View Bid Results For Rotavator Tenders

We found 3561 Bid Results related to rotavator tenders. You can find Contractor details who won rotavator tenders along with contract details in Bid awards announcements section.

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Showing 1–50 of 3561 tenders matching your filters
1.
Housing Urban and Rular Development #11483681 AOC
Tender for Excavation For Roadwork In Soil With Hydraulic Excavator Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M As Per Mort&H Clause No-3.06-301 , Construction Of Granular Sub-Base By Providing Close Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Clause 401 , Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. , Providing And Applying Primer Coat With Ss-2 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects. , Providing And Laying Tack Coat With Bitumen Vg-10 Using Pressure Distributor At The Rate Of 0.30 Kg. (As Per Uppwd) Per Sqm On The Prepared Primed Surface Cleaned With Mechanical Broom , Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Pla
Contract Date: Mar 17, 2026 Contract Value : ₹ 9.38 Crore
Government Departments No of Bidders 4
Uttar Pradesh View Result →
2.
Public Administrative Department #11481794 AOC
Tender For Annual Plan-Tholur Gp 2025-26 Vaysyan Kavu Ambalam Road Ward 12-P.No: 126/26-General Civil Work - RETTARING 2 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 3 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 4 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 5 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 6 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 7 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 8 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 IRISH DRAIN 10 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 11 OD469989/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref DSR 51.2.3. ) with MR 12 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jul 02, 2026 Contract Value : ₹ 2.83 Lakh
Government Departments No of Bidders 2
Kerala View Result →
3.
Public Administrative Department #11481750 AOC
Tender For Annual Plan-Moodadi G P 2025-26 Project No.132 -Arafapalliyil Poovankandi Kshethram Road Ward 1-General Civil Work - RETARRING 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD120324/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 9 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. 10 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6
Contract Date: Jul 03, 2026 Contract Value : ₹ 3.37 Lakh
Government Departments No of Bidders 1
Kerala View Result →
4.
Public Administrative Department #11481725 AOC
Tender For Annual Plan-Kurunnante Meethal Kodakkadan Kandi Road Renovation - 258/26-In Ward 1 In Vanimel Gp-General Civil Work - Compacting Original Ground
(i) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 3 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Contract Date: Jul 01, 2026 Contract Value : ₹ 1.68 Lakh
Government Departments No of Bidders 2
Kerala View Result →
5.
Public Administrative Department #11474690 Technical Bid
Tender for Clearing And Grubbing Road Land Including Up Rooting Wild Vegetation,Grass,Bushes,Shrubs,Sapling And Tree Of Girth Up To 300Mm,Removal Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Materials To Be Used Or Auctioned,Up To Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness As Per Technical Specification Clause201. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse An Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With As Per Technical Specification Clause 301.5 , S/Fixing Of Inaguration Stone Size 3X2 Including Writing With Required Pedestal & Photo Graphs
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
6.
Public Administrative Department #11474686 Technical Bid
Tender for Clearing And Grubbing Road Land Including Up Rooting Wild Vegetation,Grass,Bushes,Shrubs,Sapling And Tree Of Girth Up To 300Mm,Removal Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Materials To Be Used Or Auctioned,Up To Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm In Thickness As Per Technical Specification Clause201. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening/Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On Edging According To Lines,Graded And Cross Section Show On The Drawing Filling Joints With Sand And Earth, Spreading 25Mm Thick Layer Of Earth Over Burnt Brick Soling,Watering And Rolling As Per Technical Specification Clause412. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.75 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen (V G -10) Using Bitumen Pressure Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Surface Cleaned With Hydraulic Broom , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With As Per Technical Specification Clause 301.5 , S/Fixing Of Ingraution Stone Size 3X2 Including Writing With Required Pedestal & Photo Graphs
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
7.
Public Administrative Department #11465976 AOC
Tender for Annual Plan-Pr No 88/25-26 Perumboyil Puthukkudi Nadappatha-In Chelannur Gp-General Civil Work-.1 foot path 1.001 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 1.002 OD303580/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, without roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material 1.003 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jul 03, 2026 Contract Value : ₹ 84,084
Government Departments No of Bidders 1
Kerala View Result →
8.
Public Administrative Department #11405647 Technical Bid
Tender for Earth Work In Cutting Or In Embenkment In Moorum Or Soil Mixed With Kankar Or Gravel.Excacation To Be In The Form Of Reguler Pits Not Exceeding 1/2 Meter In Depth And E/W In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Incuding 1.50 Meter Lifts And 30 M Lead. The Earth Form Cutting To Be Used In Making Embankment Or To Be Deposited As Soil Banks Within 30.00 Meters Distance As Directed By The Engineer In Charge. Pwd Schedule Item No. 253 (A) , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , P/ Laying Reinforced Cement Concrete Pipe Np3 600 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , (Construction Of Rapta) Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand) Including Lift Up To 1.5 Meter (5Ft) And Lead Upto 30M (100Ft) And Including Filling,Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Direction By The Engineer-In-Charge Upto A Distance Of 30M(100Ft) From The Foundation Trenches.S.I. No-251 , Sand Filling In Plinth Including Supply Of Necessary Quantity Of Sand From A Distance Not Exceeding 8Km (5 Miles) From The Side Of Work & Including Watering ,Dressing Etc. Rate To Include Cost Of All Materials,Labour And Tools & Plants,Etc. Required For Proper Completion Of The Work.S.I. No-255 , Cement Concrete With 40 Mm Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 8:4:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. S.I.No. -281 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702.704, 1202 And 1204 (Rcr) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , P/ Laying Reinforced Cement Concrete Pipe Np3 1000 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702.704, 1202 And 1204 (Rcr) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12 : 6 : 1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. S.I.No. 273 , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Plain Cement Concrete With 20Mm Stone Grit, Approved Coarse Sand & Cement In The Proportion Of 1:2:4 I/C Cost Of All Material Labour And T&P Etc. Required For All Proper Complection Of Work S.I. No. 279A , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
9.
Public Administrative Department #11405646 Technical Bid
Tender for Earth Work In Cutting Or In Embenkment In Moorum Or Soil Mixed With Kankar Or Gravel.Excacation To Be In The Form Of Reguler Pits Not Exceeding 1/2 Meter In Depth And E/W In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Incuding 1.50 Meter Lifts And 30 M Lead. The Earth Form Cutting To Be Used In Making Embankment Or To Be Deposited As Soil Banks Within 30.00 Meters Distance As Directed By The Engineer In Charge. Pwd Schedule Item No. 253 (A) , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 1:4:8 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. (S.I.No. 281) , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702.704, 1202 And 1204 (Rcr) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
10.
Public Administrative Department #11405645 Technical Bid
Tender for Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 8:4:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 281 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
11.
