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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Finance | -30.00% | ₹7.3 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 L+₹2.8 L (38.6%)Admitted-Finance | -3.00% | ₹10.2 L+₹2.8 L (38.6%) | L2 | Admitted-Finance |
| 3 | L3₹10.3 L+₹3.0 L (40.7%)Admitted-Finance | -1.50% | ₹10.3 L+₹3.0 L (40.7%) | L3 | Admitted-Finance |
| 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
₹10.5 L
EMD Value
₹21,000
Closing Date
13 Aug 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PISANGAN
Construction of Gravel Road Form Gram Nyayalaya to aayush Hospital
2026_DLB_580514_3
1247
Open Tender
Civil Works
Percentage
NAGAR PALIKA PISANGAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICER/MDRISL
₹21,000
Yes
19 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 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 |
|---|---|---|---|---|---|
| 1 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | 2,684 | SQM | 41 | ₹1,10,044 |
| 2 | 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 | 402.6 | CUM | 1,106 | ₹4,45,275.6 |
| 3 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 268.4 | CUM | 1,775 | ₹4,76,410 |
| 4 | 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) | 100.65 | CUM | 178.5 | ₹17,966.03 |
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