Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical HONDA JAIN HONDA TWO WHEELER A 5 SHREE HARI COMPLEX KHARGONE ROAD SANAWAD 451111 MP | KHARGONE | MADHYA PRADESH | 451111 | Accepted-Technical Techno commercially Qualified |
| 2 | Accepted-Technical | Accepted-Technical Techno-commercially Qualified |
| 3 | Rejected-Technical | Rejected-Technical Techno-commercially disqualified |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Bidder has not submitted offline envelope by the specified due date & time in the office of Tender Inviting Authority |
| 5 | Rejected-Technical | Rejected-Technical Techno-commercially disqualified |
Tender Value
₹99.8 L
EMD Value
₹2 L
Closing Date
31 Mar 2026, 4:30 pmClosed
Dy. Gen. Manager, Contract and Procurement
Admin Building, Indira Sagar Power Station, Narmada Nagar, Distt. Khandwa, Pin code - 450119
Construction and realignment of approach road from left abutment to dam gallery and extension of existing road to auxiliary bucket at Indira Sagar Power Station, Narmada Nagar, Distt. Khandwa (M.P.).
2026_NHDC_900783_1
NIT NO. 40/3910/2025-26 Dated 28-02-2026
Open Tender
Civil Works
Percentage
240 days
Indira Sagar Power Station, Narmada Nagar
As per tender documents
3 documents required · 3 mandatory
₹1,180
NHDC Limited
₹2 L
Yes
30 May 2026
28 Feb 2026
4 Apr 2026
28 Feb 2026
31 Mar 2026
28 Feb 2026
28 Feb 2026 - 14 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevant clauses of section-300 of specification. | 900 | Cum | 210.95 | ₹1,89,853.74 |
| - | Excavation in Hard rock (Blasting prohibited) | 5,044.39 | Cum | 700.78 | ₹35,34,999.55 |
| - | Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300. | 2,777.83 | Cum | 71.51 | ₹1,98,637.07 |
| - | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc.complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with (i) Concrete with plant (Drum Type) and placing A PCC Grade M15 | 252 | Cum | 4,677.82 | ₹11,78,809.38 |
| - | Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia Tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications. | 88 | each | 1,320.51 | ₹1,16,205.27 |
| - | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses
of sections 1500, 1700 & 2100 with (i) Concrete with plant (Drum Type) and placing RCC Grade M20 | 248.66 | Cum | 4,898.3 | ₹12,18,023.03 |
| - | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses
of sections 1500, 1700 & 2100 with (i) Concrete with plant (Drum Type) and placing PCC Grade M 30 | 435.45 | Cum | 5,396.47 | ₹23,49,893.04 |
| - | Providing groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC White topping within 8-10 hrs of placing/ finishing of PQC Including cost of cutting. machine, generators, Handling Operation and Maintenance of machinery, blades, coolant etc. including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006, including cost of conveyance of all materials labour, lead and lift charges and all other incidental charges as per drawing and as per specification. | 560 | Mt | 120.37 | ₹67,408.21 |
| - | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications and as per relevant clause of section 1600.FE 500D/ FE 550/ FE 550D | 13.7 | MT | 81,513.16 | ₹11,16,730.31 |
| - | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. | 45 | M | 207.37 | ₹9,331.79 |
stage.html
html • 0.03 MB
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.66 MB
40Tender3910.pdf
Tender Documents • 7.04 MB
BOQ_946813.xls
BOQ • 0.24 MB
3910ext1.pdf
PDF • 0.71 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .