Rural Engineering Department Tender
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The Rural Engineering Department has issued a formal invitation for competitive bids for Chandrapar Uttari Gate Se Pitch Marg Se Prathmik Pathshala Mohammadpur Hote Hue Shri Vijay Shankar Ke Darwaje Tak Sadak Nirman Ka Karya in Mau, Uttar Pradesh, with an estimated contract value of Rs. 30,58,000. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 02-06-2025. 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
Civil And Construction
Road Construction
Eprocure
Opening Date27 May 2025
Closing Date2 Jun 2025
Tender Amount₹ 30,58,000
Costs
EMD
₹ 62,000Document Cost
₹ 1,104Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_1043377_1Bid Award Id
ViewTender No
1579dt31.03.2025Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
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W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, type-B 11.2mm stone screenings @0.18 Cum per 10 Sqm to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. 4.7.3) By manual means
123.75
3943
-
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7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765
0.55
65550
-
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Earth work in cutting or filling in ordinary soil including all as per S.I. No. 253+231(a) with 1 K.M. Cartage
2590
167
-
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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502.(ii)
1650
45
-
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Providing and applying tack coat with emulsion RS-1using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(ii)
1650
14
-
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Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
1650
186
-
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Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. CASE III
1650
63
-
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Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251.
24.3
109
-
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Coarse Sand Filling)
6.85
2273
-
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Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets of 450mm dia.
20
1552
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Supply and Fixing of Hume Pipe Collar 450mm
6
228
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