Public Administrative Department #11405643 Technical Bid
Tender for Earth Work In Cutting Or In Embenkment In Moorum Or Soil Mixed With Kankar Or Gravel.Excacation To Be In The Form Of Reguler Pits Not Exceeding 1/2 Meter In Depth And E/W In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Incuding 1.50 Meter Lifts And 30 M Lead. The Earth Form Cutting To Be Used In Making Embankment Or To Be Deposited As Soil Banks Within 30.00 Meters Distance As Directed By The Engineer In Charge. Pwd Schedule Item No. 253 (A) , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702.704, 1202 And 1204 (Rcr) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
12.
Public Administrative Department #11405642 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , P/ Laying Reinforced Cement Concrete Pipe Np3 600 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
13.
Public Administrative Department #11405641 Technical Bid
Tender for Earth Work In Cutting Or In Embenkment In Moorum Or Soil Mixed With Kankar Or Gravel.Excacation To Be In The Form Of Reguler Pits Not Exceeding 1/2 Meter In Depth And E/W In Embankment To Be In 20 Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Incuding 1.50 Meter Lifts And 30 M Lead. The Earth Form Cutting To Be Used In Making Embankment Or To Be Deposited As Soil Banks Within 30.00 Meters Distance As Directed By The Engineer In Charge. Pwd Schedule Item No. 253 (A) , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 8:4:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 281 , Stone Masonry In Cement Mortar For Substructure Complete As Per Drawing & Technical Specification Clauses 702.704, 1202 And 1204 (Rcr) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , P/ Laying Reinforced Cement Concrete Pipe Np3 600 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
14.
Public Administrative Department #11405640 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , P/ Laying Reinforced Cement Concrete Pipe Np3 600 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
15.
Public Administrative Department #11405639 Technical Bid
Tender for Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Cement Concrete Pavement Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 1:4:8 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. (S.I.No. 281) , Class-150 Brick Work In 1:4 Cement And Fine Sand Of 1.25 Fineness Modulus Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. (S.I.No. 305) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawing And Technical Specifications Clauses1002,1005, 1010 And 1202 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Rcc 1:2:4) , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
16.
Public Administrative Department #11405638 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Up To 1.5 Meter Transporting To Sites Spreading Grading To Require Slope And Compaction To Meet Requirement Of Table 300.1 & 300.2 With A Lead Up To 1000 Meter As Per Mord Technical Specification Clause 301.5 Mord Sepecification 301.5(I) S.No. 3.4(Ordinary Soil) , Granular Sub-Base/Base/Surface Course With Local Materials (Table 400.13) By Mix In Place Method Normal Construction Of Granular Sub-Base By Providing Local Material Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Once And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Clause 401.4 As Per Technical Specification Clause 408. , Gsb Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , G-3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. (A) By Machenical Means , Provinding And Laying Of Rubble Moulded Zig Zag Interlocking Concrete Block Pavements Having Thickness 80 Mm As Per Drawings And Technical Specification Clause 1504. , Earth Work In Excavation In Foundation In Ordanary Soil Lead Up To 30 M And Lift Up To 1.50 M I/C All Complete As Per Directed By Engineer In Charge.Si No. 251 , Sand Filling In Foundation For Stabilization Of Foundation Earth I/C All Complete As Per Directed By Engineer In Charge.Si No. 255 , Cement Concrete With 4Cm (1/2) Gauge Approved Stone Ballast, Approved Coarse Sand. Cement In The Proportion 12:6:1 Including Supply Of All Materials,Labour And Tools And Plants Etc. Required For Proper Completion Of The Work. As Per Si No. 273 , Brick Work With Class M-150 Bricks In Sand & Cement Mortar In Proportion Of 4:1In Foundation And Plinth I/C Supply Of All Material ,Labour ,T&P Etc Required For Proper Completion Of Work All Complete As S.I. No. 305 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clauses 802, 803, 1202 & 1203 (Pcc 1:2:4) , Plaster With Cement Mortar (1:4) 15Mm Thick On Brick Work In Subsructrure As Per Technical Specification Clauses 613.4 And 1204 , P/ Laying Reinforced Cement Concrete Pipe Np3 600 Mm Dia As Per Design In Single Row As Per Data Book special repair No 9.3 Mord Specification 1100 C , Supply And Fixing Of Sign Boad With Of Complete Or As Per Directed By Engineer Charges.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
17.
Public Administrative Department #11382386 AOC
Tender For Annual Plan-Thurayur Gp Annual Plan 2025-26(Pro.No:70/26)-Mananthadu Pranthan Purath Road Improvement-General Civil Work - ROAD 2 3.1:Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 3 OD47861/2025-2026:Granular Sub-base with scarified material By Mix in Place Method
Construction of granular sub-base by providing scarified material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 5 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 6 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jun 27, 2026 Contract Value : ₹ 5.07 Lakh
Government Departments No of Bidders 2
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18.
Public Administrative Department #11382379 AOC
Tender for Annual Plan-Pr No 382/25-26 Koranjikandi Kakkur Mala Nadappatha Punarudharanam Ward 4-In Chelannur Gp-General Civil Work-.1 concrete work 1.001 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry 1.002 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 1.003 OD257298/2025-2026:Dry rubble masonry :-Dry rubble without concrete levelling course masonry using dept. rubble includuing packing to compactness to lines and levels for road protection to with stand the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site 1.004 OD257299/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (od based on 60.7.1 in DAR) 1.005 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 1.006 OD257300/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material 1.007 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Contract Date: Jun 27, 2026 Contract Value : ₹ 2.40 Lakh
Government Departments No of Bidders 2
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19.
Public Administrative Department #11367861 AOC
Tender For Annual Plan-Thurayur Gp Annual Plan 2025-26(Pro.No:73/26)-V K Krishnamenon Road Improvement-General Civil Work - ROAD 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD132717/2025-2026:Granular Sub-base with scarified material By Mix in Place Method
Construction of granular sub-base by providing scarified material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 9 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Contract Date: Jun 25, 2026 Contract Value : ₹ 6.77 Lakh
Government Departments No of Bidders 2
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20.
Public Administrative Department #11367858 AOC
Tender For Annual Plan-Thurayur Gp Annual Plan 2025-26(Pro.No:77/26)-Mananthadu Choorakkadu Vayal Road Improvement-General Civil Work - ROAD 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD103515/2025-2026:Granular Sub-base with scarified material By Mix in Place Method
Construction of granular sub-base by providing scarified material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 5 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 9 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 10 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) 11 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Contract Date: Jun 25, 2026 Contract Value : ₹ 5.08 Lakh
Government Departments No of Bidders 1
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21.
