New and Renewable Energy Boards / Undertakings / PSU Closing in 14 days TDR #58437409

Bids Are invited for Construction Of New Civil Foundation And Other Allied Works

Issued by Boards / Undertakings / PSU · Cuddapath, Andhra Pradesh
Tender Value
3.39 Crore
Estimated cost
Bid Submission
30 Nov 2026
14 days left
EMD
3.39 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Gem

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Cuddapath → Andhra Pradesh
EMD Exemption
Not Available
Quantity
129210

Project Description

Bids Are invited for Construction Of New Civil Foundation And Other Allied Works Excavation Manually , Excavation Mechanical , Backfilling , Rcc Demolishing , Plaincementconcrete , Reinforcecementconcrete , Plinthfilling , Tmt Bar For Steel , Centeringuptobelowplintlevel , Centeringuptoaboveplintlevel , Drystone , Groutingpocket , Punning , Structuralsteel , Stomewarepipesof 150Mm , Constructionmasonrychamber , Demolishingbrickwork , Brickwork , Exteriorpaint , Premiumacrylicemulsion , Plastering , Rrmasonry , Steelshutters , Design - Excavation Manually - Earth Work In Rough Excavation Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth Breaking Clods Watering Rolling Each Layer With , Excavation Mechanical - Earth Work In Excavation By Mechanical Means Hydraulic Excavator Manual Means Over Areas Exceeding 30 Cm In Depth 1 Point 5 M In Width As Well As 10 Sqm On Plan Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1 Point 5 M As Directed By Engineer In Charge All Kinds Of Soil , Backfilling - Filling Available Excavated Earth Excluding Rock In Trenches Plinth Sides Of Foundations Etc In Layers Not Exceeding 20Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Up To 50 M And Lift Up To 1 Point 5 M , Rcc Demolishing - Demolishing Rcc Work Manually By Mechanical Means Includingstacking Of Steel Bars And Disposal Of Unserviceable Material Within 100Metres Lead As Per Direction Of Engineer In Charge Cum , Plaincementconcrete - Providing And Laying In Position Cement Concrete 1 Isto 3 Isto 6 1 Cement 3 Coarse Sand 6 Graded Stone Aggregate 20 Mm Nominal Size Excluding The Cost Of Centering And Shuttering At All Levels As Per Directions Of Engineer In Charge , Reinforcecementconcrete - Providing And Laying In Position 1Isto 1 Point 5 Isto 3 1 Cement 1 Point 5 Coarse Sand 3 Graded Stone Aggregate 20 Mm Nominal Size Of Reinforced Cement Concrete Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement At All Levels During Construction Of Slab Decking Sheet Should Be Included As Per Directions Of Engineer In Charge , Plinthfilling - Supplying And Filling In Plinth With Sand Under Floors Including Wateringramming Consolidating And Dressing Complete , Tmt Bar For Steel - Steel Reinforcement For Rcc Work Ready To Use Cut And Bendrebars Of Approved Make From Factory Or Workshop To Constructionsite Including Placing In Position And Binding All Complete Uptoplinth Level And Above Plinth Level 5 Point 22B1 Thermo Mechanically Treated Bars Of Grade Fe 500D Or More , Centeringuptobelowplintlevel - Centering And Shuttering Including Strutting Propping Etc And Removal Of Form As Per Directions Of Engineer In Charge At All Leads And Lift In Foundations Footings Bases Of Columns Etc Below Plinth Level , Centeringuptoaboveplintlevel - Centering And Shuttering Including Strutting Propping Etc And Removal Of Form As Per Directions Of Engineer In Charge At All Leads And Lift In Superstructure Columns Lintels Beams Plinth Beams Roofs Etc Above Plint Level , Drystone - Dry Stone Pitching 22 Point 5 Cm Thick Including Supply Of Stones Andpreparing Surface Complete , Groutingpocket - Providing And Grouting Of Pockets With Cementitious Grout Non Shrink Of Approved Make By Suitable Means Free Flowing Pump Curing Etc Complete As Per Directions Of Engineer In Charge The Payment Shall Be Made On The Basis Of Actual Weight Of Approved Grout Used As Per Directions Of Engineer In Charge , Punning - Neat Cement Punning , Structuralsteel - Structural Steel Work Riveted Bolted Or Welded In Built Up Sections And Framed Work Like Purlins Frames Trusses Etc Including Cutting Hoisting Fixing In Position And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Approved Steel Primer Complete As Per Directions Of Engineer In Charge , Stomewarepipesof 150Mm - Providing Laying And Jointing Glazed Stoneware Pipes Of 150Mm Dia Pipe Of Class Sp1with Stiff Mixture Of Cement Mortar In The Proportion Of 1Isto1 1 Cement 1 Fine Sand Including Testing Of Joints Etc Complete As Per Directions Of Engineer In Charge , Constructionmasonrychamber - Constructing Masonry Chamber 120X120x100 Cm Inside, In Brick Work In Cement Mortar 1Isto 4 1 Cement 4 Coarse Sand For Sluice Valve With Ci Surface Box 100 Mm Top Diameter 160 Mm Bottom Diameter And 180 Mm Deep Inside With Chained Lid And Rcc Top Slab 1 Isto 2 Isto 4 Mix 1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 Mm Nominal Size Ic Necessary Excavation Foundation Concrete 1 Isto 5 Isto 10 1 Cement 5 Fine Sand 10 Graded Stone Aggregate 40 Mm Nominal Size And Inside Plastering With Cement Mortar 1 Isto3 1 Cement 3 Coarse Sand 12 Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 18 Point 35 Point 1 With Common Burnt Clay F P S Non Modular Bricks Ofclass Designation 7 Point 5 Complete As Per Directions Of Engineer In Charge , Demolishingbrickwork - Demolishing Brick Work Manually Or By Mechanical Means Includingstacking Of Serviceable Material And Disposal Of Unserviceable Materialwithin 50 Metres Lead As Per Direction Of Engineer In Charge 15 Point7 Point 4 In Cement Mortar , Brickwork - Brick Work With Non Modular Fly Ash Bricks Conforming To Is12894class Designation 10 Average Compressive Strength In Super Structureabove Plinth Level Up To Floor V Level In , Exteriorpaint - Finishing Walls With Textured Exterior Paint Of Required Shade 13 Point45 Point 1 New Work Two Or More Coats Applied 3 Point 28 Ltr Per 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied 2 Point 20Kg Per 10 Sqm , Premiumacrylicemulsion - Finishing Walls With 100 Percentage Premium Acrylic Emulsion Paint Havingvoc Less Than 50 Gm Per Litre And Uv Resistance As Per Is 15489 2004 Alkali And Fungal Resistance Dirt Resistance Exterior Paint Of Required Shade Company Depot Tinted With Silicon Additive New Work Two Or More Coats Applied 1 Point 43 Litre Per 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied 0 Point 90 Litre Per 10 Sqm , Plastering - 15 Mm Cement Plaster With Mix 1 Isto 6 1 Cement 6 Fine Sand At All Heights And Lead As Per Directions Of Engineer In Charge , Rrmasonry - Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1Isto 6 Isto 12 1 Cement 6 Coarse Sand 12Graded Stone Aggregate 20 Mm Nominal Size Up To Plinth Level With Cement Mortar 1 Isto 6 1 Cement 6 Coarse Sand Including Cost Of All Materials Tools And Tackles And Labour Etc Complete As Per Directions Of Engineer In Charge , Steelshutters - Providing And Fixing In Position Collapsible Steel Shutters With Verticalchannels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mmsize, With Top And Bottom Rail Of T Iron 40X40x6 Mm, With 40 Mm Diasteel Pulleys Complete With Bolts, Nuts Locking Arrangement Stoppershandles Including Applying A Priming Coat Of Approved Steel Primer , Design - Design And Detailed Engineering Consulting Services Vetting Of Design Calculation And Drawings Of Civil And Structural Works

