Archaeological Survey Of India Tender
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Costs
EMD
₹ 60,747Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ASI_860686_1Tender No
3/159/JPR/2024-25-W-Tender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Taking out of R.R. Stone masonry / old brick masonry very carefully without damaging the adjoining structure including staking of serviceable material at suitable place for re-use with lead approx. 100mtr avg. and lift approx. 20 mtr avg. as per directions given by engineer-in-charge etc complete.
132
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R.R. stone masonry / old brick masonry matching with ancient bricks of monument (100% available/collected stone/ ancient / old bricks) in lime surkhi mortar 1:1:1 (1lime :1 surkhi : 1coarse sand) as per matching the original with lead approx. 100 mtr and lift/down 5.00 mtr avg. etc complete in all respect as per directions given by engineer-in-charge.
222
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding with avg. lead approx. 600mtr & avg. lift approx. 110mtr etc complete as per directions given by engineer-in-charge.
120
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Recess pointing on Stone Masonry with lime mortar 1:1:1 (1lime : 1c.sand (with less than 8% clay content) : 1brick surkhi) mortar to be prepared in garath mixed with adhesive material like gud, belgiri, gond, etc complete as directed by engineer-in-charge.
470
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Providing water tanker 5000 ltr capacity for masonry work and water curing purpose.
20
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by manual/mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
950
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Making of 2 masonry tanks of size 2.00x1.96x1.00m above ground level and 2.00x1.96x0.85m with proper size and design for slaking of lime and grinding of mortar, including all labour and material with 0.23m thickness of brick masonry walls (with 1:6 Cement Mortar) of tanks in class designation 7.5 bricks with neat coat of cement plaster 1:6 (1cement : 6 coarse sand) and 1:4:8 cement concrete of thickness 0.10m at the bottom of both tanks, the tanks has to be dismantled after the completion of work and area to be levelled with sand for site clearance and good appearance after the completion of work etc complete as per directions of engineer-in-charge.
1
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Making of masonry tank of size 2.46x1.50x2.00m with height of tank 0.60m above ground level with proper size and design for storing the water, including all labour and material with 0.23m thickness of brick masonry walls (in 1:4 Cement Mortar) of tank in class designation 7.5 bricks with neat coat of cement plaster 1:4 (1cement : 4 coarse sand) and 1:2:4 cement concrete of thickness 0.10m at the bottom of tank, the tank has to be dismantled after the completion of work and area to be levelled with sand for site clearance and good appearance after the completion of work etc complete as per directions of engineer-in-charge.
1
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R.R. stone masonry for Kangura (100% available/collected stone) / ancient brick masonry matching with the monument in lime surkhi mortar 1:1:1 (1lime :1 surkhi : 1coarse sand) as per matching the original with lead approx. 100 mtr and lift/down 5.00 mtr avg. etc complete in all respect as per directions given by engineer-in-charge.
25.53
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