View Bid Results For Transportation Of Pol Tenders

We found 289 Bid Results related to transportation of pol tenders. You can find Contractor details who won transportation of pol tenders along with contract details in Bid awards announcements section.

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Showing 1–6 of 289 tenders matching your filters
1.
Housing Urban and Rular Development #11333527 Technical Bid
Tender For Rate Contract For Tentage Work Like Safe House, Dome, Stage Etc. Construction Including Barricating And Miscellaneous Works And Electric Work While Vip Visits Under Pwd Division Dungarpur Distt Dungarpur= 1 Hire Charges Includes Transporatation At Site Within Division Boundary, Loading, Unloading, Placing And Removing Complete. For Any Place With In Division Boundary. Hire Charges For 3 Days.Chairs : Pvc Chair 2 Plastic Cane Chair Of Aluminium Pipe With Arms. Steel Pipe Pedded Chair 3 Tables :Tables : Wooden Table 6 X 3 (Babool). 4 Tables : Centre Table Glass Top 2X4 5 Floor Covering :Cotton Durry (Old). 6 Cotton Durry (New). 7 Non Woven Synthtic Carpet (Red/Green) (New) 8 Woolen Carpet (New). 9 White Cotton Chader (Sheet) (Washed) 10 Pipe Pandal With Covering Ht From To 12 To 18 Ft 11 Curtain Cloth (View Cutter ) Made Out Of Steel Pipe Frame Covering With Good Quality White Cloth To Cut View Including Making Holes And Made Necessary Strengthening Support Against Wind Pressure Complete . 12 Kanat Fixed With Tent. (15X6) 13 Kanat Fixed Without Tent. (15X6) 14 5Mm Galvanised Iron (G.I) Pipe 6 Mtr. Long With New Silk Flag. 15 Water Proof Tripal. 16 Wooden Stage Height 60Cm.With Steps Complete 17 Wooden Stage Height 120 To 180 Cm.With Steps Made Of 50 Mm Dia Iron Pipe Frame With Adjustable Height System And Having Smooth Top Wooden Board Complete . 18 Cotton Mattress With White Sheet (Chader). 19 Dunlop Mattress With White Chadar Size 6X3. 20 Massand With White Cover. 21 Speech Stand Having Sunmica Top. 22 White Cotton Cloth Cover For Padded Chair Inculding Ribbon 23 Barricading With Sal Ballies As Per Design Including Tying With Vertical Post By Coconut Strings Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 24 Barricading With M.S. Pipe As Per Design Including Tying With Vertical Post Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 25 Making Of Holes In Cement Concrete/ Bitumenous Road By Power Driven Hammer For Barricating Work As Per Direction Of Engineer In Charge 26 Hire Charges For Folded Type Two Seater Sofa Set (Cum Bed) With Good Quality White Cloth Cover 27 Vip Chair With Cushion 28 Add Extra For Hire Charge For Providing Welded Mesh Size 25X25 Mm (16Swg) Over Barricating (Excluding Hire Charge Of Barricating) 29 Water Proof Tent With Pipe Pandal Supported With Bamboo/Balli /Ms Pipe Frame. 30 Water Proofing Canopy With Ornamental Frill, Inner Ceiling & Curtains Above Size 20X20 31 Three Seater 32 Chemical Toilet With House Keeping Arrangement And Providing Liquid Soap, Tissues, Comb, Freshener Etc. 33 Water Proof Dome With Truss Steel Strcture, Inner Ceiling & Curtains 90 Span 34 Aluminium German Hanger Tent Roof Made Up Of Waterproof, Fire Resistant Synthetic Rubber Fabric Of 885 Gsm. 35 Hire Charges For Led Flood Light Luminaire ( White Or Warm White As Required )For 90- 150 Watt With The Standard Housing ,Pole & Mounting Accessories With Wiring, Connection With Skilled Operator To Operate System Etc. As And When Required. With Suitable Pole For 1St Day 36 For 2Nd / 3Rd Day 37 Without Suitable Polefor 1St Day 38 For 2Nd / 3Rd Day 39 Hire Charges For Led Screen Day Light Type (P3.9) Of Suitable Size For Display Complete With Mounting Arrangement/Scaffolding, Masking Of Mounting Stand, Signal Booster, Network Switch /Splitter, Data And Power Cables And Sound System Arrangement Etc. With Skilled Operator To Operate System Etc. As And When Required. For 1St Day 40 For 2Nd / 3Rd Day 41 Hire Charges For Hd Video Camera Suitable For Sdi/Hdmi Output, Recording In Dvd/Hard Disk Fuction Complete With Two Operator As And When Etc As Required. For 1St Day 42 For 2Nd / 3Rd Day 43 Hire Charges For Video Projection Arrangement (Excluding Screens) With 3 Nos. Video Camera (Pwm 120 Sony Nx 5Z7/Equivalent) Including Mixer (Pansonix Mx70/Data Video Mx500/ Equivalent) Complete With Required Hdmi/Sdi Etc. Wiring Vtr, Switchers, With Skilled Operator To Operate System Etc As And When Required. For 1St Day 44 For 2Nd / 3Rd Day 45 Hire Charges Of Crane With Operators For Video Camera For 360° Movement Complete Arrangement With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 46 For 2Nd / 3Rd Day 47 Hire Charges For 42\ Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc. With Skilled Operator To Operate System Etc As And When Required. For 1St Day 48 For 2Nd / 3Rd Day 49 Hire Charges For 50/52\/Higher Sizes Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc.With Skilled Operator To Operate System Etc As And When Required. For 1St Day 50 For 2Nd / 3Rd Day 51 Hire Charges For Equipments Required For Public Address & Sound System For A Very Important Public Function/ Vvip Visits Including Transportation,T&P,Scafolding, Testing And Connections With Trial Etc. With Skilled Operator To Operate System Etc As And When Required. 15 Inch 3 Way Line Array Speaker Adamson E15/L Acoustics -K1/D&B Gsl Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 52 For 2Nd / 3Rd Day 53 12 Inch 3 Way Line Array Speaker Adamson E12/L Acoustics -K2/D&B Gsl/Jbl A-12 Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 54 For 2Nd / 3Rd Day 55 Pentium -Iv Laptop With Hdmi Cable & Stereo Sound Output Make-Hp/Dell/Lenovo Or Equivalent As Approved By Engineer In Charge.For 1St Day 56 For 2Nd / 3Rd Day 57 Cross Overs For The Speakers Distributions Make- Dbx Or Equivalent As Approved By Engineer In Charge.For 1St Day 58 For 2Nd / 3Rd Day 59 Amplifier Suitable For The Installed Speakers/Sound System As Required.For 1St Day 60 For 2Nd / 3Rd Day 61 Suspension Kits With Suitable Stand For The 3-Way Speakers As Required.For 1St Day 62 For 2Nd / 3Rd Day 63 Required Necessary Snake Cables,Audio Connection Cables, Speakers Cables,Electrical Wiring, Boards, Connector Etc For Speakers/Horns Etc. As Required For 1St Day 64 For 2Nd / 3Rd Day 65 Top Speakers Jbl/Rcf Or Equivalent. As Approved By Engineer In Charge.For 1St Day 66 For 2Nd / 3Rd Day 67 Monitor Speakers Jbl/Rcf Or Equivalent. (For Stage) As Approved By Engineer In Charge.For 1St Day 68 For 2Nd / 3Rd Day 69 Cordless Mike Hi -End(For Vvip Visit)With Antenna Combiner Etc.Make:-Shure .Ad4D/Sennheiser 6000 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge..For 1St Day 70 For 2Nd / 3Rd Day 71 Digital Mixer (128+48) Digico Sd10/Avid S6L 24C/Dlive 7000 Or Equivalent..Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 72 For 2Nd / 3Rd Day 73 Channel Mixer Digital (32+16) Midas M32/Sq7/ Sound Craft S1 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 74 For 2Nd / 3Rd Day 75 Effect Processors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 76 For 2Nd / 3Rd Day 77 Compressors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 78 For 2Nd / 3Rd Day 79 Amplifiers 700 Watt Rms At 100 Ohm.For Horns Make:-Ahuja/Qsc Or Equivalent As Approved By Engineer In Charge.For 1St Day 80 For 2Nd / 3Rd Day 81 Mikes With Big Stand. Make:-Shure/Akg/Sennheiser Or Equivalent As Approved By Engineer In Charge.For 1St Day 82 For 2Nd / 3Rd Day 83 32 Band Equalizer. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 84 For 2Nd / 3Rd Day 85 Snake Cable/Audio Cable/ Bnc Cable /Cat 6 Cable (100 Mtr) Including Accessories, Connection, Testing Etc. As Required.For 2Nd / 3Rd Day 86 For 2Nd / 3Rd Day 87 Hire Charges For Light Point Complete With Lamp,Holder,Wiring In Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 88 For 2Nd / 3Rd Day 89 Hire Charges For Power/Light Plug On Board Including Wiring In Pvc Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 90 For 2Nd / 3Rd Day 91 Hire Charges For Led Tube Light Fixture With 18/20 Watt With Skilled Operator To Operate System As And When Etc As Required.For 1St Day 92 For 2Nd / 3Rd Day 93 Hire Charges For Silent Type D.G. Set, Including Change Over Switch. Control Panel, 2 No. Pipe Earthing Etc. And Excluding Pol With Skilled Operator To Operate System As And When Etc As Required. Of Following Capacity:62.5 Kva 94 From 2Nd Day Onwards 95 125 Kvafor 1St Day 96 From 2Nd Day Onwards 97 Hire Charges Of Main Service Line For 3 Phase Connection Upto 50 Mtr. Length (Without Any Joint) Including Meter Board, Panel/Distribution Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Upto 25.0 Sq.Mm Size Pvc Insulated And Sheathed Cable( Aluminium Armoured Or Un-Armoured As Required.) For 1St Week 98 For 2Nd / 3Rd Day 99 Above 25.0 Sq.Mm & Upto 95 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 100 For 2Nd / 3Rd Day 101 Above95.0 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 102 For 2Nd / 3Rd Day 103 Supply And Filling Of Pol For Dg Sets 104 Hire Charges Of Sub Service Line For Single/ Three Phase Connection Upto 30 Mtr. Length Including Dist. Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Single Phase Upto 6 Sqmm Pvc Insulated And Sheathed Aluminium Cablefor 1St Week 105 For 2Nd / 3Rd Day 106 Three Phase & Neutral Upto 10 Sqmmpvc Insulated And Sheathed Aluminium Cablefor 1St Week 107 For 2Nd / 3Rd Day 108 Hire Charges For Jumbo Polycarbonate/Fiber Body Moveable Desert Cooler Complete With Water Filling And Operator With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 109 For 2Nd / 3Rd Day 110 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 3.0 /4.0 Tr Tower Type Split Acfor 1St Day 111 2Nd Day Onwards 112 Hire Charges Of 1 Kva Online Ups With Battery (Backup Of 1 Hour At Full Load) With Wiring,Connection With Skilled Operator To Operate System As And When Required.. For 1St Day 113 For 2Nd / 3Rd Day 114 Hire Charges Of Public Address System For A Important Public Function With 5/ 6 No. Of Microphones With Following Nos Of Stand Hi Fi Box, Speakers/ Horns, Stand By Amplifiers , Battery Backup Complete Including Transportation Etc. With Skilled Operator To Operate System As And When Etc As Required. : 4 Nos 3 Way Big Box Speakers And Upto 20 Horn(5000 Audiences)For 1St Day 115 For 2Nd / 3Rd Day 116 Pipe Earthing As Per Is:3043- 1987 With 3.0 Mtr. Long, 40 Mm Dia. B Class G.I. Pipe Is: 1239 (Part-1) 2004, Equivalent To Bs : 1387 With Perforated Holes Of 12 Mm Dia ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, Heavy Duty Weather Proof Poly-Propylene Earth Inspection Chamber As Per Requirement Of Is/Iec 62305 And Tested As Per Iec 62561-5 With Lockable Jam Free Lid Suitable For Safe Working Load 60 Kn Of Round / Square Size 250 Mm, And Height 250 To 300 Mm And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required. 117 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 8.5 Tr Ductable Type Split Acfor 1St Day
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
2.
