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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹1.9 L
EMD Value
₹18,915
Closing Date
2 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE OFFICER
NPP MANJHANPUR KAUSHAMBI
Ward Number 07 D Au Shyama Prasad Mukharje Nagar Majara Ajad Nagar Men Sthit Avashesh Nalakop Bhavan Ka Nirman Kary
2025_DOLBU_1098686_11
1045/N.P.P.M./E-NIV/2025-26 11-12-2025
Open Tender
Civil Works
Percentage
30 days
NPP MANJHANPUR KAUSHAMBI
Please refer Tender documents.
2 documents required · 2 mandatory
₹295
Yes
EXECUTIVE OFFICER
₹18,915
Yes
6 Jan 2026
13 Dec 2025
3 Jan 2026
13 Dec 2025
2 Jan 2026
13 Dec 2025
E/w excavation in foundation in ordinary soil etc all cost complete. PWD SOR No 251
P.C.C 1:4:8 PWD SOR 281
M - 150 Brick work in 1:4 ( 1 Cement & four fine sand) ( of 1.25 F.M.) morter. PWD SI No 305
Plaster 1:4 cement PWD SOR 13.11 C
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR code no 13.80
Distempering (First coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J and N Shalimar, Asian Paints after thoroughly brushing the surface free from mortar droppings and other foreign materials and also including preparing the surface even with plaster of paris or approved synthetic material and sand papered smooth including cost of all materials, labour, T&P etc. PWD SOR No 649
RCC work in 1:1.5:3 with cement c/sand & 20mm gauge stone grite in super structure as per PWD SOR 284
M/S iron work for RCC work including all cost complete with cutting &moulding as per PWD SOR 504
M.S. Iron work PWD SOR 503(A)
Earth work in embankment mechanically compacted to 97-100% of maximum dry density/proctor density in ordinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and local earth work in embankment to be in 20 cms. Layers watering the earth
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