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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical OK |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical 171 AGYARAM COLONY TEELAKHEDI ROAD AGYARAM COLONY VIDISHA MADHYA PRADESH 464001 | VIDISHA | MADHYA PRADESH | 464001 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹99.9 L
EMD Value
₹10.0 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Executive Officer
npp shikarpur
cc rod
2026_DOLBU_1128222_1
2037 18.03.2026
Open Tender
Civil Works
30 days
npp shikarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Executive Officer NPP Shikarpur
₹10.0 L
6 Jun 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
30 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. D.S.R 2023 2.38 | |||||
| 2Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density. (A.R) | |||||
| 3Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A.R) | |||||
| 4Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge D.S.R 2023 16.43 | |||||
| 5Providing and laying 80mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(A.R) | |||||
| 6Providind and Fixing Sign board. | |||||
| 718% GST | |||||
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