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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | -4.10% | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 LAdmitted-Finance 0 322230 | KARAULI | RAJASTHAN | 322230 | -2.45% | ₹4.9 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
14 Jan 2026, 6:00 pmClosed
commissioner
Nagar Parishad Behror
Construction work of nali at devnagar
2026_DLB_526114_1
NPB/2025-26/186
Open Tender
Civil Works
behror
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
as per nit
₹10,000
Yes
27 Jan 2026
8 Jan 2026
15 Jan 2026
8 Jan 2026
14 Jan 2026
8 Jan 2026
Laying and Jointing PVC Pipe. Heading
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil In all type of soil
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, 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, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and laying lean cement concrete 1:4:8 in 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, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually,compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion.
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete Foundations, footings, bases of columns, etc. for mass concrete
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