Bid Publish Date
01-Oct-2026, 7:50 pm
Bid End Date
23-Oct-2026, 3:00 pm
EMD
₹1,71,351
Value
₹68,54,023
Location
Progress
Public procurement opportunity for Archaeological Survey Of India (asi) Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc, Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches, Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc, Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse, Earth work excavation for foundation in trenches to a depth of more than 3 meters, Providing and laying lime concrete mixed with 50 percent lime, Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones, Construction of RR masonry gravity retaining wall in in Lime mortar, Reconstruction of RR masonry base with available stones in Lime mortar, Reconstruction of the fallen fortification wall in LM, Back filling the breach with gravelly earth mixed with boulders with proper compaction, providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones, Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc, Development of outer earthen embankment Provision for Extending or strengthening outer earthen, Providing supporting wall with PCC, Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones, Providing Rubble Stone masonry pitching in CM in KURNOOL, ANDHRA PRADESH. Quantity: 2501 issued by. Submission Deadline: 23-10-2026 15: 00: 00. View full details and respond.
Quantity
2501
Category
Earth work excavation for foundation in trenches to a depth of more than 3 meters
Bid Type
Two Packet Bid
Bid Validity
30 (Days)
Bid Type
Service
Evaluation
Total value wise evaluation
Inspection Required
No
Tech Clarification Time
2 Days
EMD Required
Yes
MSE Purchase Preference
Yes
MSE Preference Band
L1+15%
MSE Exemption/Relaxation
Yes
Startup Exemption/Relaxation
No
Bid Splitting Applied
No
Min. Avg. Annual Turnover
20
Past Performance
30 %
Arbitration Clause
No
Mediation Clause
No
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
No
Item Category
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc , Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches , Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc , Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse , Earth work excavation for foundation in trenches to a depth of more than 3 meters , Providing and laying lime concrete mixed with 50 percent lime , Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones , Construction of RR masonry gravity retaining wall in in Lime mortar , Reconstruction of RR masonry base with available stones in Lime mortar , Reconstruction of the fallen fortification wall in LM , Back filling the breach with gravelly earth mixed with boulders with proper compaction , providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones , Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc , Development of outer earthen embankment Provision for Extending or strengthening outer earthen , Providing supporting wall with PCC , Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones , Providing Rubble Stone masonry pitching in CM
Advisory Bank
State Bank of India
ePBG Percentage
5%
ePBG Duration (Months)
6
Max Delivery Days
20
Delivery Locations
1
Delivery Cities
Kurnool
Delivery Pincodes
518001
| Consignee | Address | City | State | Pincode | Quantity | Delivery Days | Additional Requirement |
|---|---|---|---|---|---|---|---|
| Yammanuru Dhakareddy | 518001,Office of the Conservation Assistant, Archaeological Survey of India, Kurnool Sub Circle, Abdul Wahab Khan Tomb Complex, Osmania College Road, 1 Town, Kurnool., Kurnool, 518001 | Kurnool | Andhra Pradesh | 518001 | 227 | 20 | - |
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Main Document
BOQ
BOQ
OTHER
GEM_GENERAL_TERMS_AND_CONDITIONS
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc
Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches
Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches
Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc
Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc
Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse
Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse
Earth work excavation for foundation in trenches to a depth of more than 3 meters
Earth work excavation for foundation in trenches to a depth of more than 3 meters
Providing and laying lime concrete mixed with 50 percent lime
Providing and laying lime concrete mixed with 50 percent lime
Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones
Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones
Construction of RR masonry gravity retaining wall in in Lime mortar
Construction of RR masonry gravity retaining wall in in Lime mortar
Reconstruction of RR masonry base with available stones in Lime mortar
Reconstruction of RR masonry base with available stones in Lime mortar
Reconstruction of the fallen fortification wall in LM
Reconstruction of the fallen fortification wall in LM
Back filling the breach with gravelly earth mixed with boulders with proper compaction
Back filling the breach with gravelly earth mixed with boulders with proper compaction
providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones
providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones
Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc
Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc
Development of outer earthen embankment Provision for Extending or strengthening outer earthen
Development of outer earthen embankment Provision for Extending or strengthening outer earthen
Providing supporting wall with PCC
Providing supporting wall with PCC
Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones
Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones
Providing Rubble Stone masonry pitching in CM
Providing Rubble Stone masonry pitching in CM
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc | Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc | 227 | sqmtr | cakurnool@asi | 20 | |
| 2 | Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches | Documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches | 24 | cumtr | cakurnool@asi | 20 | |
| 3 | Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc | Removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc | 277 | cumtr | cakurnool@asi | 20 | |
| 4 | Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse | Careful removal of disturbed Random rubble base stones below the fort wall and stacking them for reuse | 36 | cumtr | cakurnool@asi | 20 | |
| 5 | Earth work excavation for foundation in trenches to a depth of more than 3 meters | Earth work excavation for foundation in trenches to a depth of more than 3 meters | 220 | cumtr | cakurnool@asi | 20 | |
| 6 | Providing and laying lime concrete mixed with 50 percent lime | Providing and laying lime concrete mixed with 50 percent lime | 33 | cumtr | cakurnool@asi | 20 | |
| 7 | Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones | Providing RR masonry footings in CM one in four ratio in stepped manner over the PCC bed with hard granite stones | 26 | cumtr | cakurnool@asi | 20 | |
| 8 | Construction of RR masonry gravity retaining wall in in Lime mortar | Construction of RR masonry gravity retaining wall in in Lime mortar | 283 | cumtr | cakurnool@asi | 20 | |
| 9 | Reconstruction of RR masonry base with available stones in Lime mortar | Reconstruction of RR masonry base with available stones in Lime mortar | 36 | cumtr | cakurnool@asi | 20 | |
| 10 | Reconstruction of the fallen fortification wall in LM | Reconstruction of the fallen fortification wall in LM | 112 | cumtr | cakurnool@asi | 20 | |
| 11 | Back filling the breach with gravelly earth mixed with boulders with proper compaction | Back filling the breach with gravelly earth mixed with boulders with proper compaction | 263 | cumtr | cakurnool@asi | 20 | |
| 12 | providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones | providing stone pitching for water tightening over the rampart of re-constructed fallen breaches with granite stones | 199 | sqmtr | cakurnool@asi | 20 | |
| 13 | Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc | Providing dry stone masonry pitching to the inner sloped embankment of the fallen fort wall etc | 27 | sqmtr | cakurnool@asi | 20 | |
| 14 | Development of outer earthen embankment Provision for Extending or strengthening outer earthen | Development of outer earthen embankment Provision for Extending or strengthening outer earthen | 364 | cumtr | cakurnool@asi | 20 | |
| 15 | Providing supporting wall with PCC | Providing supporting wall with PCC | 3 | cumtr | cakurnool@asi | 20 | |
| 16 | Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones | Providing stone pitching for water tightening over the outer embankment of fallen breaches with granite stones | 159 | sqmtr | cakurnool@asi | 20 | |
| 17 | Providing Rubble Stone masonry pitching in CM | Providing Rubble Stone masonry pitching in CM | 212 | sqmtr | cakurnool@asi | 20 |
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Past Performance
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