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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical OK |
| 2 | Accepted-Technical | Accepted-Technical OK |
| 3 | Accepted-Technical | Accepted-Technical OK |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
5 Mar 2026, 4:00 pmClosed
EO NP BHARAT BHARI
EO NP BHARAT BHARI
Nagar Panchayat Bharat Bhari Ke Ward Na0- 13 Me C0C0 Sadak Se Durga Mata Mandir Ke Aage Tak Nala Nirman Karya
2026_DOLBU_1114141_4
752 /N.P.BHARAT BHARI 2025-26 DATE 07.02.2026
Open Tender
Civil Works
180 days
BHARAT BHARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,200
EO NP BHARAT BHARI
₹2.0 L
Yes
12 Mar 2026
10 Feb 2026
6 Mar 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
Site clearece
Excavation in foundation in ordinary soil(loom clay or sand) including lift upto 1.50meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surface earth as directed by the E/l upto a distance of 30meter from the foundation trenches.
Providing and laying sand filling in plinth level.SR NO 251
Cement Concrete with 4cm, gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work.
R.C.C.work with cement approved corse sand and 20mm gauge approved ston grit in the proportion of 1:11/2:3in lintels of doors and windows, excluding supply of renforcement and its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including .S/O all materials for proper completion of the work. As per S.O.R .- 284A
Supply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Rechnical specifications.
Earth work in cutting or in embankment in ordinary soil excavetion to be in the from of regular pits not exceeding 1/2 moter (20")in depth and earth work in embankment to be in 20 cm (8") layers, Including ramming and deessing the surface to required levels and slopes and also
Add for G.S.T. @ 18 %
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