Rural Engineering Department Tender
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The Rural Engineering Department has issued a formal invitation for competitive bids for G.p. Pratappur Uprahar Me Pratappur Uprahar Sampark Marg Se Nand Prasad Mishra Ke Ghar Ki Taraf Tak Interlocking Nirman Karya-viseshwarganj_25 in Bahraich, Uttar Pradesh, with an estimated contract value of Rs. 7,50,910. The bid opening date for this tender is 15-04-2025 and the last date for bid submission is 24-04-2025. Interested bidders for Rural Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Engineering Department Tender
Opening Date15 Apr 2025
Closing Date24 Apr 2025
Tender Amount₹ 7,50,910.8 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 15,100Document Cost
₹ 788Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_1027585_25Bid Award Id
ViewTender No
1377/R.E.D./E-Tender/2024-25, Dt. 24.03.2025Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
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Providing, laying, G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 As per MORD Sr. No.4.7(3) & Technical Specification Clauses 405.
32.48
5348
173732.27
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
15.53
6580
102199.82
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed)
1.44
9600
13824
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E/W in cutting or in embankment oridinary soil excavation to be in the form or regular pits not exceeding 50 m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer-in-charge. (As per SOR Sl No. 253.
74.02
110
8142.2
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Excavation in foundation in oridanary soil (Loam clay or sand ) including filling lift up to 1.5 m and lead upto 30 m &b including filling watering & ramming of excavated earth into the trenches or into the space between the building and the site of foundation trenches into the plinth and removval and disposal of surplus earth as directed by the engineeer in charge into a distance of 30 m from the foundation trenches.
11.25
125
1406.25
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Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete As per MORD Sr. No.4.1 and Technical Specification Clause 401.
21.73
4189
91040.01
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