Shed At Varanasi; Design, fabrication, supply and erecting, Pre-engineered building steel structure/LGSF made from 345 Mpa high strength Hot rolled paletes and factory produced zincalume cold rolled light gauge steel zincalume frame (1 mm BMT)for provision oftraining and PT Sheds of size 72 metre x 18 metre x7.95 metre height from FFL to bottom of truss using 0.45 mm base metal thickness, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofingfixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and LGSF structure with brick work in CM 1:4 onas per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-(i) Frame type Pre-Engineered Building (ii) Size of training and PT shed as perarchitectural drawing (iii) LGSF structure with 1 mm to 2.5 mm thick(iv) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .(v) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.(vi)RCC work M-30 in footing, plinth beam & Stair case/steps as per approved mix design and as per IS:9103(vii)All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete.Note : (i) Design parameters of PEB structure is attached as appendix ‘A’ (ii) Following items mentioned under srl no 1.01 to1.13 here-in after shall also be included in lump sum rate quoted against Srl item No 1 of BOQ. 2 Site clearance/site developments 3 Anti termite treatment 4 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 5 Purlins and side girt membersshall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 6 Permanently colour coated high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 7 Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm.Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shallachieve mirror finish surface. 8 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as inplinth protection & Saucer drain. Plinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) 9 Stainless steelrailingwith SS hand rail pipes grade 304 as perarchitectural drawing shall be provided. 10 10 to12 mm thick ready mix plaster on internal surface and external surface of wall. 11 Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall. 12 Ramp provided same as per flooring specification 13 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 14 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 15 Design, fabrication, supply and erecting, Pre-engineered building steel structure/LGSF made from 345 Mpa high strength Hot rolled paletes and factory produced zincalume cold rolled light gauge steel zincalume frame (1 mm BMT)for provision oftraining and PT Sheds of size 36 metre x 12 metre x 7.95 metre heightfrom FFL to bottom of trussusing 0.45 mm base metal thickness, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofingfixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and LGSF structure with brick work in CM 1:4 onas per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-(i) Frame type Pre-Engineered Building (ii) Size of training and PT shed as perarchitectural drawing (iii) LGSF structure with 1 mm to 2.5 mm thick(iv) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .(v) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.(vi)RCC work M-30 in footing, plinth beam & Stair case/steps as per approved mix design and as per IS:9103(vii)All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete.Note : (i) Design parameters of PEB structure is attached as appendix ‘A’ (ii) Following items mentioned under srl no 2.01 to2.13 here-in after shall also be included in lump sum rate quoted against Srl item No 2 of BOQ. 16 Site clearance/site developments 17 Anti termite treatment 18 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 19 Purlins and side girt membersshall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 20 Permanently colour coated high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 21 Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm.Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shallachieve mirror finish surface. 22 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as inplinth protection & Saucer drain. Plinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) 23 Stainless steelrailingwith SS hand rail pipes grade 304 as perarchitectural drawing shall be provided. 24 10 to12 mm thick ready mix plaster on internal surface and external surface of wall. 25 Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall. 26 Ramp provided same as per flooring specification 27 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 28 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 29 INTERNAL ELECTRIFICATIONM&L for point wiring completeforOne light/Fan/Exhaust Fan/Bell point/ Bldg Security Light / Industrial wall mounting fancontrolled by one switch with PVC insulated and unsheathed FRLSH cable 1.5 Sqmm(nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of required colour complete, including suitable cover plate of any module including 1.5 Sqmm PVC, FRLSH cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :-(i) In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.