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Public Administrative Department #11499250 AOC

Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring Retender-Annual Plan-Kannur Corporation - Chelora Zone Div 15 - Proj 1719/24-25-Sc Smashanam Muthal Aramban Vasuvinte Veedu Vare Tarring-- 1 Road Tarring 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 4.1.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 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 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 9 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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. 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 11 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) 12 OD372304/2024-2025:Lettering with black Japan pint of approved brand and manufacture 13 OD372305/2024-2025:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.

Contract Date: Jul 04, 2026 Contract Value : ₹ 5.56 Lakh

Government Departments No of Bidders 2

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Public Administrative Department #11499235 AOC

Tender For Annual Plan-Moodadi Gp 2025-26 Project No 159-Nh Muthaattil Road Re - Taring Ward 12-General Civil Work - RETARRING 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 OD161684/2025-2026: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 4.9:Wet Mix Macadam
Providing, 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 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates
Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates
Providing 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)

Contract Date: Jul 06, 2026 Contract Value : ₹ 3.36 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499233 AOC

Tender For Annual Plan-Moodadi Gp 2025-26 Project No 143-Ankanavadi Kunnmmal Road Re-Taaring Ward-12-General Civil Work - RETARRING 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 75.5.5.B.2pb:Modified Penetration Macadam 75 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. 4 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 5 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)

Contract Date: Jul 06, 2026 Contract Value : ₹ 3.36 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499202 AOC

Tender For Annual Plan-Moodadi G P 2025-26 Project No.327 -Nadukkandi Mammad smaraka Road Retarring Ward 17-General Civil Work - ROAD RETARRING 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 75.5.2.2pb: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 dry and hungry 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)

Contract Date: Jul 06, 2026 Contract Value : ₹ 2.53 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499201 AOC

Contract Date: Jul 06, 2026 Contract Value : ₹ 2.53 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499196 AOC

Tender For Annual Plan-Moodadi G P 2025-26 Project No.339 -Kattuvayal Kuni Road Retarring Ward 2-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 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. 4 OD239676/2025-2026: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 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 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 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)

Contract Date: Jul 06, 2026 Contract Value : ₹ 2.53 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499195 AOC

Tender For Annual Plan-Moodadi G P 2025-26 Project No.326 -Ambattarimukk Road Retarring Ward 17-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 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 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. 5 OD236857/2025-2026: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 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 75.5.2.3pb: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 75.5.1.1pb: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 9 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 10 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)

Contract Date: Jul 06, 2026 Contract Value : ₹ 4.22 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11499193 AOC

Contract Date: Jul 06, 2026 Contract Value : ₹ 5.90 Lakh

Government Departments No of Bidders 1

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Public Administrative Department #11497395 Technical Bid

Tender for construction Karya , Earth Work Excavation In Foundation In Ordinary Soil Including Lift Up To 1.5M And Lead 30Mm With Filling Watering And Raining Of Excavation Of Earth As Per S.I. No-251 , Concrete With 40Mm Gauge Stone Ballest, Cement And Sand In Foundation In The Proportion Of 8:4:1 Including Supply Of All Material, Labour,Tools &Plant As Per S.I No-281 , Reinforced Cement Concrete Work In 1:2:4 Cement, C/Sand & 20Mm Gauge Sone Grit In Slab Etc As Per S.I. No-284A , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work Etc Si No-504 , M-150 First Claas Boundary Wall In 1:4 (1 Cement ,4 C/Sand ) Mortar.(S.I.No. 305 B ) , 12 Mm Thick Plaster In 1:3 Cement & Coar Sand Mortar Etc(Si No 583) , E/W Cutting/Filling In Ordinary Soil In Cartage In 5Km All Complete Work Etc. , Construction Of Granular Sub-Base By Providing Well Graded Materials, Spreading In Uniform Layer 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 (Wbm Grading 3Rd) Spreading And Compacting Stone Aggreagated Of 53-22.4Mm Size To Water Bound Macadam Specification Including Spreading In Inform Thickness Hand Packing Rolling With Smooth Wheel Rooler 80-100Kn In Stage To Proper Grade And Camber Applying The Brooming Stone Screening To Fill Up The Interstices Of Cease Aggregate Watering And Compacting To The Required Density.(As Per Specification On Attached Analysis Of Rate By Pwd) S.No. 4.7 Clause 405 Chapter No.4 , S/L Of 125 Micron Polythene Etc , 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 1501.2.2M30 (Grade) Coarse And Fine Aggregates Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, 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 Leveling The Formwork As Per Drawing Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Confinuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Scalant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved Curing Of Concrete Slabs For 14 Days Including Trimixing By Floating Method & Adding Hardener In Required Quantity And Depth Upto 5 Cm Complete As Per Direction Of Engineer In Charge To Meet Tenchincal Specification. , Cleaning At Site All Complete Work Etc. , Supply/Fixing Of Display Board. , Add Gst 18%

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

Local Bodies No of Bidders 1

Uttar Pradesh View Result →

10.