Drinking Water Supply and Sanitation #11313965 Price Bid
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
4.
Drinking Water Supply and Sanitation #11202617 Technical Bid
Tender for Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generatorr Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending On The Logging Result.. , Providing And Fixing M.S. Base Plate Of Thickness 10 Mm And Weight Up To 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab. , Drilling Of 250Mm Dia Of Bore Through Bokky Type Instrument Complete In All Respect Including Charges For Shifting Of Infrastructures As Per Is Code 12818:1992. (From 101 To 200 M Bgl) , Hsr Itmes
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
5.
Drinking Water Supply and Sanitation #11202616 Technical Bid
Tender for Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Cast Iron (C.I.) D Plate Of Size 300Mm Dia X 10Mm Thickness Having Weight 7 Kg To Cover The Top Of Borehole Fastened With Nut And Bolts And Clamp Placed On Its Top For Holding The Pump Set And Gi Pipes Lowered In The Tubewell Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Labour For Making Filter On 219.10 Mm Dia Erw M.S. Pipe (Isi Marked) With Slot Length 62.50Mm And Slot Width 0.5Mm To 0.75Mm Around The Pipe By Gas Cutter Or Any Suitable Mechanism Including Cost Of All Consumable Items Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Reinforced Cement Concrete Ring And Cover Of Suitable Dia. To Avoid Intrusion Of Surface Runoff Of Rainfall Inside The Borehole, Including All Fixtures, Complete In All Respects.. , Providing And Fixing Of 2 I/D Nipple Made Out Of G.I. Pipe Class B And Welded With Flange Having Holes For Fasting With Pipe And Threaded At Other End With 8 Threads In One Inch (25Mm) Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of Odex Casing Shoe Of Proper Size And Isi Make Complete In All Respect. , Providing And Fixing / Lowering 7 (180 Mm) Dia M. S Pipe Of Thickness 6.4Mm Of 6 Meter Long Marked Is 4270 As Required For Covering Loose Formation Of Soil During Drilling Process Including Enlarging The Existing Drilling Size At Any Depth To Cover The Loose Formation Of Bore Complete In All Respect , Drilling Of 300 Mm Dia Bore By Dth For Drilling According To Isi Specification No. 2800-1991 (Part-1) As Amended Upto Date And Modified To Extent Of The Specification Attached With This Schedule Of Items Of Work In All Kinds Of Soils 190Mm Dia Bore By Dth In Hard Rocky Strata Including The Cost Of All Consumable Store, Fuel, Oil, Soil Stabilizing Material And Transportation Of Rig And Other Accessories To The Site Of Proposed Bore And Back Complete In The Satisfaction Of The Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending On The Logging Result. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Providing And Fixing Of G.I Clamp 50Mm Wide And 10Mm Thick Suitable For Holding To 50Mm G.I Pipe Class B And Pumping Machinery Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing Of 2 I/D Delivery Pipe Class B Isi Marked Of Approved Make Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Hsr Itmes
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
6.
Drinking Water Supply and Sanitation #11187922 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Jun 12, 2026 Contract Value : 47.49 Lakh
Government Departments No of Bidders 3
7.
Drinking Water Supply and Sanitation #11187918 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Jun 12, 2026 Contract Value : 45.73 Lakh
Government Departments No of Bidders 5
8.
Drinking Water Supply and Sanitation #11181504 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Ow
Contract Date: May 27, 2026 Contract Value : 7.24 Lakh
Government Departments No of Bidders 2
9.
Housing Urban and Rular Development #11170747 Technical Bid
Tender for Hiring Of 5 Nos. 60 Hp Sewage Submersible Pumps Suitable For Operation On 3-Phase, 50 Hz Ac Power Supply, Including Installation At Site At Depths Up To 5 Metres, Complete With Motor, Starter, And Capable Of Passing Solids Of Minimum 100 Mm Size, Along With All Required Accessories Such As Power Cabling, Control Panels, Connections, Interconnections, Etc., Including Complete Installation, Testing, Commissioning And Maintenance As Required, And Execution Of The Work In Accordance With The Directions Of The Engineer-In-Charge. , Hiring Of 250 Kva Dg Set Without Diesel, But Including All Other Consumables Such As Lubricants, Grease, Mobil Oil, Etc., Complete With Making All Necessary Connections And Interconnections, And Including Installation, Testing, Commissioning And Maintenance As Required, All In Accordance With The Directions Of The Engineer-In-Charge. , Hiring Of 150 Kva Dg Set Without Diesel, But Including All Other Consumables Such As Lubricants, Grease, Mobil Oil, Etc., Complete With Making All Necessary Connections And Interconnections, And Including Installation, Testing, Commissioning And Maintenance As Required, All In Accordance With The Directions Of The Engineer-In-Charge. , Operation Of Three (03) Sewage Submersible Pump Sets By Deployment Of Required Manpower, Including Supply And Handling Of Pol (Diesel) For Operation Of Dg Sets. The Scope Includes Cartage, Safe Storage, And Filling Of Diesel In Tanks, As Well As All Associated Activities Necessary For Smooth And Continuous Operation, Complete In All Respects, As Per Site Requirements And Directions Of The Engineer-In-Charge. , Operation Of Two (02) Sewage Submersible Pump Sets By Deployment Of Required Manpower, Including Supply And Handling Of Pol (Diesel) For Operation Of Dg Sets. The Scope Includes Cartage, Safe Storage, And Filling Of Diesel In Tanks, As Well As All Associated Activities Necessary For Smooth And Continuous Operation, Complete In All Respects, As Per Site Requirements And Directions Of The Engineer-In-Charge. , Providing Mild Steel (Ms) Pipes Up To 400 M Length, Fabricated/Manufactured From Ms Plates Of Steel Grade Fe-410 Conforming To Is 3589:2001 (With Latest Amendments), Or From Hr Coils Of Equivalent Grade, On Hiring Basis. The Pipes Shall Be Coated With One Coat Of Approved Primer And Finished With Anti-Corrosive Bituminous Paint, Including Proper Surface Preparation, Complete In All Respects, As Per Relevant Is Specifications And As Directed By The Engineer-In-Charge. Note: The Pipes Are To Supplied On Hiring Basis. A) 300Mm Internal Nominal Dia., 6Mm Thick. , Providing Mild Steel (Ms) Pipes Up To 1900 M Length, Fabricated/Manufactured From Ms Plates Of Steel Grade Fe-410 Conforming To Is 3589:2001 (With Latest Amendments), Or From Hr Coils Of Equivalent Grade, On Hiring Basis. The Pipes Shall Be Coated With One Coat Of Approved Primer And Finished With Anti-Corrosive Bituminous Paint, Including Proper Surface Preparation, Complete In All Respects, As Per Relevant Is Specifications And As Directed By The Engineer-In-Charge. Note: The Pipes Are To Supplied On Hiring Basis. A) 500Mm Internal Nominal Dia., 6Mm Thick. , Laying And Jointing Of Mild Steel (Ms) Pipes Of 300 Mm Diameter For Lengths Up To 400 M, In The Required Alignment, Levels, And Slope, Including All Necessary Fittings And Fixtures Such As Tees, Bends, Reducers, Air Valves, Reflux (Non-Return) Valves, And Other Appurtenances. The Scope Includes Making Connections At The Outfall Point, Testing, And Ensuring Proper Functioning Of The Pipeline System. The Item Also Includes Dismantling And Removal Of The Ms Pipeline After Completion Of The Work, Including Handling And Stacking, Complete In All Respects, As Per Site Requirements And Directions Of The Engineer-In-Charge. , Laying And Jointing Of Mild Steel (Ms) Pipes Of 500 Mm Diameter For Lengths Up To 1900 M, In The Required Alignment, Levels, And Slope, Including All Necessary Fittings And Fixtures Such As Tees, Bends, Reducers, Air Valves, Reflux (Non-Return) Valves, And Other Appurtenances. The Scope Includes Making Connections At The Outfall Point, Testing, And Ensuring Proper Functioning Of The Pipeline System. The Item Also Includes Dismantling And Removal Of The Ms Pipeline After Completion Of The Work, Including Handling And Stacking, Complete In All Respects, As Per Site Requirements And Directions Of The Engineer-In-Charge. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. A) Nominal Concrete 1:3:6 Or Richer Mix (Including Equivalent Design Mix) , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. A) Nominal Concrete 1:4:8 Or Leaner Mix (Including Equivalent Design Mix) , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Up To A Lead Of 1 Kilometre, As Per Direction Of Engineer-In-Charge , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And For All Lift, As Directed By Engineer-In-Charge. All Kinds Of Soil , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. , Supplying Cement Bags Filled With Jamuna Sand, Including Filling, Proper Stitching Of Bag Mouths, Handling, Transportation, Stacking, And Placing In Position At Site, Complete In All Respects, As Per Site Requirements And Directions Of The Engineer-In-Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:1%:3 (1 Cement: 1% Coarse Sand (Zone-Lll) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Total = Rs.1,67,03,644.05 , Gst Correction Factor @0.973 = Rs.1.62.52.645.66 , Add Cost Index @ 4.99 = Rs.6,54,981.62 , Note:- The Total Duration Of The Work Shall Be 150 Days, Which Includes 30 Days For Setting Up The Pumping Stations, Installation Of Pipeline Arrangements, And Commissioning Of The System From The Date Of Award Of Work. This Shall Be Followed By 90 Days Of Operation And Maintenance As Per The Directions Of The Engineer-In-Charge. The Final 30 Days Shall Be Utilized For Dismantling The Pumping Stations And Pipeline Arrangements, And For Restoring The Dismantled Road And Site To Its Original Condition.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
10.