Public Administrative Department #11367855 AOC
Tender For Annual Plan-2025-26 Varandarappilly Gp Pr No 87/25 Pallikkunnu Snehanagar Road Tarring -In Ward 22-General Civil Work - Tarring of road 2 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 3 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil. 4 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 5 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 6 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual MeansType A(II) Bitumen (S-65) 8 OD146874/2025-2026:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.
Contract Date: Jun 25, 2026 Contract Value : ₹ 2.09 Lakh
Government Departments No of Bidders 2
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22.
Public Administrative Department #11367178 AOC
Annual Plan-Moonniyur GP (2025-26) Pno : 385-Tharayamkandam Valiyaparambu road in ward 03-General Civil Work -- 1 Concrete 2 3.2:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 3.5.2:Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 OD293266/2025-2026: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade 5 OD269269/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401.(i) For Grading I Material 6 OD269270/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Contract Date: Jun 25, 2026 Contract Value : ₹ 6.52 Lakh
Government Departments No of Bidders 2
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23.
Housing Urban and Rular Development #11344679 Price Bid
Tender For Patch Repair In Vikashkhand Muhhamadabad Odr And Vr Group-1- 1 W.B.M (Grade-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53Mm To 22.4Mm To Water Bound Macadam (G-3) Specification Including Spreading In Uniform Loose Thickness Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Dust To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting 7.50 Cm Thickness To The Required Density Grading 3 As Per Technical Specification Clause 405. ( Excluding Gst) 2 Ctbproviding , Laying And Spreading Material On A Prepared Subgbase Adding Cement @ 4% By Weight To The Spread Material Manually, Mixingin Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Sub Base. ( Excluding Gst) 3 Providing And Applying Primer Coat With Bitumen Slow Setting Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means.As Per Technical Specification Clasue 502. (Including All Material, T&P Labour Cess Etc But Excluding Gst)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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24.
Housing Urban and Rular Development #11344677 Price Bid
Tender For Patch Repair In Vikashkhand Muhhamadabad Odr And Vr Group-2- 1 W.B.M (Grade-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53Mm To 22.4Mm To Water Bound Macadam (G-3) Specification Including Spreading In Uniform Loose Thickness Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Dust To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting 7.50 Cm Thickness To The Required Density Grading 3 As Per Technical Specification Clause 405. ( Excluding Gst) 2 Ctbproviding , Laying And Spreading Material On A Prepared Subgbase Adding Cement @ 4% By Weight To The Spread Material Manually, Mixingin Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Sub Base. ( Excluding Gst) 3 Providing And Applying Primer Coat With Bitumen Slow Setting Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means.As Per Technical Specification Clasue 502. (Including All Material, T&P Labour Cess Etc But Excluding Gst)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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25.
Housing Urban and Rular Development #11344672 AOC
Tender For Patch Repair In Vikashkhand Kasimabad Odr And Vr Group-2- 1 W.B.M (Grade-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes 53Mm To 22.4Mm To Water Bound Macadam (G-3) Specification Including Spreading In Uniform Loose Thickness Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Dust To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting 7.50 Cm Thickness To The Required Density Grading 3 As Per Technical Specification Clause 405. ( Excluding Gst) 2 Ctbproviding , Laying And Spreading Material On A Prepared Subgbase Adding Cement @ 4% By Weight To The Spread Material Manually, Mixingin Place With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Sub Base. ( Excluding Gst) 3 Providing And Applying Primer Coat With Bitumen Slow Setting Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means.As Per Technical Specification Clasue 502. (Including All Material, T&P Labour Cess Etc But Excluding Gst)
Contract Date: Jul 02, 2026 Contract Value : ₹ 17.54 Lakh
Government Departments No of Bidders 2
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26.
Water Resources and Irrigation #11342285 AOC
Amrut-Supply, Erecting And Commissioning Of Various Pump Sets, Other Necessary Equipment For 107 Mld Sewerage Treatment Plant At Muttathara-Supply, Erecting And Commissioning Of Various Pump Sets, Other Necessary Equipments For 107 Mld Sewerage Treatment Plant At Muttathara-Sewerage Work- 1 SUPPLY, ERECTING AND COMMISSIONING OF PUMP SETS 2 OD149149/2023-2024:Supply, Erecting and Commissioning of 75 HP non clog pump set for RAS (Head – Up to 20 M) 3 OD149154/2023-2024:Supply, Erection and Commissioning of 5 HP non clog pump set for WAS (Total Head :14 M ) 4 OD149153/2023-2024:Supply, Erecting and Commissioning of 5 HP centrifugal dewatering pump set for RAS 5 OD17699/2025-2026:Supply, Erecting and Commissioning of80 HP Submersible pump set for inlet(Head : Up to 20 M) 6 OD18102/2025-2026:Supply, installation, and commissioning of minimum 100 LPH RO water purifier of standard make with 304-grade stainless steel skid and housing, comprising multi-stage purification system including pre-filter, sediment filter, activated carbon filter, RO membrane, UV disinfection unit, auto-flush system, and mineral cartridge; suitable for continuous commercial use and delivering safe, high-quality drinking water. 7 OD18758/2025-2026:Supply of 10 HP portable submersible sludge pump, 3-phase, suitable for handling slurry and sewage, maximum head up to 20 meters, solid handling capacity up to 50 mm, abrasion-resistant impeller, thermal protection, 15 m power cable, and 30 meters of heavy-duty discharge hose (100 mm dia) with quick couplings. 8 Supply and installation soft starter and motorized chain pulley 9 OD149170/2023-2024:Supply of motorized chain pulley block with 3-ton lifting capacity and 10-meter lift height, featuring electric motorized operation with electromagnetic or disc brake system, pendant control for easy operation, limit switches for safety, and overload protection, conforming to IS/ISO standards. 10 OD16970/2025-2026:Supply and installation of soft starter for MCC unit ( For 60 HP motor XS4000,115A,M200-525VACC110/ 220VAC), MNX140 3P 240V CONTACTOR and SEMI CONDUCTOR FUSE 170M3015 11 OD18097/2025-2026:Supplying, fixing, and testing 50W LED hanging type well glass light, weatherproof (IP65) 12 OD18264/2025-2026:Supply and installation of 10-meter hot-dip galvanized double-arm octagonal street light pole with 2×120W LED luminaires, including internal wiring, weatherproof junction box, connections, and earthing. Complete with foundation bolts and RCC pedestal. Includes supply, erection, and commissioning 13 Installation of CCTV camera 14 OD16801/2025-2026:Supplying & fixing HIKVISION 5 MP Varifocal IP Bullet Camera CAMERA 15 OD16892/2025-2026:Supplying, fixing and commissioning 4MP IP DOME CAMERA 16 OD16891/2025-2026:Supplying, fixing and commissioning HIKVISION 4MP IP BULLET CAMERA 40M 17 OD16890/2025-2026:Supplying, fixing and commissioning HIKVISION 32CH NVR 18 OD16889/2025-2026:Supplying, fixing and commissioning 8 PORT POE SWITCH 19 OD16888/2025-2026:Supplying & fixing 6U RACK & ACCESSORIES 20 OD16887/2025-2026:Supplying & fixing 9U RACK& ACCESSORIES 21 OD16886/2025-2026:Supplying & fixing CAMERA BOX 22 OD16885/2025-2026:Supplying & fixing CAT6 CABLE & PIPING (including excavation) 23 OD16884/2025-2026: Supplying and fixing pole with all accessories. 24 OD16920/2025-2026:Supplying and fixing 55-inch, 4K, LED, Smart TV (Samsung/LG/Sony) 25 OD16919/2025-2026:Supplying & fixing RECEIVER & TRANSMITTER UNIT 26 OD16918/2025-2026:Supplying & fixing L & T EXTENSION 5MTR 27 OD16917/2025-2026:Supplying & fixing 5 PORT GIGABYTE SWITCH 28 OD16916/2025-2026:Supplying & fixing HDMI CABLE 3MTR 29 OD16915/2025-2026:Supplying & fixing RACK & PIPE ACCESSORIES, 30 OD16914/2025-2026:INSTALLATION CHARGE FOR CAMERA& NVR 31 OD16913/2025-2026:Supplying & installation of rack 32 New Road formation: Tarring inside STP compound 33 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 34 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method 35 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 36 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. 