Public Administrative Department #11495365 AOC

Supply And Delivery Of Timers Spare Material To Municipal Store Under Mgf In Nalgonda Municipality-CONCRETE 1. plain and reinforced concrete,code of practice for. 2. Laying in Situ cement concrete flooring 3. Sampling and analysis of Concrete MASONRY 1. Brick Masonry 2. Construction of Stone Masonry PIPES AND FITTINGS 1. Asbestos cement pressure pipes. 2. Concrete pipes with and without reinforcement 3. P.S.CPipes (including fittings) 4. Method of tests for contrete pipes 5. Materials for M.S. Specials 6. Specifications for M.S. Specials for P.S.C.Pipes 7. Specifications for Steel cylinders reinforced Concrete Pipes 8. Methods of tests of concrete pipes 9. Centrifugally Cast(Spun) iron pressure pipes for water gas and sewage including fittings. 10. Specifications for Centrifugally Cast (Spun) D.I. Pipes for Water ,Gas and Sewage. 11. D.I.Fittings for pipes for water,gas and sewage. 12. Dimensional requirements of rubber gaskets for Mechanical joints and push on joints for the use with C.I.D.I.Pipes. 13. C.I.Specials for Mechanical and push on flexible joints for pressure pipe lines for water gas and sewage. 14. HDPE pipes 15. BWSC pipes 16. UPVC pipes 17. GRP pipes 18. Horizontally cast iron double flanged pipes for Water ,gas and sewage. 19. Cast iron fittings for pressure pipes for Water,gas and sewage. 20. Cast iron detachable joints for use with Asbestos cement pressure pipes. 21. a) Rubber rings for jointing C.I.Pipes, RCC Pipes and A.C Pipes. b) Rubber rings for jointing PSC Pipes. 22. Rubber rings for jointing AC Pipes with AC couplings. 23. Pig Lead 24. Hemp Yarn 25. Rubber insertion to be used in jointing C.I.D.F.Pipes. 26. Bolts & Nuts to be used in jointing C.I.D.F.Pipes WATER SUPPLY FITTINGS 1. Sluice values for water works purposes (50 to 300 mm dia size) 2. Sluice values for water works purposes (300 to 1200 mm dia size) 3. Surface boxes for sluice values 4. Manhole covers and frames,cast-iron. LAYING OF PIPES 1. Laying of Asbestos Cement Pressures Pipes 2. Laying of Concrete Pipes.1 3. Laying of Cast-Iron Pipes 4. Laying of PSC Pipes 5. Laying of PSC Pipes X. MACHINERY 1. Batch type concrete mixer. 2. Sheep foot roller XI. SAFETY 1. Safety code for excavation works. 2. Safety Code for scaffolds and ladders Part-I-Scaffolds. Part-II-Ladders. XII. Earthwork and formation of S.S.Tanks. 1. Method of test of soils for suitablitity of soils for embankkemetn of S.S Tanks 2. Code of Practice for Drainage System for Earth and rock fill dams. 3. Filters Materials Requirements. 4. Earth work and formation of embankment for S.S.Tanks. 5. Morrum(Gravel) bracking to rough stone dry packing and gaveling to top and side slope of bunds 150 mm thick. 6. Rough stone dry packing aprons and revetments XIII FILTRATION PLANTS WITH DUAL MEDIA AND TUBE SETTERLS. 1. Guide lines for flauculator devices 2. Guide lines for rapid mixing devices 3. Recommendations for handing and dousing devices for chemicals for water treatment 4. Requirements of Chlorination equipments 5. Requirements of settling tank (clarified equipment for water treatment plant 6 Requirements of Water Filtration equipment etc

Contract Date: Ref. Documents Contract Value : ₹ 7.27 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

11.

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 →

12.

Housing Urban and Rular Development #11483643 AOC

Tender for 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.(Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , 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 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , 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 C As Per Technical Specification Clause 508. (All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst ) , 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 (Including Cost Of All Matarial T&P, Royalty, Taxes, Labour Cess Etc But Excluding Gst )

Contract Date: Jul 01, 2026 Contract Value : ₹ 2.50 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

13.

