tender for erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr , documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr , removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr , careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr , earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr , providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr , providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr , construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr , reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr , reconstruction of the fallen fortification wall in lm for 112.31 cu mtr , back filling the breach with gravelly earth mixed with boulders with proper compaction for 262.77 cu mtr , providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones for 199 sq mtr , providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc for 27 sq mtr , development of outer earthen embankment provision for extending or strengthening outer earthen for 364.50 cu mtr , providing supporting wall with pcc for 3.18 cu mtr , providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones for 159 sq mtr , providing rubble stone masonry pitching in cm for 212 sq mtr, execution of comprehensive work with materials at siddhout ysr kadapa, erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr, documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr, removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr, careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr, earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr, providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr, providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr, construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr, reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr, reconstruction of the fallen fortification wall in lm for 112.31 cu mtr, back filling the breach with gravelly earth mixed with boulders with proper compaction for 262.77 cu mtr, providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones for 199 sq mtr, providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc for 27 sq mtr, development of outer earthen embankment provision for extending or strengthening outer earthen for 364.50 cu mtr, providing supporting wall with pcc for 3.18 cu mtr, providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones for 159 sq mtr, providing rubble stone masonry pitching in cm for 212 sq mtr

You can fill out the integrated inquiry form below on this detail page to share your company profile. Our consultancy desk will review your query regarding retaining wall,reconstruction,construction,dismantling,development,earth work,bolts parameters and guide you on how to coordinate efficiently with the procurement team of Archaeological Survey Of India ASI

Tender18 provides end-to-end professional bidding support and documentation advisory for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr . Our senior analysts help you decode the complete project guidelines, manage accurate costing sheets, and complete error-free submissions on the official platform used by Archaeological Survey Of India ASI.

Most online bids face rejection during the initial evaluation round due to avoidable errors like uploading blurred document scans, submitting expired DSCs, or missing critical experience papers required for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr in Andhra Pradesh.

Eligibility for outstation bidders depends entirely on the terms set inside the document for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr. While many public sector projects allow national competitive bidding, certain localized works require local offices or specific registration metrics in Kurnool.

If this procurement is routed through the central marketplace, an active GeM Seller ID is mandatory to supply retaining wall,reconstruction,construction,dismantling,development,earth work,bolts items. Tender18 offers complete assistance for brand cataloging, profile creation, and vendor assessment required officially by Archaeological Survey Of India ASI

To register an eligible bid for these retaining wall,reconstruction,construction,dismantling,development,earth work,bolts contracts, companies must prepare their core compliance documents. Vendors operating across Andhra Pradesh must ensure they possess a valid GST registration, permanent account number (PAN), and active Class-3 Digital Signature Certificates.

This public procurement cycle is specifically looking for qualified vendors and suppliers who can provide high-quality retaining wall,reconstruction,construction,dismantling,development,earth work,bolts solutions. The operational execution, delivery, and deployment of these materials must be managed locally within the Kurnool region.

The estimated project cost and budget thresholds can be reviewed directly inside the tender document. Bidders can analyze these qualification files to check if their firm meets the financial capability criteria specified for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr by Archaeological Survey Of India ASI

You can download the commercial Bill of Quantities (BOQ) spreadsheet directly using the secure link provided on this page. The BOQ file contains the item descriptions and rate filling forms officially validated for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr within the Andhra Pradesh jurisdiction

The official timeline and deadline details for Tender For Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr , Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr , Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr , Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr , Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr , Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr , Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr , Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr , Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr , Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr , Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr , Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr , Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr , Providing Supporting Wall With Pcc For 3.18 Cu Mtr , Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr , Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr, Execution Of Comprehensive Work With Materials At Siddhout Ysr Kadapa, Erection Of Box Type Scaffolding By Using Available Scaffolding Pipes Fixing Of Scaffolding Pipes With Nuts And Bolts Etc For 226.80 Sq Mtr, Documentation And Careful Removal Or Dismantling Of Bulged Out Or Cracked Portion Of The Fort Walls Adjacent To The Breaches For 24.30 Cu Mtr, Removal Of Loose Earth Inside The Breach And Disposal Of The Surplus Excavated Earth Away From The Monument Etc For 277.38 Cu Mtr, Careful Removal Of Disturbed Random Rubble Base Stones Below The Fort Wall And Stacking Them For Reuse For 35.64 Cu Mtr, Earth Work Excavation For Foundation In Trenches To A Depth Of More Than 3 Meters For 219.51 Cu Mtr, Providing And Laying Lime Concrete Mixed With 50 Percent Lime For 33.21 Cu Mtr, Providing Rr Masonry Footings In Cm One In Four Ratio In Stepped Manner Over The Pcc Bed With Hard Granite Stones For 25.92 Cu Mtr, Construction Of Rr Masonry Gravity Retaining Wall In In Lime Mortar For 283.50 Cu Mtr, Reconstruction Of Rr Masonry Base With Available Stones In Lime Mortar For 35.64 Cu Mtr, Reconstruction Of The Fallen Fortification Wall In Lm For 112.31 Cu Mtr, Back Filling The Breach With Gravelly Earth Mixed With Boulders With Proper Compaction For 262.77 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Rampart Of Re-constructed Fallen Breaches With Granite Stones For 199 Sq Mtr, Providing Dry Stone Masonry Pitching To The Inner Sloped Embankment Of The Fallen Fort Wall Etc For 27 Sq Mtr, Development Of Outer Earthen Embankment Provision For Extending Or Strengthening Outer Earthen For 364.50 Cu Mtr, Providing Supporting Wall With Pcc For 3.18 Cu Mtr, Providing Stone Pitching For Water Tightening Over The Outer Embankment Of Fallen Breaches With Granite Stones For 159 Sq Mtr, Providing Rubble Stone Masonry Pitching In Cm For 212 Sq Mtr are available inside the detailed notification files. Bidders planning to target this contract in Kurnool should check the official portal schedule early to complete their online technical and financial submission well before the closing hours.