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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-Finance | L1 | Accepted-Finance The L1 bidder | |
| 2 | L2₹37.6 L+₹1.6 L (4.47%)Rejected-Finance | L2 | Rejected-Finance Not the L1 bidder | |
| 3 | Rejected-Technical C O SAROJ KUMAR DUBEY VILLAGE ALAHNAPUR VILLAGE ALAHNAPUR KANNAUJ ALAHNAPUR KANNAUJ UTTAR PRADESH 209721 | KANNAUJ | UTTAR PRADESH | 209721 | - | Rejected-Technical Did not fulfilled the technical eligibility criteria as per RFP | |
| 4 | Rejected-Technical | - | Rejected-Technical Did not fulfilled the technical eligibility criteria as per RFP |
Tender Value
₹36.0 L
EMD Value
₹89,956
Closing Date
6 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Archaeologist
O/o The Superintending Archaeologist, Archaeological Survey of India, Hyderabad Circle, Kendriya Sadan, IInd Block, IIIrd Floor, Sultan Bazaar, Koti, Hyderabad, 500001 (T.S)
Removal of earth, debris heaps for exposing the ground level, Laying lime concrete, Construction of cursed Rubble masonry in lime surkhi mortar, Resetting of base stone of Prakara wall, Resetting of veneer stones cladding stones.
2025_ASI_845028_1
T-15015/29/2024-Hyderabad Circle/2735
Open Tender
Civil Works
Works
Ramappa Temple, Palampet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹89,956
Yes
24/01/2025
14 Feb 2025
17 Jan 2025
7 Feb 2025
17 Jan 2025
6 Feb 2025
17 Jan 2025
24 Jan 2025
Amount
Name of the Monument / Site: Ramappa Temple, Palampet
Removal of earth, debris heaps for exposing the ground level, and borders (base layers) of the Prakara wall on all sides and also to level the existing ground to maintain the equal level and stocking of useful stones for reuse, disposal of unused materials, including, labour charges etc. complete all as per the directions and instructions of the ASI officials and site in-charge. (Quantity may be vary as per the site conditions)
Laying lime concrete 1:1:1 using lime, surkhi and 20mm brick aggregate for foundation and bedding, including bailing out water manually for formwork, compacting, consolidating using surface compacter in layers and curing etc. complete all as per the directions and instructions of the ASI officials and site in-charge (Quantity may be vary as per the site conditions)
Construction of coursed Rubble masonry in lime surkhi mortar (1:1:1) using hard trap stones of size 0.30mx0.30mx0.45m obtained from approved quarry for foundation including racking out joints and curing etc. complete for foundation of ancient Prakara wall. Complete all as per the directions and instructions of the ASI officials and site in-charge. (Quantity may be vary as per the site conditions)
Resetting of base stone of Prakara wall in lime surkhi mortar (1:1:1) in existing stones available at site with size of 2.20m x (0.60m to 0.30m) x 0.35 thick including racking out joints and curing etc. complete all as per the directions and instructions of the ASI officials and site in-charge. (Quantity may be vary as per the site conditions)
Resetting of veneer stones/cladding stones of Prakara wall by self interlocking method in dry masonry using existing stones available at site with maximum size: 3.5mx0.75mx0.30m and minimum size less 1.30mx0.95mx0.30m thick etc. inclusive of lifting positioning and erection of coping stones etc. complete all as per the directions and instructions of the ASI officials and site in-charge (Quantity may be vary as per the site conditions)
Core filling using good quality bricks in lime surkhi mortar inclusive of formwork, compacting and curing including material charges, labour charges and all applicable taxes etc. all complete and as per the directions and instructions of the ASI officials and site in-charge. (Quantity may be vary as per the site conditions)
Resetting of available capping/coping stones of Prakara Wall by self interlocking method in dry masonry with maximum size: 2.70mx1.90mx0.30m thick etc. inclusive of lifting, positioning and erection coping stones etc. complete all as per the directions and instructions of the ASI officials and site in-charge. (Quantity may be vary as per the site conditions)
M N NAIDU CONSTRUCTIONS (BID ID -3165382)
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