Housing Urban and Rular Development #11483642 AOC

Contract Date: Jul 01, 2026 Contract Value : ₹ 2.51 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

14.

Rural Development #11483071 AOC

Tender for Call For Purchasing Of All Kind Of Road And Building Material Under Various Types Schemes In Year 2026-27 , Cement Isi Marks 53 Gread (Ultratech/Acc/Birlagold/Ambuja) , Composite Cement , Steel Isi Mark (6 Mm) , Steel Isi Mark (8 Mm) , Steel Isi Mark (10 Mm) , Steel Isi Mark (12 Mm) , Steel Isi Mark (16 Mm) , Steel Isi Mark (20 Mm) , Centring Wire & Nail , Metal Rod (Angle) , Profile Sheet 3 X16 , Profile Sheet 3 X12 , Profile Sheet 3 X10 , Profile Sheet 3 X 8 , Steel Square Pipe 1 X 2 , Steel Square Pipe 1.5 X 2 , Steel Square Pipe 2 X 2 , Steel Square Pipe 2 X 3 , 8 Mm Metal Crusher Broken (Pachgaon) With Roylti , 10 Mm Metal Crusher Broken (Pachgaon) With Roylti , 20 Mm Metal Crusher Broken (Pachgaon) With Roylti , 20 Mm Metal Hand Broken (Pachgaon) With Roylti , 40 Mm Metal Hand Broken (Pachgaon) With Roylti , 40 Mm Metal Crusher Broken (Pachgaon) With Roylti , 80 /100 Mm Metal Hand Broken With Roylti , Sand Transport With Roylti & All Taxes , Murum Transport With Roylti & All Taxes , Transporting/ Carting (Murum /Malma /Mati / Material) , Fly Ash Bricks Is Type Std Size , Reinforced Cement Concrete Np-2 Second 150 Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second Class 800 Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 600 Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 450 Mm Pipe With Collars , Reinforced Cement Concrete Np-2 Second 300 Mm Pipe With Collars , Cement Seet 4 X 10 , Reinforced Cement Concrete Tanks For Shok Pit (Mgnrega/Sbm) Standard Size , Reinforced Cement Concrete Tanks Cap For Shok Pit (Mgnrega/Sbm) Standard Size , Indian Toilet Seet With Murga , Camod Toilet Seet With Murga , Wash Besin Complete Set , Hex Nut Bolt , Wooden Doors , Fyber Doors , Wooden Windows , Steel Doors, Windows And Ventilors And Grills Etc , Tiles Ceramic , Tiles Glezz , Tiles Vetrified , Wall Tiles , Putty Per Bag , Paint Primer Per Ltr , Paint Regular Per Ltr , Oil Paint Steel Work Per Ltr , Oil Paint Wall & Roof Per Ltr , Washable Oil-Bound Distemper , Waret Proof Cement Paint Per Bag , Pevar Block 60 Mm , Pevar Block 80 Mm , Pevar Block 100/120 Mm , Scafolding & Shuttering (Centering) , Brass Nal (Tap) Per Nos , Gi Nal (Tap) Per Nos , Pvc Nal (Tap) Per Nos , Brass Ferrule 1/2 Inch Isi Mark , Mta 1/2 Inch Isi Mark , Fta 1/2 Inch Isi Mark , Pvc Pipe 1/2 Inch Isi Mark , Pvc Pipe 25 Mm Dia. Isi Mark , Pvc Pipe 32 Mm Dia. Isi Mark , Pvc Pipe 40 Mm Dia. Isi Mark , Pvc Pipe 50 Mm Dia. Isi Mark , Pvc Pipe 60 Mm Dia. Isi Mark , Pvc Pipe 75 Mm Dia. Isi Mark , Pvc Pipe 90 Mm Dia. Isi Mark , Pvc Pipe 110 Mm Dia. Isi Mark , Pvc Pipe 140 Mm Dia. Isi Mark , Pvc Pipe Bend , Galvanized Steel Pipe 110 Mm Dia. Isi Mark , Galvanized Steel Pipe 90 Mm Dia. Isi Mark , Galvanized Steel Pipe 75 Mm Dia. Isi Mark , Galvanized Steel Pipe 65 Mm Dia. Isi Mark , Galvanized Steel Pipe 32 Mm Dia. Isi Mark , Galvanized Steel Pipe 20 Mm Dia. Isi Mark , Ci Sluice Valve 75 Mm , Ci Sluice Valve 80 Mm , Ci Sluice Valve 90 Mm , Ci Sluice Valve 110 Mm , Ci Sluice Valve 140 Mm , Non Return Valve 75 Mm , Non Return Valve 80 Mm , Non Return Valve 90 Mm , Non Return Valve 110 Mm , Non Return Valve 140 Mm , Air Valve 75 Mm , Air Valve 90 Mm , Air Valve 110 Mm , Air Valve 150 Mm , Galvanized Steel Pipe And Fittings 1.50 Inch , Galvanized Steel Pipe And Fittings 2.00 Inch , Water Tank 500 Ltr , Water Tank 1000 Ltr , Water Tank 2000 Ltr , Water Tank 5000 Ltr , Green Net 90 % , Batching And Mixing Palnt , Mixture Machine Rent , Rolar Machine Rent , Jcp Rent , Vibrator , Water Tanker , Kateri Tar , Chain Link Fencing , Pvc Door (36X78) , Acp Door (25X75) , Borewell Flashing , Borewell Drilling , Borewell Casing Pipe Iron , Borewell Casing Pipe Pvc/Cpvc , Pv Panal 50W Per Nos , Solar Street Light Installation Charge Per Light , Solar On-Grid Plant 1 Kw With All Charges , Led Bulb 9 W , Led Bulb 12 W , Led Bulb 15 W , Led Bulb 20 W , Led Bulb 30 W