Drinking Water Supply and Sanitation #11166582 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Jun 12, 2026 Contract Value : 6.05 Lakh
Government Departments No of Bidders 2
11.
Drinking Water Supply and Sanitation #11166574 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Jun 12, 2026 Contract Value : 7.18 Lakh
Government Departments No of Bidders 2
Contract Date: May 27, 2026 Contract Value : 11.09 Lakh
Government Departments No of Bidders 2
13.
Drinking Water Supply and Sanitation #11110990 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Hsr Itmes
Contract Date: May 28, 2026 Contract Value : 17.65 Lakh
Government Departments No of Bidders 3
14.
Drinking Water Supply and Sanitation #11103540 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 13.58 Lakh
Government Departments No of Bidders 2
15.
Drinking Water Supply and Sanitation #11035726 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 07, 2026 Contract Value : 8.65 Lakh
Government Departments No of Bidders 4
16.
Drinking Water Supply and Sanitation #11021444 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 9.96 Lakh
Government Departments No of Bidders 2
17.
Drinking Water Supply and Sanitation #11021443 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 15.15 Lakh
Government Departments No of Bidders 2
18.
Drinking Water Supply and Sanitation #11007828 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 9.59 Lakh
Government Departments No of Bidders 3
19.
Drinking Water Supply and Sanitation #10987948 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 27, 2026 Contract Value : 1.13 Crore
Government Departments No of Bidders 3
20.
Drinking Water Supply and Sanitation #10958022 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 9.29 Lakh
Government Departments No of Bidders 4
21.
Drinking Water Supply and Sanitation #10955421 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 8.45 Lakh
Government Departments No of Bidders 3
22.
Drinking Water Supply and Sanitation #10955420 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 8.45 Lakh
Government Departments No of Bidders 3
23.
Drinking Water Supply and Sanitation #10955419 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 6.70 Lakh
Government Departments No of Bidders 4
24.
Drinking Water Supply and Sanitation #10955418 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 17.77 Lakh
Government Departments No of Bidders 4
25.
Drinking Water Supply and Sanitation #10931247 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 16.88 Lakh
Government Departments No of Bidders 5
26.
Drinking Water Supply and Sanitation #10852944 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 15.17 Lakh
Government Departments No of Bidders 2
27.
Drinking Water Supply and Sanitation #10852943 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 15.20 Lakh
Government Departments No of Bidders 2
28.
Drinking Water Supply and Sanitation #10852942 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 9.63 Lakh
Government Departments No of Bidders 4
29.
Drinking Water Supply and Sanitation #10852941 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: May 16, 2026 Contract Value : 13.89 Lakh
Government Departments No of Bidders 4
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
31.
Drinking Water Supply and Sanitation #10829533 Price Bid
Supply And Carriage Of Material For Strengthen Work Of Fagna Anicut , Gp- Kalandri , Tehsil-Sirohi , Supply And Carriage Of Material At Site , Supply Of 53 Grade Cement ( In Bags ) 50Kg In Weight As Per Is 1489 Is 8112 Of Approved Make Including Loading , Unloading & Stcaking Complete At Site , Supply Of Crusher Broken Stone Aggregate In Accordance With Is 383:2016 For Concrete Work , Concrete Well Graded With Size Of Aggregate Including Loading , Unloading & Stacking Complete Aggregate Size 20 Mm , Supply Of Crusher Broken Stone Aggregate In Accordance With Is 383:2016 For Concrete Work , Concrete Well Graded With Size Of Aggregate Including Loading , Unloading & Stacking Complete Aggregate Size 12 Mm , Supply Of Fine Aggregate Screened , Free From Organic And Deterious Material In Accordance With Is Code 383:2016 Including Loading , Unloading & Stacking Complete At Site , Supply Of Stones For Random Rubble Masonry For General Irrigation Work At Least 75% Stones Not Less Than 15Cm In Size In Any Direction And Weighing Not Less Than 23Kg Including Loading , Unloading & Stacking Complete At Site , Hiring Of Mixing / Vibrating Unit ( Cement Concrete Mixure 5-7 Cuft Capacity & Niddle / Plate Vibrator ) Including Operator And Pol With All Lead Lifts Complete At Site , Transportation Of Water By Tractor With Tanker Having Capacity 4000 Litre Including All Lead & Litfs Complete At Site , Supply Of Reinforcement Steel Fe 415 / 500 Including All Lead And Lift Complete At Site , Hiring Of Centering And Shuttering Of Steel For Rcc Work Including All Lead And Lift Complete At Site
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
32.
Drinking Water Supply and Sanitation #10829529 Price Bid
Supply And Carriage Of Material For Construction Of Wall From Rd 1060M To 1090M , Strengthen Of Earthen Bank And Cutting Of Feeder Bed Gp - Balda , Tehsil-Sirohi , Supply And Carriage Of Material At Site , Supply Of 53 Grade Cement ( In Bags ) 50Kg In Weight As Per Is 1489 Is 8112 Of Approved Make Including Loading , Unloading & Stcaking Complete At Site , Supply Of Crusher Broken Stone Aggregate In Accordance With Is 383:2016 For Concrete Work , Concrete Well Graded With Size Of Aggregate Including Loading , Unloading & Stacking Complete Aggregate Size 20 Mm , Supply Of Crusher Broken Stone Aggregate In Accordance With Is 383:2016 For Concrete Work , Concrete Well Graded With Size Of Aggregate Including Loading , Unloading & Stacking Complete Aggregate Size 12 Mm , Supply Of Fine Aggregate Screened , Free From Organic And Deterious Material In Accordance With Is Code 383:2016 Including Loading , Unloading & Stacking Complete At Site , Supply Of Stones For Random Rubble Masonry For General Irrigation Work At Least 75% Stones Not Less Than 15Cm In Size In Any Direction And Weighing Not Less Than 23Kg Including Loading , Unloading & Stacking Complete At Site , Hiring Of Mixing / Vibrating Unit ( Cement Concrete Mixure 5-7 Cuft Capacity & Niddle / Plate Vibrator ) Including Operator And Pol With All Lead Lifts Complete At Site , Transportation Of Water By Tractor With Tanker Having Capacity 4000 Litre Including All Lead & Litfs Complete At Site , Hard Rock ( Dry Or Moist ) Requiring Blasting ( Where Hardness Of Rock Is More Than 2 ) Including Disposal Of Excavated Material In The Designated Spoil Bank / Embankment , Dressing Of Excavated Material And Dewatering With All Leads & Lifts Of Excavation And Disposal . The Contractor Is Free To Use The Usable Excavated Stone Else Where For Which Any Transition Expenditure & Royalties , Tax Etc If Required To Be Paid Then It Will Be Liability Of Contractor As The Cost Of Usable Stone Has Already Been Deducted From The Rate .
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
37.
Drinking Water Supply and Sanitation #10734870 AOC
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Own Cost Complete In All Respect To The Satisfaction Of Engineer-In-Charge: I) A Suitable Pump And Prime Mover (Since Power Is Not Available At The Well Site). Ii) Measuring Devices For Time, Discharge And V-Notch Orifice Method Water Level Recorder (Digital Water Meter Recorder/ Steel Tape Engraved). Iii) The Contractor Shall Collected Water Sample In The Presence Of Sde/Je. This Water Samples Should Be Handed Over To Phed For Further Chemical Analysis In Public Health Lab , Hsr Itmes
Contract Date: Apr 24, 2026 Contract Value : 10.16 Lakh
Government Departments No of Bidders 2
38.
