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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-Finance | ₹9.1 L | L1 | Accepted-Finance Lowest Amount |
| 2 | L2₹9.1 LRejected-Finance | ₹9.1 L | L2 | Rejected-Finance Highest Amount |
| 3 | L3₹9.1 LRejected-Finance | ₹9.1 L | L3 | Rejected-Finance Highest Amount |
Tender Value
₹9.1 L
EMD Value
₹19,000
Closing Date
30 Jan 2026, 11:00 amClosed
eo
np sumerpur
ward 16 devgav rode se k p inter college tak cc nali nirman kary
2026_DOLBU_1107856_1
280 date 13.01.2026/15
Open Tender
Civil Works
np sumerpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
eo
₹19,000
Yes
2 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
Site Clearnce and other unseen item
Pthotgraphy work
GSB Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401
DLC Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
PQC Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth)
Earth work in Excavation.
Sand Filling
P.C.C. 1:3:6 with stone ballast.
RCC Grade M20 using batching plant transit mixer & Manual placing (Base)
M.S. Iron work.
Suppying and Fixing of display sign board
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