Contract Date: Jul 03, 2026 Contract Value : ₹ 2.12 Lakh

Government Departments No of Bidders 3

Maharashtra View Result →

15.

Rural Development #11483069 AOC

Contract Date: Jul 03, 2026 Contract Value : ₹ 2.12 Lakh

Government Departments No of Bidders 3

Maharashtra View Result →

16.

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 →

17.

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 →

18.

Public Administrative Department #11474688 Technical Bid

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

Local Bodies No of Bidders 3

Uttar Pradesh View Result →

19.

Public Administrative Department #11474686 Technical Bid

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

Local Bodies No of Bidders 3

Uttar Pradesh View Result →

20.

Public Administrative Department #11470143 AOC

Supply And Delivery Of Led Spare Material To The Municipal Store Under Mgf In Nalgonda Municipality-1. RAW WATER INLET AND CASCADE AERATOR a) C.I. Sluice valve of 450 mm dia with necessary tailpieces complete. b) Pedestal type flow meter 0 to 12 mld (Integrated, reading and recording type preferably Mahendra&Mahendra) 2. CHEMICAL DOSING EQUIPMENT a) Alum dosing mechanisms b) Alum Dissolving – Mechanism for each of Alum Solutions tanks – 4 Nos. c) Alum Solution feed pipe arrangements complete along with control valve. d) Platform weighing machine of 500 Kg capacity 3. FLASH MIXER CHAMBER: a) Mechanism for instantaneous mixing of Alum solution with raw water. b) Gravity type desludge mechanism up to disposal point 4. CLARIFLOCULATOR: a)Central Mechanism for Driving Bridge over rails motors and fabrication of walkways with hand rails b) Mechanism for flocculation and raking in the flocculation compartment with driving motors c) Mechanism for raking in clarifier compartment d) Central scrapper frame with brushes. e) Sludge discharge device with a minimum size of 250 mm dia CI pipe, sluice valve along with necessary pipe connections etc., for complete with telescopic desludging. 5. FILTRATION PLANT a) Filter media of gravel and sand of suitable characteristics b) Filter under drainage system of suitable capacity c) Wash water and waste water gutters and appurtenances. d) The influent and effluent pipe gallery together with valves, inlet and out let connections including all appurtenances. e) Automatic rate of flow controller for each filter bed. 5. f) Rate flow gauge for each filter bed for inlet and out let. g) Loss of head gauge for each filter bed h) Air blower of suitable capacity along with air pipe system complete for air scour. i) Back wash arrangements complete with water main. j) (i) Wash water pumpsets of suitable capacity (centrifugal) in duplicate with connections suitable capacity and suction delivery connections (ii) Wash water tank pipe connections, control valves and controllers etc., complete. k) Surface wash system comprising of necessary pipe connections, controls etc., complete. l) Bypass arrangements to feed filter beds directly including necessary pipe connections diversion arrangements etc., complete. m) Suitable length of 600 mm dia PSC 6 KSC class clear water main from filtration plant outlet upto inlet of clear water sump with valves specials etc., n) All the jointing material suitable bolts, washers, should be provided with GI materials. 6. Isolated CHLORINATION EQUIPMENT a) Gravity type gaseous chlorinator of capacity 0-3 Kg/Hr. b) Solution feed equipment with pipe line control valves and other fittings etc., complete. c) Spares for Chlorination equipment d) Platform scale type weighing machine of 1000 Kg capacity 7. LABORATORY EQUIPMENT a) Comparator test set for measurement of residual Chlorination using chloro-scope. b) P.H. Test kit with different discs for measurement for PH c) Jar test apparatus for determining optimum alum dosage d) Turbidity meter e) Analytical balance with weights box. f) Fume cup board g) Conductivity meter h) Equipment and reagents required for analysing alum percentage in the ferric alum. i) Test bench fully equipped with glass apparatus for sampling and testing of water before and after treatment j) Equipment and reagents required for analysing chlorine percentage in bleaching powder. k) Necessary furniture: (i) Wooden Stools (ii) Wooden Almarah (Big Size) 8. a) Erection and testing charges of the plant and the equipment supplied under item No. 1 to 7 b) Trail run and maintenance charges for a period of 90 days including all labour charges and chemicals & consumables and water will be supplied free of cost by the department during this period, (The rate of 8.a. and 8.b. be shown separately) Testing of the treated water and comparing with National Standards. 9. SPARES AND WORKING TOOLS: Necessary spares and working tools required for normal working of the plant for a period of 3 years with list of tools proposed to be supplied. NOTE: The inlet and outlet control system of the whole plant should be capable of taking an over load of 25% and Filter losses of 5% for 23.50 working hours per day over the stipulated capacity.