37 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 38 OD18679/2025-2026:Providing 40mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @2.50Kg/10m2 and spreading the hot premix of 0.32m3 of 24mm, 0.22m3 of 12mm departmental metal mixed with 22.08Kg of bitumen per 10m2, rolling to dense surface, then spreading the seal coat comprising of 0.09m3 of 6mm metal mixed with 8.64kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc. complete excluding the cost of 24mm ,12mm ,6mm metal(Total usage of bitumen 33.22 Kg per 10m2) (I.R.C 3.4.2) 39 OD18716/2025-2026:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement(IRC 3.2. 1.a) 40 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) 41 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) 42 Infrastructure Improvement Works at STP 43 OD17712/2025-2026:Supply and installation of UV-resistant HDPE with 12mm mesh ( 2meter height) for durability. Support poles are galvanized iron pipes (2-inch dia, 6 ft height) for stability. Stainless steel clamps & UV-resistant plastic ties ensure secure fitting. Concrete footing with excavation and earthwork provides pole stability. Skilled labor ensures proper installation 44 OD17711/2025-2026:Supply and spray a non-toxic, bio-friendly herbicide or a selective herbicide, with an application rate of 5 to 10 liters per hectare, ensuring effective weed control over an area of 1 hectare. 45 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 46 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 47 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) 48 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 49 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars 50 OD17710/2025-2026:Supply & installation of high-quality polyester sun control film with UV-blocking, heat resistance (99% UV, 60% heat rejection), 2–4 mil thickness, bubble-free installation, and 5-year warranty. 51 OD17709/2025-2026:Fire extinguishers (10L dry powder and 4.5kg CO₂) shall be installed as per IS: 2190 with inspection cards. Fire buckets with MS stands, safety posters, and caution notices in Malayalam and English shall be provided for compliance. 52 Providing roofing for DG, Inlet outdoor panels and mechanical screener 53 100.98.1009:Engaging Fitter ( grade 1). 54 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 55 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 56 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 57 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 58 50.12.1.1:Providing & fixing PVC corrugated roofing sheets of good quality up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8 mm dia G. I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 59 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 60 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 61 Replacement of leaking flanged pipes inside the inlet well 62 OD17790/2025-2026:Supply, conveyance, and fixing of 300mm double flanged DI K9 pipe, including scaffolding, fabrication if required (cutting, flange welding), and providing necessary fittings, nuts, bolts, rubber gaskets, and insertion rubber sheets for proper and safe installation at site. 63 OD17835/2025-2026:Dismantling existing 300 mm DI pipes carefully using crane/manual handling with all necessary safety measures, and stacking the removed materials within 50 meters as directed by the Engineer-in-Charge 64 Provision forEntry of Trucks from Rear Side of STP 65 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar 66 2.6.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 67 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 68 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 69 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 70 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 71 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. 72 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 73 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 74 13.82.1:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat 75 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes 76 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 77 Security room (4m x 3m) at back entrance of STP 78 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 79 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 80 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 81 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 82 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 83 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. 84 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). 85 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 86 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 87 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 88 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 89 OD17944/2025-2026:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including MS grill with suitable spacing and ISI marked M.S pressed butt hinges bright finished of required size with necessary locking arrangements. 90 OD17947/2025-2026:Electrical work including internal lighting, fan, switches, DB, concealed wiring, and one external LED light with pole/bracket for night visibility, complete with connections, fittings, and testing as per direction of Engineer-in-Charge. 91 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Contract Date: Jun 23, 2026 Contract Value : ₹ 2.52 Crore
Local Bodies No of Bidders 1
Kerala View Result →
27.
Water Resources and Irrigation #11342284 AOC
Tender For Jal Jeevan Mission (Jjm)-Clear Water Pumping Main To Trippakadu 8Ll,Valiyavila 6.1Ll,Paramugal 6Ll-Clear Water Pumping Main To Trippakadu( 300Mm Di And 250Mm Di)-Pipeline Work - Supplying,Laying,Testing and Commissioning of Clear Water Pumping Main /Gravity Main- Woking Charges 2 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. 3 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. 4 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. 5 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. 6 2.20.2:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 1.5 m but not exceeding 3 m 7 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. 8 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. 9 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. 10 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. 11 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. 12 18.83.6:Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe 13 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe 14 18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes 15 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe 16 100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA 17 100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA 18 100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I. 19 100.31.1.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class I. 20 100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve. 21 Construction of Valve Chamber,Anchor Blocks,Stream Crossing and Miscellaneous works 22 2.6.1: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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 23 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 24 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 25 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 26 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 27 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 28 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 29 Cost of Pipes and Specials 30 100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm. 31 100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. 32 100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm. 33 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. 34 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. 35 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia 36 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia 37 OD80665/2024-2025:Supplying and fixing C.I with cover and frame for manholes:
560 mm diameter ( heavy duty) the weight to be not less than 208 kg 38 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. 39 100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. 40 Restoration work 41 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 42 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method 43 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 44 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. 45 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 46 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) 47 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) 48 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 49 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsRCC Grade M20 - Using Concrete Mixer - (Without formwork) 50 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
Contract Date: Jun 23, 2026 Contract Value : ₹ 3.22 Crore
Local Bodies No of Bidders 2
Kerala View Result →
28.