(ii) Height of socket should be 1.2m above from FFL(iii) Conduit shall be fixed on surface of roof with necessary saddles where concealing of conduit is not feasible at no extra cost. 30 M&L for Point wiring completeforone 5 Pin 5 Amp switch Socket outlet point on an independent board, with PVC insualted and unsheathed FRLSH CABLE 1.5 Sqmm (nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall / roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of requied colour complete, including 1.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :-(i)In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.(ii) Height of socket should be 1.2m above from FFL 31 M&L forPoint wiring completefor power point controlled by oneswitch with PVC insualted and unsheathed FRLSH cable 2.5 Sqmm(nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof /wall/ floor slab and ceiling, suitable for modular switch with modular metal flush box with inner and outer cover plate & frame etc of requied colour complete, including 2.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :- In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.One circuit controlled by max one points only. 32 S&F Switch piano, flush type 5 Amps single pole, one way complete all as specified and directed. 33 S&F Socket outlet, flush type 2 in 1, 5 pin, 6 Amps, multi-purpose complete all as speci-fied and directed. 34 S&F Switch piano, flush type single pole, one way 16 Amps complete all as specified and directed. 35 S&F Socket outlet, flush type 2 in 1, 5 pin, 5 and 16 Amps, multipurpose complete all as specified and directed. 36 S&F ceiling rose two to three terminal, complete all as specified and directed. 37 S&F BLDC type air circular wall mounting fan 750mm Sweep, single phase 230 V AC, 1440 RPM, air delivery CMM, power consumption 250 watt, with string, 3 speed choice colour mate, 5 star rating & ISI marked alongwith complete accessories and connecting up the fan to ceiling rose incl PVC insulated 3 core 23/0.0076 copper cable & suitable size of flexible cord with plug top from ceiling rose to wall mounted fan arrangement on pillar / wall is deemed under quoted item rate, complete all as specified and directed 38 S & FLED wide beam optics High Bay Light 100 Wdaylight 150 lum/Wwith PDC housingsuitable for ceiling (surface/suspended) rated aluminium housing indoor type with all fixing arrangement, complete all as specified and directed. 39 S&F LED Building security light fitting 35 Watt with aluminum pressure die cast housing, high purity PC Fresnel diffuser with silicon gasket for IP-65 protection, power consumption <20 W (35W) & luminaire lumen >2500 lm and system efficiency > 120 lm/W, in built electronic driver prewired upto terminal block with driver efficiency >85% power factor >0.95 as light source with toughened glass including two core flexible copper wire of 1.5 sq mm from ceiling rose to the connector of fitting, connection wires not to be more than 2.5 in length and made out of GI tubing 35/40 mm dia /suitable dia light grade bend to shape security light fitting with necessary MS clamp 25 mm wide and 6 mm in thickness in suitable length not more than 30 CM and max length of pipe 1.5 Mtr long with one code of anti corrosive primer and two coats aluminum paint including nuts, bolts and washers, complete all as specified and directed. 40 S & F MCB DB vertical type 4-way VTPN sheet metal enclosures 415 V with 200 Amp fully insulatedstandard copper Bushbar for each phase & sourrounded with neutral Bars & two common neutral bar, two earth bar incl cable ties fo cable management suitable for housing MCCB/TPN 415 V as incommer IP-54 protection with metal doors all enclosed on standard steel sheet flush mounted type double door factory fabricated complete without MCB & MCCB but with enclosure blank plate, complete all as specified and directed. 41 Supply and fixing MCB DB single pole pole with neutral sheet metal enclosure double door type, 240 volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standardsteel sheet flush mounting type factory fabricated powder coated complete without MCB and with enclosure blank plates for unused way suitable for 12- way ISI marked, complete all as specified and directed. 42 Supply and fixing MCB DB single pole pole with neutral sheet metal enclosure double door type, 240 volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standardsteel sheet flush mounting type factory fabricated powder coated complete withoutMCB and with enclosure blank plates for unused way suitable for 8- way ISI marked, complete all as specified and directed. 43 S&F MCB SPN 32 Amps B series, 10 KA-240 Volts, AC ISI marked, complete all as specified and directed. 