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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.3 LAdmitted-Finance | +1.99% | ₹27.3 L | L1 | Admitted-Finance |
Tender Value
₹26.8 L
EMD Value
₹53,580
Closing Date
18 May 2026, 5:00 pmClosed
EO
NP PAOTA PRAGPURA
E NIT 20/2026-27 WORK NO 12 NAGAR PALIKA PAOTA PRAGPURA
2026_DLB_557345_12
E NIT NO 20/2026 REF NUMBER 127
Open Tender
Civil Works
np paota pragpura
E NIT 20/2026-27 WORK NO 12 NAGAR PALIKA PAOTA PRAGPURA
2 documents required · 2 mandatory
₹1,000
np paota pragpura
₹53,580
Yes
4 Jun 2026
8 May 2026
21 May 2026
8 May 2026
18 May 2026
8 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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) | 1,012.5 | P/Cum | 178.5 | ₹1,80,731.25 | 1 |
| 2 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), 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 | 253.13 | P/Cum | 1,157 | ₹2,92,871.41 | 2 |
| 3 | 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 manualy, 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. | 168.75 | P/Cum | 2,955 | ₹4,98,656.25 | 3 |
| 4 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in 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 in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to linesand 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 | 253.13 | P/Cum | 6,740 | ₹17,06,096.2 | 4 |
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