Rural Development #10733231 Price Bid
Conservation And Beautification Of Waghapur Lake Tal. Bhudargad Dist. Kolhapur- 1 Sub-work No. 1 -Desilting, Deweeding and Dewatering Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material up to a distance of 50 metres beyond the building area and stacking as directed ,including dewatering, preparing the bed for the foundation and necessary back filling with a vailable earth / murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means 2 Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and backfilling with available earth soil / murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means 3 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary forfoundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. ( prior approval of Super intending Engineer will be necessary) 4 Desilting the Lake in wet or dry condition excluding Conveying materials obtained from Lake beyond the work site, stacking, spreading,etc. complete 5 Conveying materials obtained from Lake including all lifts, laying in layers of 20 cm. to 30 cm. breaking clods, dressing to the required lines, curves,grade sand section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500 m. inclusive, from the site of excavation to the site of deposition as directed.20 % to Farm 6 80 % to Dump Yard 7 Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and a like grass along roadside making the ground clean by showel and phavaras etc. complete. 8 Sub Work No. 2 - Gabion Wall Providing and Constructing gabion structure 1Meter high or required section madeup of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedged including placing inposition, fitting neatly with trap stone rubble (15 to 23 cm ) all loose ends to be securely tied (Excluding transportation) etc. complete. (In Dry condition and for under water installation extra cost to be considered) 9 Filling in plinth and floors with approved excavated material in 15 cm. to 20 cm. Layers including watering and compacting etc. complete. 10 Sub Work No. 3 - Earthen Bank Protection WorkExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 11 Excavation for foundation in hard murum and Boulders including removing the excavated material up to distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc.complete. (Lift upto 1.50 m) By Mechanical Means 12 Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap / ganite / quartzite / gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 13 Providing andl aying Cast in situ / Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork, cover blocks, laying / pumping, compaction and curing roughening the surface if special finish is tobe provided ( Excluding reinforcement and structural steel ) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 14 Providing and laying Cast in situ / Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, coverblocks, laying / pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars,bindingwith wires or tack welding and supporting as required complete. 16 Filling in plinth and floors with approved excavated material in 15 cm. to 20cm. Layers including watering and compacting etc. complete. 17 Providing expansion joints with 25 mm thick bituminous pad as per detailed drawings etc. complete. 18 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 19 Sub Work No. 4 - Ghat Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 20 Excavation for foundation in hard murum including removing the excavated material up to distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc.complete. (Lift upto 1.50 m) By Mechanical Means 21 Providing soling using 80 mm size trap metal in 15cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. 22 Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap / granite / quartzite / gneiss metal in foundation including necessary formwork, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) 23 Providing and laying insitu / ready mix M-20 cement concrete of trap / granite / quartzite / gneiss metal for approach slab / Rigid pavement including compacting ,finishing, curingetc. complete. (excluding reinforcement ) (with reversible drum type mixer /concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) 24 Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete. 25 Providing andl aying Cast in situ / Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork, cover blocks, laying / pumping, compaction and curing roughening the surface if special finish is tobe provided ( Excluding reinforcement and structural steel ) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 26 Providing and laying Cast in situ / Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, coverblocks, laying / pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 27 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars,bindingwith wires or tack welding and supporting as required complete. 28 Sub Work No. 5 - Stone Pitching Excavation for foundation in hard murum and Boulders including removing the excavated material up to distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc.complete. (Lift upto 1.50 m) By Mechanical Means 29 Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete. 30 Providing dry rubble stone pitching 23 cm (about 9 inch) thick including all material, quarry spalls, labour etc. complete. 31 Sub Work No. 6 - PathwayExcavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 32 Providing dry / trap / granite / quart zite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 33 Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening the mif special finishis to be provided, finishing if required and curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 34 Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 Kilogram / Sq. cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete 35 Providing and laying Cast in situ / Ready Mix cement concrete in M15 of trap /granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items in cluding bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honey combed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed. ), with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 36 Providing and fixing Guard Railing of 1000 mm height as per Type D Drg. No. 15 dt . 20 - 4 -79 , and fixed in 40 x 40 x 6 mm iron, angle embedded in 1:2:4 cement concrete bedding patti as per detailed drawing, with 3 coats of approved of yellow and black paint. 37 Sub Work No. 7 - Public Toilet BlockExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) 38 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd�A-3/259) 39 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) 40 Providing and laying in situ Cement Concrete M-10 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) PCC M - 10 41 Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc. complete. 42 Filling in plinth & floors with approved excavated materials in 15 cm layers including watering &compacting complete 43 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) R.C.C. LINTEL-150 44 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. 45 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) Slab M200 46 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete(including cost of binding wire). (Bd-F- 17/306)TOR Steel 47 Providing and fixing M40 grade tick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S.65241983 having 6mm dia.bars3 Nos. And stirrups @ 250 mmc/cand fixing in wall with 6 Nos of hold fast of 12mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm . 48 Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron holdfast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. 49 Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50mm thick with 3mm diameter mild steel bar reinforcement,of approved design on both side, fixing in cement mortar 1:3 and curing etc. complet 50 Providing internal cement plaster 12 mm thick in a single coat in C.M.1:3 without neru finish to masonry , concrete surface in all positions including scaffolding and curing complete. 51 Providing and laying matt finish ceramic tiles of having size 30 cmx 30 cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etc. complete. 52 Providing and laying cement concrete flooring 40mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cmx30cm or other size laid diagonally/square etc finishing smooth (with extra cement )in any colour as directed and curing etc.complete.with Crushed sand VSI Grade 53 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to correspondng I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. 54 Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black back lite seat with all necessary pipe connection etc. complete. 55 Providing and fixing white glazed earthenware Wash Hand Basin of 45cm. x 30cm. size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connections including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete. 56 Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. 57 Providing and fixing on walls/ceiling/ floor 15mm dia. CPVC pipe with necessary fittings, remaking good the demolished portionetc.complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 58 Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and withnecessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc.complete. 59 Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/ waste pipe and with necessary fxtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. As directed by Engineer 60 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters 61 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. 62 Providing and fixing Bib cock stop tap of brass heavy of 15 mm dia. At site of work 63 Providing and fixing partition with kadappa stone of all size sand 25 mm thick polished on both side and edge stoorig in a lncluding fixing in position in cement mortor 1:4 curing polish-ing, cleaning etc complete. 64 Name plate with wording as directed on plastered srface in oil painting 65 Providing and fixing orissa type colour glazed earthen ware 625x450 mm. w.c. pan including trap, C.I. soil and vent pipe upto the outside face of wall including 100mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC flushing cistern with all necessary pipe connection etc. complete. 66 Sub Work No. 8 - Compound Chainlink FencingProviding and erecting 1.2 meter high wire fencing with five rows of barbed wire supported on mild steel angle ( 50 x 50 x 6mm ) postat 2.5 m c/c including excavation of pits of foundation concrete fixing the posts in (1:4:8) cement concrete block of 45x45x45 cm and fastening the Wires and painting the angles with one coat with red lead primer and two coats of oil painting etc.complete 67 Sub Work No. 9 - Beautification Work(Environmental Awareness, Benches, Solar Street Light, Dustbin, Sign Board, Open gym, Children Play Equipment) Providing and fixing VIP Bench CI Frame height 5.48 mêter and weight 30 kilogram Decorative Leg, Seat plates FRi Patrujan hot press size metre x 1.20 metre long, wood finish, both side PP Cap for fixing 12.5 milimeter Stainless steel Nut bolt toatal 9 seat plates etc complete. 68 Providing and Fixing Solar Street light. Power Output > 75 Wp at 16.4 +- 0.2 Volts at STC,Battery Capacit > 12.8V (nominal), 30 Ah at STC (1 Day Autonomy), Type of LED 20 Watt white LED Type,Ingress Protection IP 65 or Better,Indicator on The system - 2 LED Indicators Red and Green. 69 Providing and Fixing Pegwin Shape dustbin FRP 3 feet height, baok side door size 1 feet x 1 feet for removing garbage in fixing concrete etc. complete. 70 Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete.Mild Steel Board with Engineering Grade. 71 Providing and fixing informatory sign boards of size 0.90 x 0.60 m made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including on frame of with angle iron frame of size 35 x 35 x 5 mm and two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro Prismatic Grade Sheeting 72 Providing and Fixing Open Gym Equipment.Providing and fixing Sit Up Board made from B class Galvanized Iron. pipe. The main frame is of 25 millimeter Nota bene made from C Class Galvanized Iron. Pipe, Perforated sheet of 2 millimeter thickness is welded on main frame. The remaining frame of the sit up board is of 40 millimeter and 50 millimeter Nota bene made from C class Galvanized Iron. pipe. The foundation pipes are embedded in C.C. stock and painting is done by attractive color spraying after proper surface treatment, shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat. The top coat is done using the best quality brand paint or duly powder coated. 73 Providing and fixing Sky Walker made from B Class Galvanized Iron.Pipe. The main frame is Diameter 80 millimeter made from C class pipe. The outer ring of sky walker is Diameter 32 millimeter made from C Class Galvanized Iron Pipe. For connecting the handle frame to main pipe Diameter 60 millimeter C Class Galvanized Iron Pipe is used. The bottom support of Mild Steel, round plate of Diameter 250 millimeter X 10 millimeter thickness is welded at bottom. The leg movement frame is of 50 X 50 millimeter X 2 millimeter thick cyclic redundancy check square pipe. The handle frame is of Diameter 40 millimeter made from C* Class Galvanized. Iron Pipe. The foundation used for fixing is 80 X 40 millimeter X3 millimeter thickness C-Channel. The footrests is made from Aluminum casting material, its sizes are 130 X 310 X 5 millimeter Closing caps made from top quality Fibre-reinforced plastic material with 2 millimeter thickness and Plastic cap are used. The pins used bearing of reputed make (SKF/FAG). High tensile steel with galvanized nut bolts are used for assembly. The serclips used for assembly are of 25 millimeter The powder coat is done by Poly urethane and epoxy powder with 60 to 70 micron thickness. 