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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Finance | -2.01% | ₹10.7 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical N A MAVAIYA HARDOPATTI GYANPUR GYANPUR MAVAIYA HARDOPATTI BHADOHI UTTAR PRADESH 221304 | BHADOHI | UTTAR PRADESH | 221304 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹10.9 L
EMD Value
₹21,760
Closing Date
22 Jan 2026, 6:00 pmClosed
EXECUTIVE OFFICER
OFFICE OF THE MUNICIPAL BOARD SINGHANA
Construction of C C Road from main rasta to suklo ki dhani
2026_DLB_526940_1
NPS/VIKAS/2025-26/2241-45
Open Tender
Civil Works
90 days
Construction of C C Road from main rasta to suklo
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Secretary, RREIS
₹21,760
Yes
6 Feb 2026
12 Jan 2026
27 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
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
carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth 3 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 gradationafter 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
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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