Public Administrative Department #11336982 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , Supply Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class With Coller Si No Non Schedule Item No 5(Iv) , Laying And Fixing Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class (Labour Only) Si No Non Schedule Item No 5A(Iv) , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , Struck Pointing With Cement Mortar Consisting Of One Part Cement And 2 Part Of Fine Sand Of 1.25 F.M On Brick Work Including Of All Material Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No 574 , Supply Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5(I) , Laying And Fixing Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5A(I) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
29.
Public Administrative Department #11336977 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Wbm Grading 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 With 45 -63 Mm Stone Ballast As Per Technical Specification Clause 405) , Wbm Grading Iii Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Providing And Applying Prime Coat With Emulsion Ss1 Using Bitumen Distributor The Prepared Granular Surfaces Including Cleaning Of Road Surface And Spraying Primer @ Rate Of 0.70-1.00 Kg /Sqm Using Mechanical Means As Per Technical Specification Clause 502. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet (Surfacing) Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type As Per Technical Specification Clause 508) (Used By Paver Finisher) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C With Vg10 Bitumin As Per Technical Specification Clause 510. , Brick Edging On Both Side Of The Road Of First Class Brick 8Cm (3)Wide And 12Cm (4.5)Deep Laid With Mud Mortar Including Labour Supply Of Brick Finish To Required Template And Proper Aligment And Also Including Dressing And Ramming The Excavated Earth As Directed By Engineer In Charge Si.No 765 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 20Mm Gauge Approved Stone Grit, Approved Coarse Sand And Cement In Proportion Of 4:2:1 Including Supply Of All Material, Labour, And T&P With Mixure Machine And Vibrator Etc. Required For Proper Completion Of Work. As Per Sino. 279 (I) , Struck Pointing With Cement Mortar Consisting Of One Part Cement And 2 Part Of Fine Sand Of 1.25 F.M On Brick Work Including Of All Material Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No 574 , Supply Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5(I) , Laying And Fixing Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5A(I) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
30.
Public Administrative Department #11336972 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Tech , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , 12Mm Thick Plaster With Cement Mortar Consisting Of One Part Of Cement And 4 Parts Of Coarse Sand Of 2.25 Fm On Brick Work Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work. (Pwd Si No. 584I ) , Supply Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class With Coller Si No Non Schedule Item No 5(Iv) , Laying And Fixing Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class (Labour Only) Si No Non Schedule Item No 5A(Iv) , Supply And Fixing Of 75Mm Dia Pvc Pipe Si No 730 C , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
31.
Public Administrative Department #11336970 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Concrete With The 4 Cm Guage Brick Ballast,Fine Local Sand Of 1.25 F.M And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material And T&P Etc. Required For Proper Completion Of The Work As P.W.D S.I. No 273 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Ii ( With 45-63 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , First Class Brick Work In 1:4 Cement And Coarse Sand Morter In Foundation & Plinth Inculding Supply Of All Materials Labour T & P Etc.Required For Proper Completion Of Work. As Per S.I. No. 305. , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc.Required For Proper Completion Of Work As Directed By Engineer-In-Charge , Supply & Fixing Of Informatory Sign Board Rates Sanction Se/Red
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
32.
Public Administrative Department #11336968 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Concrete With The 4 Cm Guage Brick Ballast,Fine Local Sand Of 1.25 F.M And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material And T&P Etc. Required For Proper Completion Of The Work As P.W.D S.I. No 273 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Ii ( With 45-63 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Iii ( With 22.40-53 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen Emulsion(Rs-1) Using Emulsion Distributor @ 0.275 Kg. Per Sqm. On The Prepared Granuler Surface Treated With Priner & Cleaned With Hydaulic Broom As Per Technical Specification Clause 503. , Providing,Laying And Rolling Of Open Graded P.C. Of 20Mm Thickness Composed Of 13.2Mm To 5.6Mm Aggregates Eigher Using Penetration Grade Bitumen Or Emulsion To Required Line Grade And Level To Serve As Wearing Course On A Previously Prepared Base I/C Mixing In A Suitable Plant, Laying And Rolling With A Three Wheeld 80-100 Kn Static Roller Capacity, Finished To Required Level And Gredes To Be Followed By Seal Coat As Per Technical Specification Clause 508 , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510 , Brick Edging On Both Side Of The Road Of First Class Bricks 8Cm Wide And 12Cm Deep Laid ..........Comp..As Per S.I.No.765 , First Class Brick Work In 1:4 Cement And Coarse Sand Morter In Foundation & Plinth Inculding Supply Of All Materials Labour T & P Etc.Required For Proper Completion Of Work. As Per S.I. No. 305. , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc.Required For Proper Completion Of Work As Directed By Engineer-In-Charge , Supply Of Reinforced Cement Concrete Hume Pipe Np-3 Class (Including Cartage Up To Site) 300 Mm Of Dia As Per Ch.20 Non Schedule Item No.5 (Iv) , Laying & Fixing Of Reinforced Cement Concrete Hume Pipe Np-3 Class 300 Mm Of Dia As Per Ch.20 Non Schedule Item No.5 (A) (Iv) , Supply & Fixing Of Informatory Sign Board Rates Sanction Se/Red
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
33.
Public Administrative Department #11336965 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Wbm Grading 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 With 45 -63 Mm Stone Ballast As Per Technical Specification Clause 405) , Wbm Grading Iii Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Providing And Applying Prime Coat With Emulsion Ss1 Using Bitumen Distributor The Prepared Granular Surfaces Including Cleaning Of Road Surface And Spraying Primer @ Rate Of 0.70-1.00 Kg /Sqm Using Mechanical Means As Per Technical Specification Clause 502. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet (Surfacing) Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type As Per Technical Specification Clause 508) (Used By Paver Finisher) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C With Vg10 Bitumin As Per Technical Specification Clause 510. , Brick Edging On Both Side Of The Road Of First Class Brick 8Cm (3)Wide And 12Cm (4.5)Deep Laid With Mud Mortar Including Labour Supply Of Brick Finish To Required Template And Proper Aligment And Also Including Dressing And Ramming The Excavated Earth As Directed By Engineer In Charge Si.No 765 , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
34.