44 S&F MCB single pole 6 to 32 Amp rating C Series,10 KA240 Volts, AC50 Hz , ISI marked, complete all as specified and directed. 45 S&F MCCB 415 Volts AC, with 100 amp rated bus bar of suitable size plate and common neutral link all enclosed in standard steel sheet flush mounting type factory fabricated ,powder coated complete with out MCCBand with enclosure blank plates for unused way suitable for 4 way, complete all as specified and directed. 46 M&L for submain wiring with two single core 4 sqmm copper conductor FRLSH, PVC insulated, multistranded, unsheathed cable ISI marked drawn in PVC conduit not less than 25 mm dia medium grade ISI marked concealed in wallsurface / ceiling for sub main connection including 6 sqmm PVC insulated multistranded unsheathed copper conductor used as earth wire to cdommon earth and connection to earth dolly, complete all as specified and directed.Note:- Two single core 6 sqmm copper conductor for phase / neutral, one run PVC conduit and one run of 6 sqmm earth wire shall be considered & measured as one unit. 47 M&L Earthing complete with galvanised mild steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground to a depth not less than 2.25 mtr deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate using GI earth wire 4 mm dia as earth electrode connected to bolts, nuts, check nuts and washers of GI or steel etc at one end and connected to equipment at another end.GI earth wire encased in and including 15 mm dia GI light grade pipe from upper end of earth plate upto equipment 20 dia bore GI pipe light grade as water pipe from earth chamber to upper edge of earth plate, test point, GI funnel with wire mesh fixed on water pipe PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in pit chamber and RCC pit cover slab of 50 mm thick precast RCC (1:1.5:3) type A-1 duly reinforced with MS TMT bars 8 mm dia @ 150 mm c/c both ways with 10 mm dia MS round baras in lifting handles, excavation earth work including laying the GI pipe concealed in floor/wall all as described in electric plate no 3 of SSR part I complete all as specified and directed and testing on completion. Note:- (i) If the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department.(ii) Earthing wire beyond 7.5m shall be measured and paid separately. 48 B&R WorkM & L One closed side panel of ACP Sheet with framed Mild steel structure at one side of shed with the raised platform arrangement of size12m x 6m of brick work and Tile/marble flooring for Yoga / PT Shed, complete all as specified and directed. 49 M & L for Design, fabrication ,supply & erection of pre-engineered steel building incl civil works inside shed for One store Room of dimension 5 m x 5 m, complete all as specified and directed. 50 Material and Labour for 08 nos Rope Gallows made up of framed mild steel structure fixed to walls/floors with sliding arrangement which can be slided to one side when not in use with 5 ropes to be hung from each rope gallows including painting with primer, complete all as specified and directed. 51 Material and Labour for 04 nos beam bars made up of framed mild steel structure fixed to walls/ floors to be placed at one side of edge including painting with primer, complete all as specified and directed. 52 Material and Labour for 20 nos chin up bars made up of framed mild steel structure fixed to walls/ floors at 2.4m height fixed at one side of edge of shed including painting with primer, complete all as specified and directed. 53 Supply and fixing MS grill bars all around the shed, complete all as specified and directed. 54 EXTERNAL ELECTRIC SUPPLYSupply,installation and testing of factory made,CPRI Approved cubical outdoor (Kiosk) type feeder pillar box 415 volt, 4 wire, AC 50 Hz, made out of 3.15 mm thick CRCA sheet ,weatherand vermin proof powder coating finish bothside(interior & exterior) for outdoor mounting withhaving degree of protection as per IP-56 complete factory lock two earth terminal suitable cable gland for all incoming and outgoing and removable neutral link,Both Side openable double door Indicating light LED type RYB - 01 Set,Ammeter-01, Voltmeter-01, connecting strip/solid conductor brought out to cable chamber brass/copper nut, bolts/washer etc including grouting of feeder pillar box 60 cm above ground level including suitable size angle iron stand made up of65 x 65 x 6 mm welded on all the four corner embedded in PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) upto 30 cm includingexcavation and earth work complete with following asseccories:-(a) copper insulatd busbar high conductivity 400 Amp rated 4 phase including neutral bus bar complete - 01 No.Incoming :-(b) MCCB4 -pole 160 Amp make-L & T,415 Volt,breaking capacity 36 KA,50 HZ with thermal magnetic release - 01 No.Outgoing :-(c)MCCB 4 - pole 125 Ampsbreaking capacity 25 KA, 50 HZ- 02 Nos. (d)MCCB 4 - pole 63 Ampsbreaking capacity 25 KA, 50 HZ- 01 No. 55 M&L for bus bar box of sheet