Archaeological Survey Of India Tender
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Archaeological Survey Of India - ASI Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 64,47,069
Costs
EMD
₹ 1,61,177Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
(mc And Ew) Sr For Conservation And Development To Palace Complex Within The Area Around Sirpur Village, Distt- Mahasamund
Description
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Contact
Tender Id
2025_ASI_843340_1Bid Award Id
ViewTender No
15-1/426/24-25-WTender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
(MC and EW) SR for conservation and development to Palace complex within the area around sirpur village, Distt- Mahasamund.
(MC and EW) SR for conservation and development to Palace complex within the area around sirpur village, Distt- Mahasamund
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer in charge in All kinds of soil
443.52
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Provision for raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing / refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead.
704
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Provision for providing recess pointing with use of traditional mortar of racked joints
704
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Cleaning the stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc.,
300
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Provision for fixing the sand stone flooring by using 100mm new stones duly smooth dressed and with fine joints as per original including pointing in cement mortar (1 cement: 5 coarse sand) including supply of all materials, labours and T&P etc
693
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Provision for Random rubble masonry work with hard stone in superstructure above plinth level and upto floor five level with Cement mortar 1:6 (1 cement : 6 coarse sand)
59.25
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
608
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter open able length ( total length 90 m), having 50nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied etc
320
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6(1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
58.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
58.8
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge with material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value 25
117.6
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value 30
117.6
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