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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.2 LAdmitted-Finance | +6.95% | ₹26.2 L | L1 | Admitted-Finance |
| 2 | L2₹26.9 LAdmitted-Finance | +9.95% | ₹26.9 L | L2 | Admitted-Finance |
Tender Value
₹24.5 L
EMD Value
₹48,943
Closing Date
12 Mar 2026, 6:00 pmClosed
EXECUTIVE OFFICER nagar palika chaksu
EXECUTIVE OFFICER nagar palika chaksu
CC road nirman kary vibhinn sthano par Qard no. 34
2026_DLB_542470_29
NIT 18/2025-26 EO NAGAR PALIKA CHAKSU
Open Tender
Civil Works
60 days
office nagar palika parisar chaksu
Please refer tender documents
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICE, NAGAR PALIKA CHAKSU AND MD RISL
₹48,943
Yes
1 Apr 2026
27 Feb 2026
16 Mar 2026
27 Feb 2026
12 Mar 2026
27 Feb 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. 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
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, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), 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 MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material
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.
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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