BOQ

Sl. No. Item TitleItem Description
1Excavation manuallyEarth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with
2Excavation MechanicalEarth work in excavation by mechanical means Hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by Engineer in charge All kinds of soil
3BackfillingFilling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1 point 5 m
4RCC DemolishingDemolishing RCC work manually by mechanical means includingstacking of steel bars and disposal of unserviceable material within 100metres lead as per direction of Engineer in charge cum
5PlaincementconcreteProviding and laying in position cement concrete 1 isto 3 isto 6 1 Cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size excluding the cost of centering and shuttering at all levels as per directions of Engineer in charge
6ReinforcecementconcreteProviding and laying in position 1isto 1 point 5 isto 3 1 cement 1 point 5 coarse sand 3 graded stone aggregate 20 mm nominal size of reinforced cement concrete excluding the cost of centering, shuttering finishing and reinforcement at all levels during construction of slab decking sheet should be included as per directions of Engineer in charge
7PlinthfillingSupplying and filling in plinth with sand under floors including wateringramming consolidating and dressing complete
8TMT bar for steelSteel reinforcement for RCC work ready to use cut and bendrebars of approved make from factory or workshop to constructionsite including placing in position and binding all complete uptoplinth level and above plinth level 5 point 22B1 Thermo Mechanically Treated bars of grade Fe 500D or more
9CenteringuptobelowplintlevelCentering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift in Foundations footings bases of columns etc Below Plinth level
10CenteringuptoaboveplintlevelCentering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lift In superstructure columns lintels beams plinth beams roofs etc Above Plint Level
11DrystoneDry stone pitching 22 point 5 cm thick including supply of stones andpreparing surface complete
12GroutingpocketProviding and Grouting of pockets with cementitious grout Non Shrink of approved make by suitable means Free flowing pump curing etc Complete as per directions of Engineer in charge The payment shall be made on the basis of actual weight of approved grout used as per directions of Engineer in charge
13PunningNeat cement punning
14StructuralsteelStructural steel work riveted bolted or welded in built up sections and framed work like purlins frames trusses etc including cutting hoisting fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer complete as per directions of Engineer in charge
15Stomewarepipesof 150mmProviding laying and jointing glazed stoneware pipes of 150mm dia pipe of class SP1with stiff mixture of cement mortar in the proportion of 1isto1 1 cement 1 fine sand including testing of joints etc complete as per directions of Engineer in charge
16ConstructionmasonrychamberConstructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1isto 4 1 cement 4 coarse sand for sluice valve with CI surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep inside with chained lid and RCC top slab 1 isto 2 isto 4 mix 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size ic necessary excavation foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size and inside plastering with cement mortar 1 isto3 1 cement 3 coarse sand 12 mm thick finished with a floating coat of neat cement complete as per standard design 18 point 35 point 1 With common burnt clay F P S non modular bricks ofclass designation 7 point 5 complete as per directions of Engineer in charge
17DemolishingbrickworkDemolishing brick work manually or by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer in charge 15 point7 point 4 In cement mortar
18BrickworkBrick work with non modular fly ash bricks conforming to IS12894class designation 10 average compressive strength in super structureabove plinth level up to floor V level in
19ExteriorpaintFinishing walls with textured exterior paint of required shade 13 point45 point 1 New work Two or more coats applied 3 point 28 ltr per 10 sqm over and including priming coat of exterior primer applied 2 point 20kg per 10 sqm
20PremiumacrylicemulsionFinishing walls with 100 percentage Premium acrylic emulsion paint havingVOC less than 50 gm per litre and UV resistance as per IS 15489 2004 Alkali and fungal resistance dirt resistance exterior paint of required shade Company Depot Tinted with silicon additive New work Two or more coats applied 1 point 43 litre per 10 sqm Over and including priming coat of exterior primer applied 0 point 90 litre per 10 sqm
21Plastering15 mm cement plaster with mix 1 isto 6 1 cement 6 fine sand at all heights and lead as per directions of Engineer in charge
22RrmasonryRandom rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1isto 6 isto 12 1 cement 6 coarse sand 12graded stone aggregate 20 mm nominal size up to plinth level with Cement mortar 1 isto 6 1 cement 6 coarse sand including cost of all materials tools and tackles and labour etc complete as per directions of Engineer in charge
23SteelshuttersProviding and fixing in position collapsible steel shutters with verticalchannels 20x10x2 mm and braced with flat iron diagonals 20x5 mmsize, with top and bottom rail of T iron 40x40x6 mm, with 40 mm diasteel pulleys complete with bolts, nuts locking arrangement stoppershandles including applying a priming coat of approved steel primer
24DesignDesign and Detailed Engineering Consulting Services Vetting of Design Calculation and Drawings of Civil and Structural works