74 Providing and fixing cross trainer made from B class Galyanized Iron.pipe. The center pipe is of 80 millimeter Nola bene made Tram C Class Galvanised Iron. pipe, and the bottom support of Mild Steel Round plate of 250 millimeter dare an a rat ho tomieter thickness is welded at bottom. The handle frame is made up 25 millimeter Nota bene C Class Galvanized Iron. Round Pipe. The foundation used for fixing is consists of three equal items that is. 100 millimeler Nota bene made from C Class Galvanised Iron. Round Pipo, Mild Steel Round Plate of 250 millimeter diameter and 10 millimeter thickness, 25 millimeter X 25 millimeter Mild Steel Angle of 3 millimeter Thickness. To join the Centre pipe and handle Frame Seamless Pipe of 50 millimeter origin destination and 3 millimeter Mild Steel Angle of 3 millimeter Thickness is used. For the movement, Bushes are used and for it 60 millimeter origin - destinatior and 3 millimeter thickness. The footrests is made from Fibre-reinforced plastic/C.1/Aluminum casting material, its size are 130 millimeter X 300 millimeter and 300 millimeter and 5 millimeter thickness. For support of Footrest of Cross trainer 130 millimeter X 300 millimeter with § millimeter thickness Mild Steel Plate and 50 millimeter X 50 millimeter cyclic redundancy check Square pipe with 3 millimeter thickness is used.Closing caps made from top quality Fibre-reinforced plastic material which is of 2 millimeter thickness. The pins used is made up of 25 millimeter diameter Harden bright bar. The bearings used are of 6205 permanent lubricated sealed bearing of reputed make. The handles used for cross trainer are of Rubber grip. The nut bolts used for assembly are made from S.S. material. The foundation pipes are embedded in C.C. stock and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated 75 Providing and fixing chest press made from B Class Galvanized Iron. Pipe. The Center Pipe is of 100 millimeter MB made from C Class Number Galvanised Iron. Round Pipe, and the bottom support of Mild Steel Round plate of 250 millimeter and 10 millimeter thickness is welded at bottom. The remaining frame is made up of 40 millimeter Not bene C class Galvanized Iron. Pipe. The handle frame is made up of 25 millimeter Nota bene C* Class Galvanised Iron. Pipe, The seat frame is made up of 40 millimeter Nota bene and 50 millimeter Nota bene C class Galvanized Iron. Pipe. For the assembly different bushes are used for fixing is consists of three equal items that is. 100 millimeter Nota bene made from C Class Galvanized Iron. Pipe, Mild Steel Round plate of 250 millimeter dia and 10 millimeter thickness and 25 millimeter X 25 millimeter X3 millimeter Mild Steel angle. The seats is fitted on the outer frame is made up of high quality Fibre-reinforced plastic material of size 330 millimeter X 330 millimeter of thickness 3 millimeter and Mild Steel Plate of thickness 5 millimeter and size 250 millimeter X 200 millimeter is used to support it. Closing caps are made from top quality Fibre-reinforced plastic material which is of 2 millimeter thickness. The pins used are made up of 25 millimeter and 17 millimeter dia solid bar. The bearing used are 6205 and 6203 permanent lubricated sealed bearing of reputed make. The nut bolt used for assembly are made from stainless steel material. The serclips used for assembly is of 25 millimeter diameter. The Poly Urethin plastic bush is used for handling. The foundation pipes are embedded in C.C. stock and painting is done by attractive color spraying after proper surface treatment, shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated 76 Providing and fixing Back extension made from B Class Galvanized Iron Pipe. The main frame of diametre 90 millimeter made from C Class Galvanized Iron Pipe, and the leg movement frame is of diameter 40 millimeter made from C Class Galvanized pipe. The handle frame is of diametre 32 millimeter made from C class Galvanized Iron Pipe. The seats is fitt a on the frame is made up of high quality FRP material of size 330 millimeter × 300 millimeter of thickness 3 millimeter and Mild Steel Plate of thickness 5 millimeter and size 250 millimeter × 200 millimeter is used to support it. The Foundation used for fixing is consists of 25 millimeter × 25 millimeter Mild Steel angle of 3 millimeter thickness. The footrests. is made from Aluminum casting material, its sizes are 130 millimeter x 310 millimeter x 5 millimeter. For the support diameter 32 millimeter made from C Class Galvanized Iron Pipe. closing caps made from top quality FRP material with 2 millimeter thickness. The powder coat is done by Poly urethane and Epoxy powder with 60 to 70 micron thickness. 77 Providing and fixing Rower made from B Class Galvanized Iron. Pipe, The main frame is 80 millimeter X 40 millimeter and 40 millimeter X 40 millimeter cyolio redundancy check Pipe with 2 millimeter thickness. The handle frame Is of 25 Nota bene made from C class Galvanized Iron. Pipe. The Foundation used for fixing consists of three equal items that is. 40 millimeter Nota benc made from C class Galvanized Iron. Pipe, C channel of 75 millimeter X. 40 millimeter X 5 millimeter and 25 millimeter X 3 millimeter Mild Steel angle. To join the movement frame to main frame seamless pipe of 50 millimeter diametermeter and 3 millimeter thickness is used. The seats which are fitted on the main frame is made up of high quality Fiber-reinforced plastic material of size 330 millimeter X 330 millimeter of thickness 3 millimeter and Mild Steel plate of size 250 millimeter X 200 millimeter X 5 millimeter is used to support it. Closing caps are made from top quality Fiber-reinforced plastic material which is of 2 millimeter thickness. The pins used are made up of 17 millimeter diametermeter hardened bright bar. The bearings used are of 6203 permanent lubricated sealed bearing of reputed male. The handles used are of Rubber grip. The nut bolts. used for assembly are made from Stainless Steel material. The bushes (Stoppet) used to avoid the collusion made from poly urethane plastic material of 50: millimeter diamefermeter The serclips used for assembly is of 17 millimeter diametermeter. The foundation pipes are embedded in Cement Concrete stock and painting is done by attractive color spraying after proper surface treatment, shot blasting and intial coat of yellow primer surface is plied before top coat. ithe top. coat is done using the best quality brand paint or duly powder coated. 78 Providing and fixing uneven bar made, from B class Galvanized Iron Pipe. The main frame is: 115 milliteter-diametermeter made from C class pipe and. the bottom support: of Mild Steei Round Plate of Diametermeter 250 millimeter and 10 millimeter thickness is welded at bottom. The handle frame istof diametermeter 40 millimeter made from C class Galvanized Iron Pipe. The foundation ised for fixing is consists of three equal item that is diametermeter 90 millimeter made from C Class Galvanized Iron, Mild Steel Round Plate of diametermeter 250 millimeter and 10 millimeter thickness and 25 millimeter × 25 millimeter mild steel angle of 3 millimeter thickness. Closing caps are made from top quality Fiber Reinforcement Plastic material which is of 2 millimeter thickness. The Powder coat is done by Poly urethane and epoxy powder coat with 60 to 70 micron thickness. 79 Providing and fixing Weight Lift as directed by engincer-in-charge 80 Providing and fixing combination leg press + standing twister + seating twister as directed by engineer-in-charge 81 Providing and fixing Air walker made from B class Galvanized Iron pipe. The center pipe is of 80 millimeter Notabene made from C Class Galvanized Iron pipe, and the bottom support of Mild Steel round plate of 250 millimeter diameter & 10 millimeter thickness is welded at bottom. The leg movement frame is of 40 millimeter NB made from C Class Galvanized Iron pipe. The handle frame is of 25millimeter Notaben made from C Class Galvanized Iron pipe. The foundation used for fixing is consists of three equal items i.c. 80millimeter Notabene made from C Class Galvanized Iron pipe, Mild Steel Round plate of 250 millimeter diameter & 10millimeter thickness & 25millimeter X 25millimeter Mild Steel angle of 3 millimeter thickness. To join the centre pipe & leg movement frame seamless pipe of 60 millimeter diameter & 3millimeter angle of 3millimeter thickness. To join the centre pipe & leg movement frame seamless plpe of 60mlllimeter diameter & 3millimeter thickness & 60millimeter thickness.. The footrests is made from FRP/Cast Iron /Aluminum casting Hamaterial, its sizes are 130millimeter X 300millimeter X Smillimeter. For the support 50millimeter X 50millimeter X millimeter CRC square pipe is used. Closing caps made from top quality Fiber Reinforced Plastic material with 2 millimeter thickness. The pins used are made up of 25 millimeter diameter bright bar. The bearings used are6205 permanent lubricated sealed bearing of reputed make. The nut bolts used for assembly are made from Stainless Steel material. The serclips used for assembly are made from Stainless Steel material. The serclips used for assembly are of 25millimeter diameter. The foundation pipes are embedded in Cement Concrete, stock and painting is done by attractive color spraying afler proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint orduly powder coated 82 Providing and fixing Parallel bar of height 1.3 meter Galvanised Iron Pipes of A Class quality. The frathe of the parallel bar shall be of 40 milimeter Nominal Bore pipe. The vertical support pipe shall be embedded with holdfast in Cement Concrete:block of 0.3.X 0.3 X:0.3 meter below ground level. The total play area for the equipment shall be 0.9 X 0,5 meter painting is done by spraying after proper surface treatment and an initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated. 83 Providing and fixing Super Max Multi Play System made for roto moulded FRP 4 Tanel slide 1.9 feet dia, with FRP panel made for roto moulded FR$ Tanel Spiral Slide 1.50 metre height, 6 feet length tanel bridge, FRP Panel, canopy made for roto moulded FRP size 3 x 3 feet with 7 feet length ladder including railing 25 millimeter NB Pipe, 10 feet height 80 millimeter diameter Tower Pol, 2milimeter thick platform percoated sheet size 3 x 3 feet, High Tension Blackning, Tanel Slide leg 40 millimeter pipe, Spiral slide main support 75 millimeter dia 5 feet length, all mild steel material used in P.P. Grade powder coating with forpeting process excetra complete 84 Providing and fixing Double Swing with 9 feet leg using 38 millimeter NB Pipe, 10 feet: Top Bar lengch 50 milimeter ISI Mark NB Pipe, Rubber Coated Chain with Suspension, attached rubber sheet, including S type Hook, moulded bearing clarap, P.P. grade powder coating with fospeting complete. including welding and handling charges with mild steel pocket excetra complete. 85 Sub Work No. 10 - Afforestrtion / Plantation -Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means 86 Filling fresh garden soil /silt & manure in excavated area including lead upto a distance of 50 mtrs (1/10 of unskilled labour) 87 Preparing Lawn:- Excavating the ground to a required depth of 30cms.removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & manure are in 3:1 proportion to a height of 20cms. Mixing garden soil and manure thoroughly, well, levelling, watering on previous night. Planting required variety of lawn grass (Cynadon or paspallum) as directed and maintaining till well established by watering, weeding, clipping, rolling etc.complete 88 Preparing flower bed :- Hibiscus (8 x 10) Excavating the ground to required depth of 30cms removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & Manure in excavated area in 3:1 proportion to a height of 40cms. Mixing garden soil & manure thoroughly well, levelling, watering on previous night. Planting well rooted shrubs 0.5 meters apart as directed and maintaining till well established by watering,weeding, stirring, replacing casualties etc.complete. 89 Preparing Shrubbery :- Plumeria Rubra (21 x 21) Excavating the ground to required depth of 30cms removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & MAnure in excavated area in 3:1 proportion to a height of 30cms.Mixing O garden soil & manure thoroughly well, levelling watering on previous night. Planting well rooted shrubs 0.5 meters apart as directed and maintaining till well established by atering,weeding, stirring, replacing casualties etc.complete 90 Mogra Plant/Creepers /Climbers -Excavation pit with size 0.30x 0.30x 0.30 removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material upto a height of 0.15 mt with fresh garden soil and manure in 3:1 propration.Mixing soil and manure thoroughly well levelling,watering on previous night .planting one or two year old healty plant as per specification Maintaning till well established by watering etc,complet , weeding pruning, sirring replacing casualties. Gardenia Lasmirals (Motha Mogara) 8 x 10 91 Jasmin (Mogara) 8 x 10 92 Planting large flowering /shady trees (ht.1.00 mt): Digging pit with size 0.9 m x 0.9 m x 0.9 m, removing and conveying unwanted stuff to a required distance as directed Filling the pit with approved excavated material upto to a height of 0.30 m and reamaining height of 0.60 m. with fresh garden soil and manure in 3:1 proporation mixing soil and manure throughly well leveling, as directed watering, previous night, planting two to three year old minimum 1.00 mtr height, helthy trees spaling as per specefications, Maintaing till well established by watering weeding,sirring of soil replacing of casualties etc complete, Delenia indica (Green Chafa) 21 x 21 93 Planting large flowering /shady trees (ht.2.00 mt): Digging pit with size 0.9 m x 0.9 m x 0.9 m, removing and conveying unwanted stuff to a required distance as directed Filling the pit with approved excavated material upto to a height of 0.30 m and reamaining height of 0.60 m. with fresh garden soil and manure in 3:1 proporation mixing soil and manure throughly well leveling, as directed watering, previous night, planting two to three year old minimum 2.00 mtr height, helthy trees spaling as per specefications, Maintaing till well established by watering ,weeding,sirring of soil replacing of casualties etc complete. Delonix Regia (Gulmohar) 14 x 16 94 Planting small and medium size ornamental /flowering plant Planting small and mediumsize ornamental or flowering plant. Digging pit with size 0.6 m x 0.6 m x 0.6 m, removing and conveying unwanted stuff soil and Farm Yard Manure up to a height of 0.60 m in 3:1 proportion, mixing soil and manure thoroughly well, leveling and watering previous night. Planting one or two year old healthy plant saplings as per specifications. Maintaining till well established by watering. Stirring of soil and manure, replacing of casualties etc. completePeepal 8 x 10 95 Rubber Plant 10 pot 96 Moringa (Shevga) 5 x 6 97 Sonchafa 8 x 10 98 Supply and installation of drip irrigation system all along the plantation /lawn area including all components and accessories etc complete 99 Bamboo Golden 13 x 13 - Excavation pit with size 0.30x 0.30x 0.30 removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material upto a height of 40 cm with fresh garden soil and manure in 3:1 propration.Mixing soil and manure thoroughly well levelling,watering on previous night .planting one or two year old healty plant as per specification Maintaning till well established by watering etc,complet , weeding pruning, sirring replacing casualties 100 Evergreen perennial typically grown- Excavation pit with size 0.25 x 0.25 x 0.25 removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material upto a height of 80 cm with fresh garden soil and manure in 3:1 propration.Mixing soil and manure thoroughly well levelling,watering on previous night .planting one or two year old healty plant as per specification Maintaning till well established by watering etc,complet , weeding pruning, sirring replacing casualtiesCanna (Kardal) 5 x 6 101 Snake Plant 10 pot 102 Arecaplam 13 x 13 103 Spider lilly 5 x 6 104 Weeping Fig 6 pot 105 Tulsi 5 x 6 106 Providing labour for plantation of different types of plants and trees, include excavating pit, watering the plant etc. Complete Mali 107 Mazdoor - Unskilled Heavy Male 108 Tree Cutter - Semi Skilled
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
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39.