Public Administrative Department #11336961 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Tech , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Wbm Grading 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 With 45 -63 Mm Stone Ballast As Per Technical Specification Clause 405) , Wbm Grading Iii Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Providing And Applying Prime Coat With Emulsion Ss1 Using Bitumen Distributor The Prepared Granular Surfaces Including Cleaning Of Road Surface And Spraying Primer @ Rate Of 0.70-1.00 Kg /Sqm Using Mechanical Means As Per Technical Specification Clause 502. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.275 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet (Surfacing) Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type As Per Technical Specification Clause 508) (Used By Paver Finisher) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C With Vg10 Bitumin As Per Technical Specification Clause 510. , Brick Edging On Both Side Of The Road Of First Class Brick 8Cm (3)Wide And 12Cm (4.5)Deep Laid With Mud Mortar Including Labour Supply Of Brick Finish To Required Template And Proper Aligment And Also Including Dressing And Ramming The Excavated Earth As Directed By Engineer In Charge Si.No 765 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 20Mm Gauge Approved Stone Grit, Approved Coarse Sand And Cement In Proportion Of 4:2:1 Including Supply Of All Material, Labour, And T&P With Mixure Machine And Vibrator Etc. Required For Proper Completion Of Work. As Per Sino. 279 (I) , White Washing Two Coat , Including Supply Of All Materials Labour & T&P Etc As Per Si No 671+672 , Struck Pointing With Cement Mortar Consisting Of One Part Cement And 2 Part Of Fine Sand Of 1.25 F.M On Brick Work Including Of All Material Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No 574 , Supply Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5(I) , Laying And Fixing Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5A(I) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
35.
Public Administrative Department #11336959 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Iii ( With 22.40-53 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , Concrete With 4 Cm. Gauge Brick Ballast, Final Local Sand Of 1.25 Fm And Cement In Proportion Of 12 :6 : 1 In Foundation And Under Floor, Including Supply Of All Material With Mixer Machine, Labour And T & P Etc. Required For Proper Completion The Work.As Per S.I. No. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Morter In Foundation & Plinth Inculding Supply Of All Materials Labour T & P Etc.Required For Proper Completion Of Work. As Per S.I. No. 305. , 12 M.M. Thick Plaster With Cement Mortar Consisting Of One Part Of Cement And 5 Part Of Coarse Sand Of 2.25 Fm On Brick Work Including Supply Of All Material, Labour, T&P Etc.S.I No 584(I). , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc.Required For Proper Completion Of Work As Directed By Engineer-In-Charge , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm. Gauge Approved Stone Ballast In The Proportion Of 1:1½:3 In Lintels Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Necessary Centering And Shuttering Etc. And Also Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion Of The Work. As Per S.I. No. 283A. , Mild Steel Or Iron Work In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastage And Over Lapping & Hooks. S.I.No. 504 , Supply/Fixing Of Informatory Sign Board.........I/C Painting,Writing & Fixing At Site.... Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
36.
Public Administrative Department #11336953 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Iii ( With 22.40-53 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , Concrete With 4 Cm. Gauge Brick Ballast, Final Local Sand Of 1.25 Fm And Cement In Proportion Of 12 :6 : 1 In Foundation And Under Floor, Including Supply Of All Material With Mixer Machine, Labour And T & P Etc. Required For Proper Completion The Work.As Per S.I. No. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Morter In Foundation & Plinth Inculding Supply Of All Materials Labour T & P Etc.Required For Proper Completion Of Work. As Per S.I. No. 305. , 12 M.M. Thick Plaster With Cement Mortar Consisting Of One Part Of Cement And 5 Part Of Coarse Sand Of 2.25 Fm On Brick Work Including Supply Of All Material, Labour, T&P Etc.S.I No 584(I). , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc.Required For Proper Completion Of Work As Directed By Engineer-In-Charge , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm. Gauge Approved Stone Ballast In The Proportion Of 1:1½:3 In Lintels Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Necessary Centering And Shuttering Etc. And Also Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion Of The Work. As Per S.I. No. 283A. , Mild Steel Or Iron Work In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastage And Over Lapping & Hooks. S.I.No. 504 , Supply/Fixing Of Informatory Sign Board.........I/C Painting,Writing & Fixing At Site.... Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
37.
Agriculture #11324773 Technical Bid
Tender for Supply, Installation And Commissioning Of Agricultural Machinery And Implements Tractor 50 Hp, Double Palti Nagar Or Plough, Automatic Seed Drill 7 Teen, Rotavator 5 Ft, Cultivator 9 Teeth And Dumping Trailor 5 Ton. , Supply, Installation And Commissioning Of Of Agricultural Machinery & Implements , Tractor 50 Hp As Per Minimum Technical Specifications Mentioned In The Bid Document , Double Palti Nagar/Plough As Per Minimum Technical Specifications Mentioned In The Bid Document , Automatic Seed Drill 7 Teen As Per Minimum Technical Specifications Mentioned In The Bid Document , Rotavator 5 Ft As Per Minimum Technical Specifications Mentioned In The Bid Document , Cultivator 9 Teeth As Per Minimum Technical Specifications Mentioned In The Bid Document , Dumping Trailor 5 Ton As Per Minimum Technical Specifications Mentioned In The Bid Document
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Maharashtra View Result →
38.
Public Administrative Department #11324666 AOC
Construction work of road and drain from Manu Raos house to Dr. Krupa Narayan Singhs house on Doria Hata Road - Earthwork in cutting or in embankment ordinary soil (loam, clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork embankment to be in 20 cm layer including the ramming and dressing the surface to required leves slopes and also 1.5 meter lift and 30 mt lift and 30 mtr lead . The earth from cutting to be deposited as spoil bank with in 30 mtr distance as directed by the engineer incharges as per SI No. 253 (including royalty ) with cartaige earth. Same as above item but in the earth cartage from 5 km distance on kachha 2 Excavation in Foundation in ordinary soil including lift upto 1.5 mas per S.I. No.-251 3 Cement Concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all Materials labour and Tools and plants etc. required for the proper Completion of work.As Per S.I. No.-273 4 Construction of granual sub-base(GSB) by providing well graded material, spreading in uniform layars with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as Technical specification clause 401. 5 Providing, laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. inc. spreading in uniform thickness, hand packing,rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3compacted thickness 75 mm 6 Class 150 sub class A brick work in 1:4 cement and fine sand mortar in foundation and plinth including supply of aii matarials , labour and T&P etc required for the proper completion of the work As Per S.I. No.-305 7 Providing and laying 125 micron polysheet on road top over PCC in respect of all complete 8 Laying Cement Concrete on Base Road Top with 2.0 cm gauge Stone ballast,coarse sand and cement in the proportion 3:1.5:1 over prepared subgrade including supply of all materials labour and tools and plants etc. required for the proper completion of work S.I.No. 773(2) 9 Making of Construction Joint 10 Sign Board/Photography of Site
Contract Date: Jun 20, 2026 Contract Value : ₹ 9.43 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
39.