Contract Date: Ref. Documents Contract Value : ₹ 13.37 Lakh

Local Bodies No of Bidders 1

Telangana View Result →

21.

Housing Urban and Rular Development #11464195 Price Bid

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

Government Departments No of Bidders 3

Uttar Pradesh View Result →

22.

Housing Urban and Rular Development #11440422 Technical Bid

Tender for Providing 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 Morth Specification Clause 503. , 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 Viscosity 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 Morth Specification Clause 510. Case - Ii By Mechanical Means Bitumen (Vg-30) , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Morth Specification Clause 511 By Mechanical Means Case - Ii : Type B Bitumen (Vg-30) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2905. 300 Mm Dia , Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversion Complete.[Morth Specification : Clause 401]. By Mechanical Means. , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. , Construction Of Un-Reinforced , Plain Cement Concrete Pavement M30 (Grade), Thickness As Per Design, Over A Prepared Sub Base, With 43/53 Grade Cement As Per Clause 602.2.2 , Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A In Fully Automatic Batching Plant And Transported To Site In Transit Mixer For Having Continous Agitated Mixer, Manufactured As Per Approved Mix Design Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , With All Lead And Lift Including Cost Of Admixtures In Recommended Portion As Per Is 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer In Charge 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 Fixed Form Paver And Finished In Continuous Operation Including Provision Of construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (Dowel Bars Will Be Paid Seprately).

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

Government Departments No of Bidders 1

Rajasthan View Result →

23.

Drinking Water Supply and Sanitation #11440415 Technical Bid

Tender For Providing Interlock Paver Block With Strom Water Drain At E3 Roadin Aruppukottai Municipality.; 1 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum 2 Supplying and filling in foundation andbasement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 3 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 4 Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 5 Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard 6 Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications. 7 Supplying and laying Rubberised interlocking Paver blockM40 grade Providing and laying of83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, sand cushion 50mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. 8 Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

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

Local Bodies No of Bidders 2

Tamil Nadu View Result →

24.

Coal and Mines #11435463 AOC

Bids Are invited for Plantation Service - Avenue And Median Plantation - Planting Of Trees And Their Maintenance For One Year (Planting Of Trees By The Road Side (Avenue Trees) In 0.60 M Dia Holes, 1 M Deep Dug Ree Guard And Maintaining The Plants For One Year)11.9In The Ground, Mixing The Soil With Decayed Farm Yard/Sludge Mannure, Planting The Saplings, Backfilling The Trench, Watering, Fixing The Tree Guard And Maintaining The Plants For One Year) , Providing And Fixing Bamboo Jaffery/ Fencing Consisting Of Superior Quality 25 Mm Dia (Average) Half Cut Bamboo Placed Vertically And Fixedtogether With Three Numbers Horizontal Running Members Of Hollock Wood In Scantling Of Section 50X25 Mm, Fixed With Nails And G.I Wire Onexisting Support Complete As Per Direction Of Engineer-In-Charge. , Purchase Of Grass, Shrubs, Creepers And Plants , Providing And Stacking Of Ficus Religiosa (Peepal) Of Height 150-165 Cm. In Big Poly Bags Of Size 30 Cm As Per Direction Of The Officer-In-Charge. , Providing And Stacking Of Ficus Bengalensis (Bargad) Of Height 120-135 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge , Providing And Stacking Of Mangifera Indica (Mango-Grafted ) Of Height 60-75 Cm. In Big Poly Bag Of Size 25 Cm As Per Direction Of The Officer-In-Charge. , Providing And Stacking Of Nauclea Cadamba (Kadam) Of Height 150-165 Cm. In Big Poly Bag Of Size 25 Cm As Per Direction Of The Officer-In-Charge. , Providing And Stacking Of Jasmine Grandiflorum (Chameli) Of Height 30 Cm To 45 Cm. In 20 Cm Size Of Earthen Pots / Plastic Pots & As Perdirection Of The Officer-In-Charge.

Contract Date: Ref. Documents Contract Value : ₹ 6.72 Lakh

Boards / Undertakings / PSU No of Bidders 4

Jharkhand View Result →

25.

Defence #11424238 AOC

Contract Date: Ref. Documents Contract Value : ₹ 40.02 Lakh

Government Departments No of Bidders 1

Telangana View Result →

26.

Heavy Industries and Public Enterprises #11422861 Technical Bid

Tender For Strengthening The West Side Compound Wall 300M From South End Towards North.; 1 Brick work in cm 1:6 using first class wire cut bricks of nominal size for super structure up to 5.00 M including all cost and conveyance of materials, socking of brick, curing, necessary scaffolding, alllabour charges etc but excluding cost of cement etc complete as per standard specification but excluding cost of cement. 2 ReinforcedCement concrete1:2:4 using20mmhardbrokenstonefor Belt, lintel & beametc includingcost& conveyanceof all materials hirechargesfor shuttering, labour chargesfor boxing,mixing, placing, ramming, watering, curingetc complete as perstandard specificationbutexcludingcost of cement & MS reinforcement 3 MS reinforcement bent , tied andplacedinpositionforallRCCworksincludingallcostandconveyanceofMS bars,bindingwires, all labour charges,loading/ unloading charges etc completeas per standard specification. 4 Cleaning removal of old plastering walls including raking outjoints and clearing the surfaceandafterPlastering with cm 1:4, 15mm thick one coat at all heights and levels floated hard and trowelledsmooth with neat cement flushing coat including all cost and conveyance of materials and labour charges, providing necessary scaffolding, watering and curing etc complete as per standard specification but excluding cost of cement. 5 Supplying and stacking ISI mark best quality portland cement (OPC/PPC) approved make including all cost and conveyance of materials, loading and unloading charges etc complete (Payment will be made only for actual quantity ofcement consumed) . 6 Painting the Inside /outside walls of replastering compound wall with Acrylic exterior paint of approved quality and colour (Asian/Berger/ICI make) two coats over the one coat of white cement coating & one coat water based approved quality exterior wall puttyafter cleaning thesurface at all heights and levels including all cost and conveyance of materials, all labour charges, hire charges for tools and plants, scaffolding charges, etc complete as per standard specification. 7 Glass coping with glass chips in in cm 1:4,at all heights and levelsincluding all cost and conveyance of materials and labour charges, providing necessary scaffolding, watering and curing etc complete as per standard specification but excluding cost of cement. 8 Supplying & fixing Anjili wood planed and framed work for frames size of 12x6mm and Full covering with2 mm thick aluminium plain sheetof Gate shutter etc at all heights using well seasoned anjili wood ,Nuts and bolts, gate clamp and locking system etc including all cost and conveyance of all materials, hold fast, screws etc loading and unloading charges, all labour charges for fixing in position etc complete as per standard specification 9 Sundry & Petty works such brick works such as dismantling of existing fencingMason 10 Sundry & Petty works such brick works such as dismantling of existing fencingMan mazdoor

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

Boards / Undertakings / PSU No of Bidders 1

Kerala View Result →

27.

Public Administrative Department #11418998 AOC

Tender For General-Aroor Gp 2024-25 Pro.No-145/25-Additional Construction In Mcf-General Civil Work - Constraction for machine Room 2 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 3 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 4 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) 5 OD304174/2024-2025: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 6 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) 7 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 8 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) 9 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). 10 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars 11 50.2.25.1:Filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge 12 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 13 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 14 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 15 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) 16 16.71:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer - in- Charge. 17 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 18 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 19 13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) 20 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 21 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 22 10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 23 10.7:Providing and fixing ball bearing for rolling shutters. 24 10.8.1:Extra for providing mechanical device chain and crank operation for operating rolling shuttersExceeding 10.00 sqm and upto 16.80 sqm in the area 25 4.2.3: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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 26 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) 27 51.2.3: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 28 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 29 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 30 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 31 9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 32 9.122.1:Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.

Contract Date: Jun 30, 2026 Contract Value : ₹ 21.18 Lakh

Government Departments No of Bidders 2

Kerala View Result →

28.

Rural Development #11418892 AOC

Contract Date: Jun 30, 2026 Contract Value : ₹ 3.80 Lakh

Government Departments No of Bidders 3

Maharashtra View Result →

29.

Public Administrative Department #11417772 Price Bid

Tender For Repairing And Maintenance Of Civil Related Works In Ward No.19 (For The Year 2025-26)-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge. Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, f oundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F.17, Page No. 306 Ground Floor Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Removing and Transporting of excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 10.0 Km). Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with WITHOUT SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ) Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer Page No - 3 without SCADA with fine agreegates of required specifications (Crushed sand / VSI grade ) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Granular Sub Base Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Note- As per circular issued by Hon. city engineer PCMC , vide civil/CE/TS/23/16/2023.Date 21/04/2023 .Rate is reducedby 20% as material is brought from PCMCs C and D waste processing plant.) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Construction of granular Page No - 4 sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Note- As per circular issued by Hon. City Engineer, PCMC vide circular no.Civil/CE/TS/23/16/2023 Dated 21/04/2023, rate is reduced to 20% as material is to be brought from C and D work processing plant Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. Ground Floor Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel st anchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Lift 0.0 to 3.8 M Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. PARDI of required thickness including centering, formwork, cover blocks, laying/pumping ,compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural Page No - 6 steel). with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With Crushed sand VSI Grade. Spec. no.:- Bd.F.11 Page No. 304 and B.7, Page No. 38 Ground Floor Providing fly ash brick masonry with conventional / S. type fly ash bricks in C.M. 6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. Providing fly ash brick masonry with conventional/ S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Lift 0.0 to 3.8 M Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints un exposed faces and watering etc.complete. Providing waterproof plaster W.C. and bath 20 mm thick dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. Removing the tar or coba and disposing of the material as directed etc. complete. Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Ground Floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. etc

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

Local Bodies No of Bidders 6

Maharashtra View Result →

30.

Public Administrative Department #11417771 Price Bid

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

Local Bodies No of Bidders 8

Maharashtra View Result →

31.

Public Administrative Department #11417770 Price Bid

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

Local Bodies No of Bidders 6

Maharashtra View Result →

32.

Public Administrative Department #11405647 Technical Bid

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

Government Departments No of Bidders 5

Uttar Pradesh View Result →

33.

Public Administrative Department #11405646 Technical Bid

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

Government Departments No of Bidders 3

Uttar Pradesh View Result →

34.

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 →

35.

Public Administrative Department #11405643 Technical Bid

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

Government Departments No of Bidders 2

Uttar Pradesh View Result →

36.

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 →

37.

Public Administrative Department #11405641 Technical Bid

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

Government Departments No of Bidders 2

Uttar Pradesh View Result →

38.

Public Administrative Department #11405640 Technical Bid

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

Government Departments No of Bidders 2

Uttar Pradesh View Result →

39.

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 →

40.

Public Administrative Department #11405638 Technical Bid

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

Government Departments No of Bidders 2

Uttar Pradesh View Result →

41.