Drinking Water Supply and Sanitation #10728528 Price Bid
Tender for Providing Clay Seal Of Thickness 4.0Mm Or Above Consisting Of Balls Of Local Lay Or Bentonite Mud To Be Placed In The Annular Space Around The Assembly The Clay Seal Should Be Provided At A Level Of Minimum 25.00M Above The Top Most Screens Depending Onthe Logging Result. , Inspection Of Tubewell With Geo Scanning Borehole Camera With Display And Data Recorder To Find Out The Fault And Submission Of Suggestions Regarding Rectification Of Same To Obtain The Sand Free Water At Site Including Transportation, Lodging, And Boarding. Detailed Analysis With Videography And Submission Of Report, Video And Also Verifying The Depth/ Position Of Assembly Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Resistivity Survey With Deep Penetration, Generator Operated, D.C. Resistivity Meter To Know The Type Of Sub Surface Strata At Different Depths. Quantity Of Water Likely To Be Available And Depth Of The Tubewell To Be Installed To Obtain Fresh Water In Required Quantity Including Transportation Of Equipments And Manpower, Submission Of Hard Copy Of Resistivity Survey With Relevant Technical Data Complete In All Respect To The Satisfaction Of Engineer-In-Charge. , Supplying And Jointing 4 Core Service Cable 25 Sq Mm Of Approved Make With Bare Bunched Aluminium Conductor Insulator And Sheathed With Pvc Etc. With Voltage Grade 1100 Volts Marked With Is 694:1990 Including Cost Of Jointing, Material, Carriage, Loading And Unloading Etc. Complete In All Respect To The Satisfaction Of Engineer-In-Charge.. , Providing And Fixing M.S Base Plate Of Thickness 10 Mm And Weight Upto 7 Kg To 10 Kg Complete In All Respect To The Satisfaction Of The Engineer-In-Charge. , Development Of Tubewell By Over-Pumping Unit Having Suitable Submersible Pump For Development Of Tubewell To Ensure Sand Free Discharge. All The Equipment Including Pol And Labour Required For Carrying Out Pumping Tests But Not Limited To The Following Shall Be Arranged By The Contractor At His Ow
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
40.
Rural Development #10594467 Price Bid
Providing And Supplying Material To Grampanchayat Hatgad Tal Surgana Dist Nashik-1 Led 15 Watt Bulp 2 Led 18 Watt Bulp 3 Led 20 Watt Bulp 4 Led 23 Watt Bulp 5 Led 25 Watt Bulp 6 Led 30 Watt Bulp 7 Street Light 18 Watt 8 Street Light 24 Watt 9 Street Light 30 Watt 10 Street Light 36 Watt 11 Street Light 40 Watt 12 Street Light 50 Watt 13 Street Light 72 Watt 14 Sensor Street Light 24 Watt 15 Sensor Street Light 30 Watt 16 Sensor Street Light 36 Watt 17 Sensor Street Light 40 Watt 18 Sensor Street Light 50 Watt 19 30 Watt Flood Light 20 50 Watt Flood Light 21 100 Watt Flood Light 22 120 Watt Flood Light 23 150 Watt Flood Light 24 200 Watt Flood Light 25 Solar Panel Water Heater 5000 Ltr 26 Solar Panels 27 Solar Lamp 28 Battery Pump 29 Solar Street Lamps 30 Inverter 31 Digital Clock 32 Table Fan 33 Ceiling Fan 34 Amply 35 Mike Wireles 36 Mike 37 Sound System All In One 38 Sound Bars 39 Bhonga 40 Sirens 41 Sanitary Napkin Disposal Machine 42 Sanitary Napkin Machine 43 Sanitary Napkin Pads 44 Gharghanti ( Mill ) 45 Sewing Machines 46 Fogging Machine 47 Senitiser Sensor Machin 48 Sanitiser Heavy Machin 49 Sanitiser 100 Ml 50 Sanitiser 250 Ml 51 Sanitiser 5 Ltr 52 Sodium Hypo 5 Ltr 53 Mask N 95 54 Mask Simple 55 Temperature Gun 56 Pulse Oximeter 57 Pipe 58 Clamp 59 6 Mtr Gi Pole 60 8 Mtr Gi Pole 61 9 Mtr Gi Pole 62 11 Mtr Gipole 63 12Mtr Gipole 64 6 Mtr Ms Pole 65 8 Mtr Ms Pole 66 9 Mtr Ms Pole 67 11 Mtr Mspole 68 12Mtr Mspole 69 Bracket 4 Way 70 Bracket 6 Way 71 Meter Peti 72 Pole Box 73 Wire 4 Mm 74 Wire 6 Mm 75 Wire 10 Mm 76 Copper Wire 2.5 Mm 77 Copper Wire 6 Mm 78 Copper Wire 10 Mm 79 Armad Cable 6 Mm 80 Armad Cable 10 Mm 81 Polycab Wire 1 Mm 82 Polycab Wire 1.5Mm 83 Polycab Wire 2.5Mm 84 Dusbin 20 Ltr 85 Dusbin 30 Ltr 86 Dusbin 60 Ltr 87 Dusbin 80 Ltr 88 Water Tank 89 Tcl Powder 10 Kg 90 Tcl Powder 25 Kg 91 Clorin Bottle ( Mediclor ) 100 Ml 92 Tree Guard 93 Water Miter ( Oti Kit ) 94 Chair 95 Anganwadi Pot Set 96 Anganwadi Dress 97 Anganwadi Boots 98 Anganwadi Toys 99 Anganwadi Intellectual Toys Set 100 Anganwadi Digital Weighing Fork 101 Digital Anganwadi 102 Gram Panchayat Daptar 1 To 33 Samples 103 Three Wheeled Handicapped Cycles 104 Cycles 105 Gym Equipment ( Outdoor ) 106 Gym Equipment ( Indoor ) 107 Rcc Benches 108 Iron Bench 109 Iron Table 110 Iron Cupboard ( Large ) 111 Iron Cupboard ( Small ) 112 Matt 113 Gharpatti 114 Net Chair 115 Boss Chair 116 Plastic Chair 117 Small Wheel Chair 118 Large Wheel Chair 119 Wooden Table 120 Computer Table 121 2 / 4 Table 122 2 / 5 Table 123 Coating Sheet 124 10X4x4x40 Mm 125 12X4x40 Mm 126 14X4x40 Mm 127 16X4x40 Mm 128 Steel ( 10, 12, 16 ) Mm 129 Steel 8Mm 130 Steel 6 Mm 131 Rcc Frame Color 132 Lamination Door 72X30 133 Binding Wire 134 Nails 135 Cement 136 Cement Ambuja 137 M / S Angle 138 M / S Pipe 139 Chainlink 140 Door Set 141 Kaddapa 142 Everest Ac Sheet 143 16X16 Tiles 144 8X12 Wall Tiles 145 Orisa Pan 146 Water Tank 147 Fly Ash Blocks 6 148 Fly Ash Blocks 4 149 Cement Windows 150 2X2 Premium 151 Paver Block 60 Mm 152 Paver Block 80 Mm 153 Color Cement 154 Color Wall Paint 155 Water Purple Colors 156 Paver Block 60Mm 157 Paver Block 80Mm 158 Compound Jali 159 Pvc Ipe 1.00 Inch 20 Feet 160 Pvc Ipe 1.50 Inch 20 Feet 161 Pvc Pipe 2.00 Inch 20 Feet 162 Pvc Pipe 3.00 Inch 20 Feet 163 Pvc Ipe 4.00 Inch 20 Feet 164 Pvc Pipe 6.00 Inch 20 Feet 165 Pvc Pipe 8.00 Inch 20 Feet 166 Vita-Fly Ash Block 8X 4 167 Vita-Fly Ash Block 8X 5 168 Vita-Fly Ash Block 8X 6 169 Vita-Fly Ash Block 9.5X 4 170 Vita-Fly Ash Block 9.5X 5 171 Vita-Fly Ash Block 9.5X 6 172 Ms Angle 173 Ms Pipe 174 M S C Channel 175 Water Tank 2 Lyr 176 Water Tank 3 Ly 177 Water Tank 4 Lyr 178 Cement Window 179 Gi Pipe 1.00 180 Gi Pipe 1.50 181 Gi Pipe 2.00 182 Gi Pipe 2.50 183 Gi Pipe 3.00 184 Gi Pipe 4.00 185 Motor Vertical Vg 5.0 Hp 186 Motorverticle Vg 7.5 Hp 187 Monoblock Motor 3.0 Hp 188 Monoblock Motor 5.0 Hp 189 Monoblock Motor 7.5 Hp 190 Monoblock Motor 10.0 Hp 191 Vector Openwell 3.0 Hp 192 Vector Openwell 5.0 Hp 193 Vector Openwell 7.5 Hp 194 Vector Openwell 10.0 Hp 195 Essar Color Coated Sheet 196 Jsw Silver Satin Sheet 197 Uttam Gi Sheet 198 Asian Tractor Uno ( Interior Paint ) 10Kg 199 Asian Tractor Emulsion ( Interior Paint ) 10Ltr 200 Asian Apex ( Exterior Paint ) 10Ltr 201 Asian Ace ( Exterior Paint ) 10Ltr 202 Cement Color 25Kg 203 Tar Chuk 204 Binding Wire 205 Plywood Door 6 X 2.5 206 Plywood Door 6 X2.0 207 Plywood Door 5X2.0 208 Laminated Door 6X2.5 209 Fiberdoor 6 X2.5 210 Fiberdoor 6 X2.0 211 Fiber Door 5 X 2.0 212 Tiles 12 X 08 213 Tiles 16 X 16 214 Tiles 24 X 24 215 Block Jointing Mortar 216 Highmass Lamp 100 Watt 217 Street Lamp 30 Watt Led 218 Cable Wire Cop Oper 270 Mtr 219 Cable Wire Reg Gular 270 Mtr 220 Led Lamp 50 Watt 221 Tube Light Led 22 Watt 222 Celling Fan Baja 223 Service Wire 500 Mtr 224 Service Wire 90 Mtr 225 Polvcab Wire 1.5 Sa Mm 226 99 Watt Light 227 6 Meter G.I Pol 228 12Apr Battery 229 ( 30-30 ) Watt Solar Panel 230 Dusbin 100 Ltr 231 Dusbin 120 Ltr 232 Ro Filter 25 Ltr 233 Ro Filter 50 Ltr 234 Ro Filter 250 Ltr 235 Ro Filter 500 Ltr 236 Ro Filter 1000 Ltr 237 1000 Lph Ro Plant 238 1000 Lph Uv System 239 2 Ton Chiller 240 Atm Machines 241 200 Atm Card 242 2000 Lit Water Tank 243 1000 Lit Water Tank 244 On Site Plumbing, Installation, And Transportation 245 Sand 246 Grit 247 Bricks 248 Murum 249 Stone 250 G.I Mesh 251 Water Tank 252 Cement Pipe ( Np2 Class ) For Underground Sewer With Collar On One Side 200 Mm 253 Cement Pipe For Underground Sewer ( Np2 Class ) With Collar On One Side 300 Mm 254 Cement Pipe For Underground Sewer ( Np2 Class ) With Collar On One Side 450 Mm 255 Cement Pipe For Underground Sewer ( Np2 Class ) 600 Mm With Collar On One Side 256 Cement Pipe For Underground Sewer ( Np2 Class ) With Collar On One Side 900 Mm 257 Providing Cement Dhapa For Underground Sewers Supplying Rcc Cement Dhapa Sheet By Feet 258 Providing Cement Dhapa For Underground Sewers Supplying Rcc Cement Dhapa Sheet Half Bydon Feet 259 Providing Cement Dhapa For Underground Sewer Supply Of Rcc Cement Dhapa Sheet Two By Two Feet ​
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
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41.