AI Tender Summary

OUR REF NO 58437409
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 3.39 Crore
LAST DATE 30-11-2026
Authority
Authority Name Uranium Corporation Of India Limited
Work Description Bids Are invited for Construction Of New Civil Foundation And Other Allied Works Excavation Manually , Excavation Mechanical , Backfilling , Rcc Demolishing , Plaincementconcrete , Reinforcecementconcrete , Plinthfilling , Tmt Bar For Steel , Centeringuptobelowplintlevel , Centeringuptoaboveplintlevel , Drystone , Groutingpocket , Punning , Structuralsteel , Stomewarepipesof 150Mm , Constructionmasonrychamber , Demolishingbrickwork , Brickwork , Exteriorpaint , Premiumacrylicemulsion , Plastering , Rrmasonry , Steelshutters , Design - Excavation Manually - Earth Work In Rough Excavation Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth Breaking Clods Watering Rolling Each Layer With , Excavation Mechanical - Earth Work In Excavation By Mechanical Means Hydraulic Excavator Manual Means Over Areas Exceeding 30 Cm In Depth 1 Point 5 M In Width As Well As 10 Sqm On Plan Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1 Point 5 M As Directed By Engineer In Charge All Kinds Of Soil , Backfilling - Filling Available Excavated Earth Excluding Rock In Trenches Plinth Sides Of Foundations Etc In Layers Not Exceeding 20Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Up To 50 M And Lift Up To 1 Point 5 M , Rcc Demolishing - Demolishing Rcc Work Manually By Mechanical Means Includingstacking Of Steel Bars And Disposal Of Unserviceable Material Within 100Metres Lead As Per Direction Of Engineer In Charge Cum , Plaincementconcrete - Providing And Laying In Position Cement Concrete 1 Isto 3 Isto 6 1 Cement 3 Coarse Sand 6 Graded Stone Aggregate 20 Mm Nominal Size Excluding The Cost Of Centering And Shuttering At All Levels As Per Directions Of Engineer In Charge , Reinforcecementconcrete - Providing And Laying In Position 1Isto 1 Point 5 Isto 3 1 Cement 1 Point 5 Coarse Sand 3 Graded Stone Aggregate 20 Mm Nominal Size Of Reinforced Cement Concrete Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement At All Levels During Construction Of Slab Decking Sheet Should Be Included As Per Directions Of Engineer In Charge , Plinthfilling - Supplying And Filling In Plinth With Sand Under Floors Including Wateringramming Consolidating And Dressing Complete , Tmt Bar For Steel - Steel Reinforcement For Rcc Work Ready To Use Cut And Bendrebars Of Approved Make From Factory Or Workshop To Constructionsite Including Placing In Position And Binding All Complete Uptoplinth Level And Above Plinth Level 5 Point 22B1 Thermo Mechanically Treated Bars Of Grade Fe 500D Or More , Centeringuptobelowplintlevel - Centering And Shuttering Including Strutting Propping Etc And Removal Of Form As Per Directions Of Engineer In Charge At All Leads And Lift In Foundations Footings Bases Of Columns Etc Below Plinth Level , Centeringuptoaboveplintlevel - Centering And Shuttering Including Strutting Propping Etc And Removal Of Form As Per Directions Of Engineer In Charge At All Leads And Lift In Superstructure Columns Lintels Beams Plinth Beams Roofs Etc Above Plint Level , Drystone - Dry Stone Pitching 22 Point 5 Cm Thick Including Supply Of Stones Andpreparing Surface Complete , Groutingpocket - Providing And Grouting Of Pockets With Cementitious Grout Non Shrink Of Approved Make By Suitable Means Free Flowing Pump Curing Etc Complete As Per Directions Of Engineer In Charge The Payment Shall Be Made On The Basis Of Actual Weight Of Approved Grout Used As Per Directions Of Engineer In Charge , Punning - Neat Cement Punning , Structuralsteel - Structural Steel Work Riveted Bolted Or Welded In Built Up Sections And Framed Work Like Purlins Frames Trusses Etc Including Cutting Hoisting Fixing In Position And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Approved Steel Primer Complete As Per Directions Of Engineer In Charge , Stomewarepipesof 150Mm - Providing Laying And Jointing Glazed Stoneware Pipes Of 150Mm Dia Pipe Of