metal 3 mm thick powder coated, having 4 Nos. aluminium bus bar of rating 200 Amp mounted on insulator including 01 No. of MCCB 4 pole 63 Amp 415 volts with thermal magnetic release as incomer, breaking capacity 25 KA inside the box and suitable fixing arrengement like flat iron clamp of size 25x3mm with hinged cover & locking arrangementincluding grouting of feeder piller box 60 cm above ground level by providing 90 cm long angle iron of size 40 X 40 X 6 mm welded on all the four corner embedded in PCC 1:2:4 using 20 mm graded stone aggregate complete duly painted with two coat of synthetic enameled paint over a coat of red oxide primer fixed in repair outdoor type duly fitted oncomplete all as directed by Engineer-in-charge. 56 Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPEcable of size 16 sqmmto 35 sqmminsulated armoured aluminium cable complete all as specified and directed. 57 Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPEcable of size 50 sqmmto 95 sqmminsulated armoured aluminium cable complete all as specified and directed. 58 Supplying ,laying, commissioning & testing 70 Sq.mm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 59 Supplying ,laying, commissioning & testing 50 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including takingout old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 60 Supplying ,laying, commissioning & testing 35 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cable,complete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 61 Supplying ,laying, commissioning & testing 25 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 62 Excavation in trenches, n. exc. 1.5 m wide and n. exc. 1.5 m in depth;for laying of cable, foundation, etc, or for shafts, wells, cesspits, manholes, etc. n. exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil,complete all as specified & directed. 63 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm,complete all as specified & directed. 64 Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point,complete all as specified & directed. 65 M&L sand filling under floors or in foundations including watering and consolidation,complete all as specified & directed.Note :- Punned thickness shall be measured and paid. 66 Supplying & laying reinforced precast concrete cable cover, class EHV, type 1 with peak, size 450mm x 230mm x 50mm (Note: cable cover shall be laid perpendicular to the axis of cable). 67 M&L for earthing complete with galvanised steel earth plate 600 x 600 x 6.3mm burried directly in ground (Earth pit not less than 2.25 m deep) with top edge of the plate not less than 1.5 m below ground level connected to GI strip of size 32 x 6 mm by means of nuts, bolts & washers,earth wire protected by GI pipe 50 mm dia ‘light grade’ ISI marked including charcoal dust, common salt, excavation & earth work, PCC Pit with 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate),40 mm thick precast RCC cover in 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with 8 mm dia TMT bars @ 75 mm c/c both ways with MS handles 12 mm dia, PGI funnel & GI watering pipe ‘light grade’ ISI marked, 20 mm bore all as shown in Electrical plate No. 03 of MES Schedule Part-1 (2009) complete. 68 M&L GI pipes/tubes 80 mm bore,light gradeincluding necessary GI Fitting i.e. GI bends with socket ,reducer socket laid in trenches fixed on pole fixed on walls UG Road/floor for cable protection complete,complete all as specified & directed. . 69 M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required of size 25x4mm galvanised iron strip,complete all as specified & directed. 70 Chain Link FencingExcavation in post holes (or similar holes) in soft/ loose soil each n exc 0.5 Cum filling in and ramming earth or broken rubble mixed with earth around, complete all speecified and as directed. 71 PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified and directed. 72 Supply and Fixing Mild steel work Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed. 73 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire. 74 Supply chain link MS fencing galvanised mild steel wires 4mm diameter mesh size not less than 75mm x 75mm etc complete all as as specified and directed.
Contract Date: May 20, 2026 Contract Value : 5.24 Crore
Statutory Bodies & Commissions/Committees No of Bidders 4
Uttar Pradesh View Result →
42.
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Contract Date: May 22, 2026 Contract Value : 5.03 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
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Uttar Pradesh View Result →
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Maharashtra View Result →
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Maharashtra View Result →
Contract Date: May 21, 2026 Contract Value : 19.97 Lakh
Local Bodies No of Bidders 2
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