Public Administrative Department #10551071 Price Bid
tender for Material Supply Gram Panchayat Rajbera Construction Material Supply And Providing Equipment For Construction Works Under Mgnrega And Other Scheme In Gram Panchayat Rajbera , Suply , Construction Material Supply And Providing Equipment For Sundry Construction Works Under Mgnrega And Other Scheme Year 2024-25 In Gram Panchayatrajbera Ps Sheo - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator The following rates do not include unskilled labour. Supply and fitting of 22 gauge plain GI sheet door in 40X40X3 mm outer frame of conical iron (pangal iron) in 25X25X3 mm conical iron frame including fittings like argal sliding bolts, latches and catch strips etc. GI plain sheet analysis for 1x2 sqm door. MS door analysis for 1x2 sqm door. Extra per kilometer for above 20 km Murum, building debris, lime, gravel, stone aggregate less than 40mm nominal size for various distances including loading, unloading and stacking of the material. (Length of transportation will be calculated by nearest route and not by road) 1 km 2 km 3 km 4 km 5 km 10 km 20 km 30 km Extra per kilometer for 5 km to 10 km Extra per kilometer for 10 km to 20 km Extra per kilometer for above 20 km Stone aggregate 40mm nominal size and above for various distances including loading, unloading and stacking of the material. (Length of transportation shall be calculated by nearest route and not by road) 1 Km 2 Km 3 Km 4 Km 5 Km 10 Km 20 Km 30 Km 5 Km to 10 Km Extra per Km 10 Km to 20 Km Extra per Km Above 20 Km Extra per Km Transportation of soling and masonry stone for various distances including loading, unloading and stacking of material. (Length of transportation shall be calculated by nearest route and not by road) 1 Km 2 Km 3 Km 4 Km 5 Km 10 Km 20 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 30 Km 40 Km 50 Km 60 Km 70 Km 80 Km 90 Km 100 Km 110 Km 120 Km 130 Km 140 Km 150 Km 160 Km 170 Km 180 Km 190 Km 200 Km 210 Km 220 Km 230 Km 240 Km 250 Km 260 Km 270 Km 280 Km 290 Km 290 Km 200 Km 210 Km 220 Km 230 Km 240 Km 29 ... 1. Wiring in medium grade PVC conduit in surface clearance as required 2 Nos. 4 sq. mm FR PVC insulated copper conductor for night power plug with single core cable, for loop earthing 2 Nos. 4 sq. mm FR PVC insulated copper conductor for medium grade PVC conduit in surface clearance as required 2x1.50 sq. mm FR PVC insulated copper conductor for circuit subman yard with single core cable and for earthing 1x1.50 Nos. FR PVC insulated copper conductor for single bore cable, for earthing 2 Nos. 4 sq. mm FR PVC insulated copper conductor for single core cable, for earthing 2 Nos. 1x1.50 sq. mm FR PVC insulated copper conductor for single bore cable, for medium grade PVC conduit in surface clearance as required 2x2.50 sq. mm FR PVC insulated copper conductor for circuit submain wiring 1x2.50 nos. FR PVC insulated copper conductor with single core cable to be wired in medium grade PVC conduit in the open space as required along with single core cable 2x4.00 sq. mm FR Pawasa insulated copper conductor for circuit submain wiring 1x4.00 nos. FR PVC insulated copper conductor with single core cable to be wired in medium grade PVC conduit in the open space as required along with single core cable 2x6.00 sq. mm for circuit submain enclosure FR PVC insulated copper conductor single core cable and earthing 1x6.00 Nos. FR PVC insulated copper conductor single core cable to be wired in medium grade PVC conduit in surface/clear space as required GI Box with modular plate and front cover to be supplied and installed in surface clear space as required 3 pin 5/6 amp modular socket outlet and 5/6 amp modular switch, connections etc. (for light plugs in non-residential buildings) GI Box with modular plate and front cover to be supplied and installed in surface clear space as required 6 pin 5/6 & 15/16 amp modular socket outlet and 15/16 amp modular switch, connections etc. All types of prewired, fluorescent fittings/ compact fluorescent fittings 1.50 sq.mm FR PVC insulated copper conductor single core cable and earthing to be installed directly on the roof/wall of all equipment and tubes Installation, Testing and Commissioning (Cost of all accessories and tubes including prewired fittings is not included) Installation, Testing and Commissioning of down rod of 1.50 sq. mm. FR PVC insulated copper conductor single core cable with wiring of stand length (upto 30 cm) of the unit Installation, connection and commissioning of exhaust fan etc. including repairing all damages in the available space (upto 450 mm sweep) Single pole and neutral MCB distribution board of shot steel for 240 volt supply, complete supply and installation of galvanized copper busbar, neutral busbar, earthbar, din bar, inter connection, powder painting with earthing etc. in the available space as per requirement (but without MCB) 2+4 way, single door 72+6 way, single door 2+8 way, single door Excavation for cable trench in soft soil to 1.2 m depth including side dressing, taking out excavated earth upto 1.5 m lift, laying one no. of PVC insulated & sheathed power cable 1.1 kV rods upto 35 sq. mm directly in ground, laying cable with gravel cushioning, protective covering, then back filling with gravel and/or good soil in 20 cm layers, ramming, watering and removing surplus excavated earth upto 50 m. Complete work including disposal of lead up to 0.2626 cubic meter (refill quantity in digging 0.2626 cubic meter) Supply and laying of earth connection from earth electrode in 15.00 mm diameter GI pipe with 4.00 mm diameter copper wire, including copper tip digging and recharge Earthing work from 4.5 meter long GI pipe of 40.00 mm diameter including all accessories and locking arrangement including cover plate and watering pipe, masonry wall complete work including charcoal/coal and salt etc.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
42.
Public Administrative Department #10424815 Price Bid
Tender For Gp Ratanpura Cleaning And Sanitary Services; Collecting wet and dry waste from every house (residential and commercial) and sending it to the designated dumping yard. (a) When the vehicle is provided by the Gram Panchayat and the work is done by providing the driver along with POL, equipment for collection work, medical kit with safety equipment and labor etc. by the contractor. (b) When vehicle, driver with PoL, laborers are involved in garbage collection, including transportation to the designated garbage collection place (Dumping Yard) by providing the equipment, safety equipment, medical kit and laborers etc. by the contractor, in which the garbage is found in separation. Safe disposal of plastic waste (Plastic Waste Management Rules, 2016 as amended) is included. The work of separation of Degradable & Non-Degradable Waste from waste should be done by providing the equipment and safety equipment along with medical kit etc. by the contractor, in which the plastic waste will be collected from the contractor by separating the waste (as per Plastic Waste Management Rules, 2016 as amended). Disposal) involves the safe disposal of found plastic waste. Providing the necessary equipment for sweeping and cleaning work in the road/market/main square along with safety equipment, medical kit etc. by the contractor and delivering the waste to the designated dumping yard. Providing necessary equipment for drain cleaning work as well as safety equipment, medical kit etc. by the contractor and transportation of waste to the designated dumping yard. The work of cleaning Community Sanitation Complex (CSC) includes necessary equipment for the work, material required for cleaning seats, floors, tiles along with safety equipment and medical kit etc.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
43.
Public Administrative Department #10420365 Price Bid
Tender For Material Supply Gram Panchayat Piplantri 2024-25 , Material Supply Gram Panchayat Piplantri 2024-25 - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator transportation
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
44.
Public Administrative Department #10366416 Price Bid
Tender For Works Material Supply Gram Panchayat Gunga Construction Material Supply And Providing Equipment For Construction Works Under Mgnrega And Other Scheme In Gram Panchayat Gunga , Suply , Construction Material Supply And Providing Equipment For Sundry Construction Works Under Mgnrega And Other Scheme Year 2025-26 In Gram Panchayat Ps Sheo -1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator transportation, electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
45.
Public Administrative Department #10352627 Price Bid
Tender For Material Supply Tender 2025-26 Dharvikala Construction Material Supply And Providing Equipment For Construction Works Under Mgnrega And Other Scheme In Gram Panchayat , Suply , Construction Material Supply And Providing Equipment For Sundry Construction Works Under Mgnrega And Other Scheme Year 2025-26 In Gram Panchayat Ps Sheo - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
46.
Public Administrative Department #10348822 Price Bid
Tender For Material Supply Gram Panchayat Hadwa Construction Material Supply And Providing Equipment For Construction Works Under Mgnrega And Other Scheme In Gram Panchayat Hadva , Suply , Construction Material Supply And Providing Equipment For Sundry Construction Works Under Mgnrega And Other Scheme Year 2025-26 In Gram Panchayat Ps Sheo - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
47.