Class Sp1with Stiff Mixture Of Cement Mortar In The Proportion Of 1Isto1 1 Cement 1 Fine Sand Including Testing Of Joints Etc Complete As Per Directions Of Engineer In Charge , Constructionmasonrychamber - Constructing Masonry Chamber 120X120x100 Cm Inside, In Brick Work In Cement Mortar 1Isto 4 1 Cement 4 Coarse Sand For Sluice Valve With Ci Surface Box 100 Mm Top Diameter 160 Mm Bottom Diameter And 180 Mm Deep Inside With Chained Lid And Rcc Top Slab 1 Isto 2 Isto 4 Mix 1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 Mm Nominal Size Ic Necessary Excavation Foundation Concrete 1 Isto 5 Isto 10 1 Cement 5 Fine Sand 10 Graded Stone Aggregate 40 Mm Nominal Size And Inside Plastering With Cement Mortar 1 Isto3 1 Cement 3 Coarse Sand 12 Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 18 Point 35 Point 1 With Common Burnt Clay F P S Non Modular Bricks Ofclass Designation 7 Point 5 Complete As Per Directions Of Engineer In Charge , Demolishingbrickwork - Demolishing Brick Work Manually Or By Mechanical Means Includingstacking Of Serviceable Material And Disposal Of Unserviceable Materialwithin 50 Metres Lead As Per Direction Of Engineer In Charge 15 Point7 Point 4 In Cement Mortar , Brickwork - Brick Work With Non Modular Fly Ash Bricks Conforming To Is12894class Designation 10 Average Compressive Strength In Super Structureabove Plinth Level Up To Floor V Level In , Exteriorpaint - Finishing Walls With Textured Exterior Paint Of Required Shade 13 Point45 Point 1 New Work Two Or More Coats Applied 3 Point 28 Ltr Per 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied 2 Point 20Kg Per 10 Sqm , Premiumacrylicemulsion - Finishing Walls With 100 Percentage Premium Acrylic Emulsion Paint Havingvoc Less Than 50 Gm Per Litre And Uv Resistance As Per Is 15489 2004 Alkali And Fungal Resistance Dirt Resistance Exterior Paint Of Required Shade Company Depot Tinted With Silicon Additive New Work Two Or More Coats Applied 1 Point 43 Litre Per 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied 0 Point 90 Litre Per 10 Sqm , Plastering - 15 Mm Cement Plaster With Mix 1 Isto 6 1 Cement 6 Fine Sand At All Heights And Lead As Per Directions Of Engineer In Charge , Rrmasonry - Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1Isto 6 Isto 12 1 Cement 6 Coarse Sand 12Graded Stone Aggregate 20 Mm Nominal Size Up To Plinth Level With Cement Mortar 1 Isto 6 1 Cement 6 Coarse Sand Including Cost Of All Materials Tools And Tackles And Labour Etc Complete As Per Directions Of Engineer In Charge , Steelshutters - Providing And Fixing In Position Collapsible Steel Shutters With Verticalchannels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mmsize, With Top And Bottom Rail Of T Iron 40X40x6 Mm, With 40 Mm Diasteel Pulleys Complete With Bolts, Nuts Locking Arrangement Stoppershandles Including Applying A Priming Coat Of Approved Steel Primer , Design - Design And Detailed Engineering Consulting Services Vetting Of Design Calculation And Drawings Of Civil And Structural Works
Basic Detail
Tender No GEM/2026/B/8254652
Bidding Type Tender
Location
City Cuddapath
State Andhra Pradesh
Key Dates
Publish Date 08 Nov 2026
Submission Date 30 Nov 2026
Open Date 01 Dec 2026
Finance
Tender Value 3.39 Crore
Tender Fee Ref. Documents
EMD 3.39 Lakhs
Exemption Not Available
Document List
0cce6361-94ed-4f14-8649-6d2d012b52cd.pdf
1794120095.xlsx
final_tender_document_inline_with_proposed_subject__2026-11-08-12-01-24_218bf940fa0050fa88bae0b9998f0bf1.pdf
10143315_Boq_1.xlsx
tender_e0dba997-f1c8-48ed-b1b81794121072672_tmplcivil3.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Nov 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Dec 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
pdf

0cce6361-94ed-4f14-8649-6d2d012b52cd.pdf

xlsx

1794120095.xlsx

pdf

final_tender_document_inline_with_proposed_subject__2026-11-08-12-01-24_218bf940fa0050fa88bae0b9998f0bf1.pdf

xlsx

10143315_Boq_1.xlsx

pdf

tender_e0dba997-f1c8-48ed-b1b81794121072672_tmplcivil3.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender