Archaeological Survey Of India Tender
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Costs
EMD
₹ 1,85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_ASI_753129_1Bid Award Id
ViewTender No
2/179-W/2023-24Tender Authority
Archaeological Survey Of India ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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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)
35.59
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including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
19201.49
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M30 grade with minimum cement content of 350 kg /cum
152.62
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Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span
355.02
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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
227.98
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1998
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Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
63.03
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Provision for fixing of special size bricks (25x17x4 cm) to the arch ceiling of the vaulted passage and pathways inside with 70 % new bricks and 30% old bricks from site
12.55
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Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
125.31
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Provision for pointing & edging of the walls etc. with lime-sand-surkhi mortar (1:1:1) mixing with organic materials after racking the joints of wall surface including cleaning, washing etc. complete
501.42
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Provision for laying of EPDM sheets on the dome surface of maidam no. 2.
1600
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Provision for transportation and carriage of construction materials from entrance gate by head load (more than 200mtrs)
1
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Provision for electrification of the vaulted passages with all necessary wires, bulbs,switches, MCB etc. complete in all respect.
1
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Provision for stacking of temporary sand filled bags to the sides of the Maidam to retain the earth during construction of the vaulted passage
1
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