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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical As per Section III under clause 1.5, photographs is not enclosed, Signed CV of key technical personnel is not enclosed, Documentary evidence of Backhoe Loader, SLM Concrete Mixer, Dumper Tipper is not enclosed as per RFP |
| 2 | Rejected-Technical A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | Rejected-Technical Valid EMDBid Security is not submitted within due date, time |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Not admitted as the essential documents in physical form as per RFP are not received within the bid due date and time. |
Tender Value
₹9.3 Cr
EMD Value
₹18.7 L
Closing Date
16 Mar 2026, 4:30 pmClosed
GM(P), RO NHIDCL Dehradun
RO NHIDCL Dehradun, C-24, Doon University Road near Bengali Kothi, Ajabpur Kalan Dehradun-248121
STMC work (Miscellaneous Structure works) from Km. 368.000 to Km. 468.000 of Rudraprayag to Helang on NH-7 (old NH-58) under MR Head and at Risk and Cost of the EPC Contractor in the state of Uttarakhand
2026_NHIDC_901316_1
NHIDCL/RODDN/NH07/MR/STR/25-26
Open Tender
Civil Works
Item Rate
Rudraprayag to Helang
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
NHIDCL RO DDN ESTBH
₹18.7 L
RO NHIDCL Dehradun
19 Mar 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
5 Mar 2026 - 7 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bill of Quantities | |||||
| 1.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(Ordinary Rock-manual means,upto 3m depth,Not Requiring Blasting) | - | Cum | - | - |
| 1.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | Cum | - | - |
| 1.03 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.PCC Grade M20. | 1 | Cum | - | - |
| 1.04 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC/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. | - | Nos. | - | - |
| 1.05 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | - | Cum | - | - |
| 1.06 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 2000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 2000m.) | 1 | Cum | - | - |
| 1.07 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15
Case II PCC Grade M15 using batching plant transit mixer & manual placing | 1 | Cum | - | - |
| 1.08 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M20 using batching plant transit mixer & manual placing | - | Cum | - | - |
| 1.09 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
Case II PCC Grade M25 using batching plant transit mixer & manual placing | - | Cum | - | - |
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Corrigendum-I.pdf
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