Directorate Of RD PRIS And ULBS Tender
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The Directorate Of RD PRIS And ULBS has issued a formal invitation for competitive bids for Construction Of Culvert On The Road Leading Towards Dhaeminder Singh Toor House At W.no.02 Govind Nagar Gram Panchayat By Panchayat Samiti Campbell Bay. in Nicobar, Andaman & Nicobar Islands, with an estimated contract value of Rs. 9,70,620. The bid opening date for this tender is 22-05-2025 and the last date for bid submission is 04-06-2025. Interested bidders for Directorate Of RD PRIS And ULBS tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 May 2025
Closing Date4 Jun 2025
Tender Amount₹ 9,70,620
Costs
EMD
₹ 19,412Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDPRI_18700_1Tender No
EE/PRI/SAD-I/GEN/2025-26/20Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
7.5
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
28.5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
629.09
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.24
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
3.2
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
2.59
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundations, footings, bases for columns, etc. for mass concrete
3.76
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
32.8
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Suspended floors, roofs, landings, balconies and access platform
14.96
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6 mm cement plaster of mix :
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1:3 (1 cement : 3 fine sand)
36.16
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
61.6
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
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40 mm thick with 20 mm nominal size stone aggregate
25
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Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
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50 mm dia PVC pipe
24.8
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