Public Administrative Department #11318635 Technical Bid
Tender for Dismantling Damage Tiles Including Stacking Of Dismantled Materials As Directed By Engineer In Charge As Per Si No 698 And Transpoted Lead 1 Km Etc Complete Work. , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto Granular Sub-1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table-300.1 And 300.2 With A Lead Upto 8 Km As Per Technical Specification Of Mort&H , M-150 Class Brick Work In 1:4 Cement & Coarse Sand 2.20 F.M. Mortar In Foundation And Upto Plinth Level Including Supply Of All Materials, Labour And T&P Etc. Requried For Proper Completion Of The Work As Per Si No 305(A). , Cement Concrete With 2 Cm Gauge Approved Stone Ballast, Coarse Sand & Cement In The Proportion Of 1:1.5:3 Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work As Per Si No 279(B). , 12 Mm Thick Plaster With Cement And Fine Sand Of 1.25 Fineness Modules Mortar In 1:4 Over Brick Work Minimum Thickness Not To Be Less Than 1Cm. Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work As Per Si No 582. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density Etc Complete As Per Technical Specifications. , Supply And Laying 80Mm Thick Cement Interlocking Tiles With 4 Cm Cushin Fine Sand Layer All Material, Labour And T&P Etc.Complete Work. Old Tiles , Gst @ 18%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
40.
Public Administrative Department #11314661 AOC
Tender For Annual Plan-Edappatta GP 2025-26,Pro.No: 56/26,Puliyakkodu - Pallattilpadam road-in ward 7-General Civil Work-Owned by Edappatta GP - Appendix A- Road Retarring 2 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 4 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 5 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual Means :- Type A(II) Bitumen (S-65) 6 OD192942/2025-2026:Granular Sub - base with Well Graded Msterial (Table 400.1) (A) By mix in place method Construction of Granular Sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with plate Vibrator to achieve the desired density , complete as per Technical Specification Clause 401(i) For Grading 1 Material. 7 OD118220/2025-2026:Providing plain cement concrete for road work CC 1:2:4 (1 cement. 2 fine aggregate 4 course aggregate)laid to required slope and camber in panels (@3m c/c)as required including compaction , and tamping etc complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification. (i)Nominal mix (1:2:4) 8 OD118207/2025-2026:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing
Contract Date: Jun 18, 2026 Contract Value : ₹ 5.50 Lakh
Government Departments No of Bidders 2
Kerala View Result →
41.
Public Administrative Department #11314659 AOC
Tender For Annual Plan-Edappatta GP 2025-26,Pro.No:67/26,Minorbazar - Kodakkadankunnu Padam road-in ward 8-General Civil Work-Owned by Edappatta GP - Appendix A- Road Concreting 2 OD176791/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to 1.5 m all kind of soil. 3 OD176830/2025-2026:Granular Sub - base with Well Graded Msterial (Table 400.1) (A) By mix in place method Construction of Granular Sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with plate Vibrator to achieve the desired density , complete as per Technical Specification Clause 401(i) For Grading 1 Material. 4 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 5 OD176832/2025-2026:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing
Contract Date: Jun 18, 2026 Contract Value : ₹ 3.81 Lakh
Government Departments No of Bidders 2
Kerala View Result →
42.
Public Administrative Department #11314655 AOC
Tender For Annual Plan-Edappatta Gp 2025-26,Pro.No: 282/26, Mailadi Moonadiroad Ward 8-.-General Civil Work-Owned By Edappatta Gp - Appendix A-Irish drainage 2 3.2:Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 OD260922/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to 1.5 m all kind of soil. 4 OD260920/2025-2026:Granular Sub - base with Well Graded Msterial (Table 400.1) (A) By mix in place method Construction of Granular Sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with plate Vibrator to achieve the desired density , complete as per Technical Specification Clause 401(i) For Grading 1 Material. 5 OD260921/2025-2026:Filling up low laying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. 6 OD260925/2025-2026:Providing plain cement concrete for road work CC 1:2:4 (1 cement. 2 fine aggregate 4 course aggregate)laid to required slope and camber in panels (@3m c/c)as required including compaction , and tamping etc complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification. (i)Nominal mix (1:2:4) 7 OD260929/2025-2026:Providing and fixing Granite of any colour and shade for Name board,of required size laid over base of cement morter 1:4 (1 cement : 4 coarse sand), Including all charges etc complete at all levels, Including lettering & fixing
Contract Date: Jun 18, 2026 Contract Value : ₹ 5.92 Lakh
Government Departments No of Bidders 2
Kerala View Result →
43.
Public Administrative Department #11275727 AOC
Annual Plan-Proj.No:177/2025-26:Thrikkakara Mun:-ward 40-General Civil Work- 1 Road work 2 2.5.1.B:Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
(I) By Manual Means
(B) Cement Concrete 3 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 4 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 5 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) 6 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
IV. R.C.C grade M 20 7 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 8 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material 9 OD321934/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
Contract Date: Jun 11, 2026 Contract Value : ₹ 7.44 Lakh
Government Departments No of Bidders 3
Kerala View Result →
44.
Public Administrative Department #11269144 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , Supply & Fixing Of Informatory Sign. Board
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
45.
Public Administrative Department #11269141 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness Hand Packing Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber Applying And Brooming Stone Screening / Binding Material To Fill Up The Interstics Of Coarse Aggregate, Watering And Compacting To The Required Dencity . Grading - Iii ( With 22.40-53 Mm Size Stone Ballast) As Per Technical Specification Clause 405. , Cement Concrete With 4 Cm Guage Approved Stone Grit, Approved C /Sand & Cement In Proportion Of 8:4:1 Including Supply Of All Materialand T&P Etc. Required For Proper Completion Of Work P.W.D. Si N0. 281 (I) , First Class Brick Work In 1:4 Cement And Coarse Sand Morter In Foundation & Plinth Inculding Supply Of All Materials Labour T & P Etc.Required For Proper Completion Of Work. As Per S.I. No. 305. , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc.Required For Proper Completion Of Work As Directed By Engineer-In-Charge , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm. Gauge Approved Stone Ballast In The Proportion Of 1:1½:3 In Lintels Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Necessary Centering And Shuttering Etc. And Also Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion Of The Work. As Per S.I. No. 283A. , Mild Steel Or Iron Work In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of All Steel And Wastage And Over Lapping & Hooks. S.I.No. 504 , Supply/Fixing Of Informatory Sign Board.........I/C Painting,Writing & Fixing At Site.... Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
46.
Public Administrative Department #11269137 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , Supply Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class With Coller Si No Non Schedule Item No 5(Iv) , Laying And Fixing Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class (Labour Only) Si No Non Schedule Item No 5A(Iv) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
47.