Public Administrative Department #10347999 Price Bid
Tender For Supply Of Various Material At Gram Panchayat Bhichore Begun 2025-26 (Yearly Rate Contract) - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
48.
Public Administrative Department #10347836 Price Bid
Tender For Supply Of Various Material At Gram Panchayat Samriyakalan Begun 2025-26 (Yearly Rate Contract) - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
49.
Public Administrative Department #10347831 Price Bid
Tender For Supply Of Various Material At Gram Panchayat Shadi Begun 2025-26 (Yearly Rate Contract) - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
50.
Public Administrative Department #10347828 Price Bid
Tender For Supply Of Various Material At Gram Panchayat Suwaniya Begun 2025-26 (Yearly Rate Contract) - 1 PARTICULARS 2 Ghadla / Kankar / Jhajhra 3 Mortar - Soil / Mud Masala 4 Lime - Lime from brick kiln for masonry work 5 Cement 6 PPC 7 White Cement 8 FINE AGREEGATE 9 Sand / Gravel 10 Gravel - Local / LOCAL 11 Rakhi (FLY ASH) 12 Surkhi 13 Stone Dust (Stone Dust, used in masonry work) 14 Ballast of stone / brick (FOR OTHER THAN ROAD WORK) 15 Stone 40 MM measured (grit broken by hand) (wides cut 1/11) 16 Stone 40 MM grit (broken by crusher) (wides cut 1/11) 17 Stone 20 MM grit (broken by crusher) ) 18 Stone 12 /10 /6 MM Grit (Broken by Crusher) 19 Brick Ballast 20 Road Works Material (5 Km. Lead Including) 21 63-40 mm (Broken by Crusher) (Wides Cut 1/11) 22 63-40 mm (Broken by Hand) (Wides Cut 1/11) 23 90-45 mm (Broken by Hand) (Wides Cut 1/11) 24 Kaveri Rubbish (Wides Cut 1/6) 25 Gravel (Wides Cut 1/6) 26 Kankar (Wides Cut 1/6) 27 Binding Material ( PI 4-6) (Wides Cut 1/6) 28 Brick (22.5 X 11 X 7.50 cm) 29 First Class (I CLASS) 30 Second Class (II CLASS) 31 Soiling/Kharanja/Masonry Stone 32 Masonry Beradda (RR) 33 Masonry Radda (CR) 34 Kharanja Soling (for flooring work upto 15 CM height) 35 Kharanja Soling (for road Kharanja work upto 23 CM height) 36 Jodhpuri type stone strip/champ/katli pieces (length 2-3, width 10-12, pearl 2.5-3.5) 37 Stone arch (FLAKY MATERIAL)(3-4 THICK & LENGTH & WIDTH1-2) 38 Sandstone (DPC, SILL, COPING, LINTEL, TAND, ALMIRAH, ETC) 39 Upto 25 MM thickness 40 25 - UPTO 40 MM THICKNESS 41 40- 50 MM THICKNESS 42 50 - 75 MM THICKNESS 43 75 - 100 MM THICKNESS 44 100 -150 MM THICKNESS 45 FLOORING / STRIP PAINTING KATLA STONE 46 FLOORING KATLA UPTO 35 MM THICK , min. 3 sqft or more area 47 KATLA FOR STRIP PAINTING 60 -75 mm THICKNESS , min. 3sqft or more area 48 Unpolished Rough Kota Stone 49 Upto 900 sq.cm 50 Upto 901 to 2300 sq.cm 51 More than 2300 sq.cm 52 Polished Kota Stone (One Side Polished) 53 Upto 900 sq.cm 54 Upto 901 to 2300 sq.cm 55 More than 2300 sq.cm 56 Marble Stone (Makrana Adanga 20mm Thick) 57 Upto 900 sq.cm 58 Upto 901 to 2300 sq.cm 59 More than 2300 sq.cm 60 Marble Chips 61 Marble Powder 62 Marble Stone (Rajnagar II Quality/Local 20mm Thick) 63 Upto 900 sq.cm 64 Upto 901 to 2300 sq.cm 65 More than 2300 sq. cm 66 Single petam size 100 x 75 mm 68 Double petam size 125 x 75 mm 69 Stone slab 70 Up to 1.5 m length , minimum 40 mm thick 71 1.5 m to 2.40 m length, minimum 50 mm thick 72 2.4 m to 3.0 m length , minimum 6 5 mm thick 73 above 3.0 m length, minimum 75 mmthick 74 Precast Tiles / Blocks 75 glazed size 30 x 45 cm 76 Mosaic Size - 40 mm thick 77 Vitrified Size- 60 x 60 cm 78 interlock tiles / brick / block for road work 79 Cement Interlocking Block M - 30 grade , 60 mm Thick 80 Cement Interlocking Block M - 30 grade ,80 mm Thick 81 Cement Interlocking Block M - 30 grade , 100 mm Thick 82 FR PVC Insulated Copper Conductor Single Core Cable ISI Marked 83 1.50 Sq.mm. 84 2.50 sq. mm. 85 0.50 sq mm 86 1.00 sq. mm. 87 4.00 sq. mm. 88 6.00 sq. mm. 89 Local wood with fittings (for doors, windows and furniture) 90 Mango 91 Babul 92 Others 93 Factory made doors (30mm thick, solid core single leaf) 94 Structural steel 95 Iron (Tor steel Fe 415 / 500 for reinforcement) 96 Winding wire 18 yards 97 Iron girders 98 Conical iron / square bar / strip / angle iron) 99 Barbed iron wire (size 12 guage wire and 12 guage strad / 12 guage wire and 14 guage strad / 14 guage 100 Mesh 101 Iron mesh (24 gauge, 14 mesh) 102 Cement concrete mesh Akash Patal 40 mm thick 103 Glass 104 3 mm thick glass 105 Colour - Paint 106 Enamel Paint 107 Decolorant (Water Bound) 108 Lime - For Painting (Aras / Kali) 109 Primer (For Iron / Wood) 110 Petroleum Products 111 Diesel HSD 112 Mobil Oil 113 Bitumen Shalitex Board (25 mm thick) 114 Plain Sheet 115 G.I. Sheet 22 Gauge (0.80 mm) 116 G.I. Sheet 24 Gauge (0.63 mm) 117 M.S. Sheet 22 Gauge (0.80 mm) 118 M.S. Sheet 24 Gauge (0.63 mm) 119 Corrugated Sheet 120 G.I. Sheet 1 mm thick 121 GI Sheet 22 Gauge (0.80 mm ) 122 Aswests Cement Sheet 6 mm ( 2.5 / 2.75 x 1m) 123 Other Sheets 124 PVC Sheet 1 mm thick ( Coloured / Plain ) 125 Green Yellow Literof Expo Sheet (183 x 90 ) 126 Pipes 127 GI 15 mm dia ( B Class) 128 GI 20 mm dia ( B Class) 129 GI 25 mm dia ( B Class) 130 AC 75 mm dia 131 AC 100 mm dia 132 PVC 90 mm Diameter (with ring) 133 P.V.C. 110 mm. Diameter (with ring) 134 P.V.C. 140 mm. Diameter (with ring) 135 P.V.C. 110 mm. (2.5 kg / sq. cm) with coupler 136 Sanitary 137 Indian W.C. 138 Orissa W.C. 139 European W.C. 140 FOOT REST 141 Porcelain Urinal 430 * 350 * 300 mm with coupler, bracket and P.V.C. waste pipe 142 Wash - Basin 450 * 300 mm with coupler, bracket and P.V.C. Waste pipe 143 Stone Bore (S.W.) pipe 100 mm dia, 0.6m long, 144 C.P. Pillar Cock (dia 15 mm ) (IS MARK ) 145 C.P. Bibb Cock (dia 15 mm ) (IS MARK ) 146 125 mm dia CP GRATTING 147 R.C.C. NP3 Hume Pipe with Collar 148 1200 mm dia 149 1000 mm dia 150 750 mm dia 151 600 mm dia 152 450 mm dia 153 300 mm dia 154 Steel Conduit ISI MARKED 155 20 mm dia 156 25 mm dia 157 Charcoal 158 P.V.C. WATER TANK WITH COVER (Conforming to IS : 12701 - 1989) 159 13/0.20 mm Twin Car PVC Blank with Flange Flexible Copper Cable 160 Steel Fasteners 6 mm x 75 mm 161 PVC CONDUIT ISI MARKED 162 25 mm Diameter 163 20 mm Diameter 164 JUNCTION BOX 165 20 mm Two Way 166 20 mm One Way 167 25 mm Two Way 168 20 mm One Way(PVC) 169 MODULE GI BOX 170 For 3 Modules 171 For 2 Modules 172 MODULE BASE COVER & PLATE 173 For 2 Modules 174 For 3 Module 175 Module Switch One Way, ISI MRKED 176 SP 15 /16 Ampere 177 SP 5 /6 Ampere 178 Modular Socket Outlet, ISI MRKED 179 3 Pin 5 /6 Ampere 180 6 Pin 15 /16 Ampere 181 MCB DB 182 2+2way, SPN, Single door 183 2+4way, SPN, Single door 184 2+6way, SPN, Single door 185 GI Pipe (Medium grade) 186 15.00 mm dia 187 40.00 mm dia 188 Copper wire 8 SWG (4.00 mm dia) (0.117 kg/m) 189 CI/MS cover plate, attached to frame of locking arrangement 190 Approved Equipment Hire Rate (with POL & Driver) 191 Diesel Road Roller 8 to 10 ton 192 Sheep Foot Roller 193 Truck 9 ton 194 Tractor (25 - 40 HP) 195 Tractor with Trolley 196 Tractor Water Tanker Capacity 4000 Liter Water 197 Cement Concrete Mixer 5 - 7 Cubic Feet 198 Pumping Set 15 H. P. 199 NIDDLE / PLATE VIBRATOR WITH OPERATOR 200 CAMEL CARTRID / BELL CARTRID WITH DRIVER 201 GRINDING MACHINE WITH OPERATOR (LARGE, MOTOR DRIVEN) 202 COMPRESSOR 203 HYDROLIC EXCAVATOR / JCB (BUCKET CAPCITY 0.4 CUM) 204 DUMPER 205 SCRAPER 206 SHUTTERING OF WOODEN FROST, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 207 SHUTTERING OF PLY, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 208 SHUTTERING OF IRON PLATE, WITH BEINGS AND OTHER MATERIALS, ADDED AT SITE, REMOVED AFTER THE SPECIFIED PERIOD 209 WATER AND PUMPING EXPENSES (FILLING) 210 Grinding machine with operator (small, hand operated) 211 Iron frame for well (diameter 3 m, height 75 cm) with TP, to be installed at site, removed after stipulated period 212 Cultivator Earth transportation Door window Iron work Shuttering work Electricity work etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
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