Archaeological Survey Of India Tender
View complete overview of Goa ASI Tender
Costs
EMD
₹ 9,48,157Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_ASI_727760_1Bid Award Id
ViewTender No
36/2022-23/Goa Circle/AguadaTender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
4TermsAndConditionsOfContractInstructionsForOnlineBidSubmission
BOQ Items
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De-watering the water from the moat area (as and when required) by hiring 21 HP motor pump including fuel and other accessories, etc. complete. As directed by the work I/c in site.
100
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Clearance of fallen debris from the moat, backfill including lift to a height of 8.00 mtrs including disposal to a distance of 10 km away from the municipal limit, etc. complete. As directed by the work I/c in site.
412.5
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Earthwork in excavation in laterite soil for the foundation including stacking of soil for the backfilling, levelling, etc complete. As directed by the work I/c in site.
649.25
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Providing and laying laterite rubble soling to a depth of 0.40m including sand filling, ramming, consolidating, watering, carrying materials to the moat, etc complete. As directed by the work I/c in site.
94
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Providing and laying lime concrete in 1:2:4 in foundation including carrying materials, mixing, compacting curing, etc complete. As directed by the work I/c in site.
141
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Construction of laterite stone masonry(fortification wall) in Lime mortar (1:1:1) upto 3 mtr height from working level as per original evidence including pointing the joints, providing weep holes at regular intervals, erection of scaffolding, carrying, lifting materials etc. complete. As directed by the work I/c in site.
929.58
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Construction of laterite stone masonry (fortification wall) in lime mortar (1:1:1) above 3 mtr height from (ground level) moat area upto top of fort wall as per original evidence including pointing the joints, providing weep holes at regular intervals, erection of scaffolding, carrying, lifting materials etc complete. As directed by the work I/c in site.
617.25
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Back filling the fortification wall as per site condition with 30% dry laterite rubble, 30% new earth and 40% available earth and rubble including ramming, compacting, in layers, watering, etc complete. As directed by the work I/c in site.
1059
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Pointing in lime mortar 1:1:1 to the laterite stone masonry including raking the joints, cleaning the surface, pointing, matching color with the stone, curing, etc complete. As directed by the work I/c in site.
120
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Supplying and fixing the visitor bench made by using dressed sand stone slabs – the main seating stone slab size: 1.50 x 0.55m (0.10 m thick) with chamfered edges along the length side rested on two vertical sand stone block members of size: 0.15 x 0.45 x 0.60m which are embedded in CC below the ground level including all charges such as dressing, lifting, transportation, loading, unloading, fixing at site at appropriate locations, etc complete. [as per the drawing] As directed by the work I/c in site.
20
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Fixing G.I. railing on moat wall by using 4” G.I. pipe alround horizontally 3m in length and vertically 1.10m in height with 0.30m inserted in masonry with suitable hold fast on either side and with two 4” G.I. long bends on either top corners. M.S. flat 5cm and 6mm thick is welded at the bottom of the railing 5cm above ground level and 20 mm M.S. square rod welded 14cm c/c between two vertical 4” G.I. pipe including cutting, welding, making hole in masonry, concreting, painting with one coat of metal primer and two coat of synthetic enamel paint, etc. complete. As directed by the work I/c in site.
65
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