Housing Urban and Rular Development #11404829 AOC

Tender for Providing Laying Spreading And Compacting Stone Aggregates Of Specific Sizes 53 Mm To Water Bound Macadam(G-3) Specification Including Spreading In Uniform Loose Thickness Hand Packing-Rolling With 3- Wheeled Steel Roller 80-100 Tonnes In Stages To Proper Grade And Camber Applying And Brooming . Stone Dust To Fill Up The Intrestices Of Coarse Aggregate, Watering And Compacting 7.50 Cm Thickness To The Required Density Grading 3 As Per Technical Specification Clause 405. (Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing And Applying Primer Coat With Bitumen Emulision(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. (Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. (Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing, Laying And Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 (13.2Mm & 11.20Mm In 2:1) Mm Aggregates Using Penetration Grade Bitumen Vg-10 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 C As Per Technical Specification Clause 508.(Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing And Laying Seal Coat Sealing 6.7Mm Stone Grit @0.009 Cum Per Sqm The Voids In A Bituminous Grade Vg-10 @0.65Kg Per Sqm Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510. (Including All Tades, Labour Cess Etc. But Excluding G

Contract Date: Jun 27, 2026 Contract Value : ₹ 5.09 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

42.

Housing Urban and Rular Development #11404828 AOC

Contract Date: Jun 27, 2026 Contract Value : ₹ 7.85 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

43.

Housing Urban and Rular Development #11404757 AOC

Tender for W.B.M(Grade-3) Providing Laying Spreading And Compacting Stone Aggregates Of Specific Sizes 53 Mm To Water Bound Macadam(G-3) Specification Including Spreading In Uniform Loose Thickness Hand Packing-Rolling With 3- Wheeled Steel Roller 80-100 Tonnes In Stages To Proper Grade And Camber Applying And Brooming . Stone Dust To Fill Up The Intrestices Of Coarse Aggregate, Watering And Compacting 7.50 Cm Thickness To The Required Density Grading 3 As Per Technical Specification Clause 405. (Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. (Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing, Laying And Rolling Of Open Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 (13.2Mm & 11.20Mm In 2:1) Mm Aggregates Using Penetration Grade Bitumen Vg-10 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 C As Per Technical Specification Clause 508.(Including All Tades, Labour Cess Etc. But Excluding G.S.T) , Providing And Laying Seal Coat Sealing 6.7Mm Stone Grit @0.009 Cum Per Sqm The Voids In A Bituminous Grade Vg-10 @0.65Kg Per Sqm Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 510. (Including All Tades, Labour Cess Etc. But Excluding G.S.T)

Contract Date: Jun 27, 2026 Contract Value : ₹ 6.39 Lakh

Government Departments No of Bidders 6

Uttar Pradesh View Result →

44.

Health and Family Welfare #11375574 AOC

Contract Date: Ref. Documents Contract Value : ₹ 19.36 Lakh

Government Departments No of Bidders 1

Telangana View Result →

45.

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

Kerala View Result →

46.

Public Administrative Department #11367858 AOC

Contract Date: Jun 25, 2026 Contract Value : ₹ 5.08 Lakh

Government Departments No of Bidders 1

Kerala View Result →

47.

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

Kerala View Result →

48.

Housing Urban and Rular Development #11364348 Technical Bid

Tender for Renovation Work Along With General Repairs On Lakshmipur Link Road For The Financial Year 2026-27. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Three Wheel 80-100 Kn Static Smooth Roller 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 (53 Mm To 22.4 Mm) As Per Technical Specification Clause 405. (Excluding Gst) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.25 Kg Per Sq. To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Coarse 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 C As Per Techincal Specification Clause 508. (Excluding Gst) , Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen 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. (Excluding Gst)

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

Government Departments No of Bidders 3

Uttar Pradesh View Result →

49.

Housing Urban and Rular Development #11364347 Technical Bid

Tender for In The Financial Year 2026-27, Renovation Work Along With General Repair On The Kakawal Siwan Link Road East From Padri Khas Bazaar. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Three Wheel 80-100 Kn Static Smooth Roller 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 (53 Mm To 22.4 Mm) As Per Technical Specification Clause 405 (Excluding Gst), Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.30 Kg Per Sq. 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Coarse 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 C As Per Techincal Specification Clause 508. (Excluding Gst) , Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen 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 (Excluding Gst)

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

Government Departments No of Bidders 3

Uttar Pradesh View Result →

50.

Housing Urban and Rular Development #11364346 Technical Bid

Tender for For The Financial Year 2026-27, Renovation Work Along With General Repairs On The Kaptanganj Jhagan Km 0-04 Link Road. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Three Wheel 80-100 Kn Static Smooth Roller 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 (53 Mm To 22.4 Mm) As Per Technical Specification Clause 405. (Excluding Gst) , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.25 Kg Per Sq. To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Coarse 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 C As Per Techincal Specification Clause 508. (Excluding Gst) , Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen 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. (Excluding Gst)

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

Government Departments No of Bidders 3

Uttar Pradesh View Result →

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