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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -33.38% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 LAdmitted-Finance | -32.51% | ₹6.1 L | L2 | Admitted-Finance |
| 3 | L3₹6.5 LAdmitted-Finance | -27.84% | ₹6.5 L | L3 | Admitted-Finance |
| 4 | L4₹6.8 LAdmitted-Finance | -25.00% | ₹6.8 L | L4 | Admitted-Finance |
| 5 | L5₹7.4 LAdmitted-Finance | -18.00% | ₹7.4 L | L5 | Admitted-Finance |
Tender Value
₹9.0 L
EMD Value
₹18,040
Closing Date
19 Jan 2026, 12:00 pmClosed
commissioner
sujangarh
cc road construction work salim gouri (pilot) ki gali, w.n.11,
2026_DLB_524524_2
9954/29-12-2025
Open Tender
Miscellaneous Works
60 days
sujangarh
as per nps
2 documents required · 2 mandatory
₹500
commissioner/ MD RISL
₹18,040
Yes
28 Jan 2026
1 Jan 2026
20 Jan 2026
1 Jan 2026
19 Jan 2026
1 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
Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 toIS: 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 with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, 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, 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. PCC M-20
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
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