Public Administrative Department #11269136 Technical Bid
Tender for Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , Supply Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class With Coller Si No Non Schedule Item No 5(Iv) , Laying And Fixing Of 350Mm Dia Reinforced Cement Concrete Hume Pipe Np3 Class (Labour Only) Si No Non Schedule Item No 5A(Iv) , Supply & Fixing Of Informatory M.S. Sign. Board Size 1200X900mm Made Of 18 Gauge M.S. Sheet Fixed In Isa 40X40x5 Mm. Frame By Flat Iron 40X5mm. On All Four Sides Along With Two Vertical Post Of 2150Mm. Long From Bottom To Frame Of Angle Iron 40X40x5 Mm. With 150Mm. Horizontal Hold Fast At Bottom Braced With 40X5mm. Flat Iron 1980Mm. Long Electrically Welded And Painted With One Coat Of Redoxide Primer.Rates Sanction Se/Red Rs. 4200.00 Including Letter Writting.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
48.
Public Administrative Department #11269133 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Barrow Pits With A Lift Upto 1.5 M, Tranporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Wbm Grading Iii Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4 Cm (1½) Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulus And Cement In Proportion Of 12:6:1 In Foundation And Under Floor, Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of The Work.As Peritem No 273 , Cement Concrete With 4 Cm Guage Approved Stone Grit, Approved C /Sand & Cement In Proportion Of 8:4:1 Including Supply Of All Materialand T&P Etc. Required For Proper Completion Of Work P.W.D. Si N0. 281 (I) , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Supply Of Reinforced Cement Concrete Hume Pipe Np-3 Class (Including Cartage Up To Site) 600 Mm Of Dia As Per Ch.20 Non Schedule Item No.5 (Iii) , Laying & Fixing Of Reinforced Cement Concrete Hume Pipe Np-3 Class 600 Mm Of Dia As Per Ch.20 Non Schedule Item No.5 (A) (Iii) , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 3:1.5:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(Ii) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , 12 M.M. Thick Plaster With Cement Mortar Consisting Of One Part Of Cement And 4 Part Of Coarse Sand Of 2.25 Fm On Brick Work Including Supply Of All Material, Labour, T&P Etc.S.I No 584(I). , Struck Pointing With Cement Mortar Consisting Of One Part Cement & Two Parts Of Fine Sand Of 1.25 F.M. On Brick Works Including Supply Of All Materials, Labour & T & P Etc Required For Proper Completion Of The Work As Per Item No 574 , White Washing One Coat, Including Supply Of All Material, Labour & T&P Etc Required For Proper Completion Ot The Work As Per Item No 671+672 , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Guage Approved Stone Grit In The Proportion Of 1:2:4 In Lintel Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Binding The Same With 24B.W.G.G.I. Binding Wire And Including Necessary Centering And Shuttering Etc. And Also Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. As Per Si No.283 , M.S. Work In Plain Work Such As Reinforced Cement Concrete Work Including Cutting And Bending Of Bars In Required Shape And Size As Per Si No.504 , Supply/Fixing Of Informatory Sign Board.........I/C Painting,Writing & Fixing At Site.... Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
49.
Public Administrative Department #11269132 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Barrow Pits With A Lift Upto 1.5 M, Tranporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loame, Clay Or Sand Inculuding Lift Upto 1.5 M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or In To The Plinth Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30Mfrom The Foundation Trenches. Si. No. 251. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Wbm Grading Iii Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4 Cm (1½) Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulus And Cement In Proportion Of 12:6:1 In Foundation And Under Floor, Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of The Work.As Peritem No 273 , Cement Concrete With 4 Cm Guage Approved Stone Grit, Approved C /Sand & Cement In Proportion Of 8:4:1 Including Supply Of All Materialand T&P Etc. Required For Proper Completion Of Work P.W.D. Si N0. 281 (I) , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 3:1.5:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(Ii) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , 12 M.M. Thick Plaster With Cement Mortar Consisting Of One Part Of Cement And 4 Part Of Coarse Sand Of 2.25 Fm On Brick Work Including Supply Of All Material, Labour, T&P Etc.S.I No 584(I). , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Guage Approved Stone Grit In The Proportion Of 1:2:4 In Lintel Of Doors And Windows Excluding Supply Of Reinforcement And Its Binding But Including Its Fixing And Binding The Same With 24B.W.G.G.I. Binding Wire And Including Necessary Centering And Shuttering Etc. And Also Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. As Per Si No.283 , M.S. Work In Plain Work Such As Reinforced Cement Concrete Work Including Cutting And Bending Of Bars In Required Shape And Size As Per Si No.504 , Supply/Fixing Of Informatory Sign Board.........I/C Painting,Writing & Fixing At Site.... Complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
50.
Public Administrative Department #11269131 Technical Bid
Tender for Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Excavation In Foundation In Ordinary Soil, Loam, Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & Inside The Foundation Trenches Or Into The Plinth, Removal & Disposal Of Surplus Earth As Directed By The Engineer In Charge Upto A Distance Of 30M From The Foundation Trenches. (Excluding Royalty ) As Per Sino. 251 , Granular Sub-Base With Well Graded Material Providing, Laying And Spreading Material(Mix In Place) On A Prepared Sub Grade With Rotavator And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub-Base.400.1 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 With 22.4 - 53 Mm Stone Ballast As Per Technical Specification Clause 405) , Concrete With 4Cm Gauge Brick Ballast, Fine Sand Of 1.25 Fineness Modulous And Cement In Proportion Of 12:6:1 In Foundation And Under Floor Including Supply Of All Material , Labour, And T&P Etc. Required For Proper Completion Of Work. As Per Sino. 273 , First Class Brick Work In 1:4 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work.As Per Sino. 305 , Cement Concrete With 2Cm (3/4) Gauge Approved Stone Ballast, Approved Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials Labour And T & P Etc Required For Proper Completion Of The Work As Item No. 279(I) , Providing And Laying Of Factory Made 80 Mm Thick Interlocking Cement Concrete Tiles (30 Mpa) Including 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/ Laying Of Interlocking Tiles Leveling And Dressing Of Surface To Required Level And Slope, Filling Joints With Fine Sand Including The Cost Of Material, Labour T&P Etc. Required For Proper Completion Of Work As Directed By Engineer-In Charge.As Per New Item No.1 , Cement Concrete With 4Cm Gauge Approved Stone Ballast Approved Coarse Sand And Cement In The Proportion Of 8;4:1 Including Supply Of All Material, Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No.281 , Struck Pointing With Cement Mortar Consisting Of One Part Cement And 2 Part Of Fine Sand Of 1.25 F.M On Brick Work Including Of All Material Labour And T&P Etc.Required For Proper Completion Of The Work As Per Si.No 574 , Supply Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5(I) , Laying And Fixing Of Reinforced Cement Concrete Hume Pipe Np3 Class.Non Schedule Item No 5A(I) , White Washing Two Coat , Including Supply Of All Materials Labour & T&P Etc As Per Si No 671+672 , Supply & Fixing Of Informatory Sign. Board
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
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