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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-Finance | ₹12.5 L | L1 | Accepted-Finance due to lowest rate |
| 2 | Not Admitted-Fee/PreQual/Technical NOT SPECIFIED IN THE DOCUMENT | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Physically Tander doc not submitted |
Updated dates
Tender Value
₹12.5 L
EMD Value
₹24,980
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Officer NP, Bhandarej
Executive Officer NP, Bhandarej
cc road work mahadevwali road to dhani thali maliyaan, bhandarej
2026_DLB_543902_10
238-242 date 04.03.2026
Open Tender
Civil Works
90 days
nagar palika bhandarej
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer
₹24,980
Yes
22 May 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
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 a batching plant, transported to site, laid manually, compacting 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.
Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
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