Archaeological Survey Of India Tender

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Archaeological Survey Of India - ASI Tender

Works
Civil And Construction
Civil Works Others
Excavation
Eprocure
Opening Date17 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 35,98,229 
Notes
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Costs

Summary

Mw (sr) Restoration Of Missed Portion Of Prakara Wall On North East Of Ramappa Temple, Palampet- Execution Of Work

Description

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BOQ Items

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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)

94.5

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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)

20.19

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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)

52.84

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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)

88.06

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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)

17.3

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Level) after deductions Qty 1700.761- 450.328= 1250.433)

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