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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.9 CrAccepted-AOC KALSI ROAD DAKPATHAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.9 Cr | L-1 | Accepted-AOC L-1 Bidder |
| 2 | L-2₹2.1 CrRejected-AOC | ₹2.1 Cr | L-2 | Rejected-AOC L-2 Bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of documents not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of documents submitted but tender fee & EMD not submitted |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of documents not submitted |
| Sl No | Description | Qty | Unit | M/S BHARAT SINGH TOMAR L1 | PAVAI INFRA GEOCTECH L2 |
|---|---|---|---|---|---|
| 1.00 | Scaling of loose mass/rock chunk lying on the slope or removal of vegetation as per direction of Engineer-in-charge or approved drawing (As per technical specification) | 1,200 | Sqm | 350 ₹4.2 L | 400 ₹4.8 L |
| 2.00 | Supply and installation of FOEN and ETA certified rockfall barrier with an impact absorption energy of 2000 Kilojoule. Post height of 6 m. coating thickness min.150g/m2, spacing of Post shall be 8 m. For safety reasons, brake elements shall be placed at the ends of the corresponding support ropes only. Brake elements activation force has to be ≥ 50 kN, to avoid activation during installation or triggered by snow loads during wintertime (if any).i/c fixing of base plate, and RCC foundation. All the work should be completed as per approved drawing or as per direction of Engineer-in-charge (As per technical specification) | 65 | Rm | 1,45,000 ₹94.3 L | 1,56,000 ₹1.0 Cr |
| 3.00 | Supply and installation of high tensile wire mesh 3mm thickness having minimum tensile strength of 150 KN/M and minimum bearing resistance for puncturing bursting strength should be 180 KN with 95% Zn+ 5% A1 Class-B Coating as per EN 10244-2:2009 including boundary ropes wire 10mm , connecting terminals, wire rope clips and spike plates for treatment of slopes including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical specifications and the direction of Engineer- in-charge but excluding the cost of S/F of self Driven Hollow Anchors / rock bolts which shall be paid separately. High tensile wire mesh so provided shall be certified in accordance with EAD-230025-00-0106. All the work has been completed as per direction of Engineer-in-charge or approved drawing.(As per technical specification) | 1,200 | Sqm | 3,000 ₹36 L | 3,000 ₹36 L |
| 4.00 | Supply and installation of self drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm, in overburden/rock suitable for drilling placing and cement grouting. Installation with all acces. All the work should be completed as per approved drawing or as per direction of Engineer-in-charge .(As per technical specification) | 1,200 | Rm | 4,400 ₹52.8 L | 4,650 ₹55.8 L |
| 5.00 | Engaging and operation of one no.Hydralic excavator backhoe cum loader machine (Prefeably JCB) with one operator /driver,helper i/c cost of slip/landslide/excavation in dry and wet condition etc.complete in all respect as per direction of Engineer-in-charge (NSI) | 5 | Per Day | 6,000 ₹30,000 | 6,000 ₹30,000 |
| 6.00 | Engaging and operation of one no.Tipper with one operator /driver,helper i/c cost of the fuel, lubricants and repair maintenance for removal of slip/landslide/excavation in dry and wet condition etc.complete in all respect as per direction of Engineer-in-charge (NSI) | 5 | Per Day | 4,000 ₹20,000 | 6,000 ₹30,000 |
| 7.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 (PWD SOR-Morth-12-8-A) | 3.46 | Cum | 5,000 ₹17,300 | 10,000 ₹34,600 |
| 8.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M20 (PWD SOR-Morth-12-8-B) | 8.21 | Cum | 6,000 ₹49,260 | 10,000 ₹82,100 |
| 9.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M25 (Using concrete Mixer) (PWD SOR -Morth-12-8-E-1) | 7 | Cum | 6,700 ₹46,900 | 10,000 ₹70,000 |
| 10.00 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. As per approved drawing or as per direction of Engineer-in-charge. | 1,200 | Sqm | 50 ₹60,000 | 400 ₹4.8 L |
Tender Value
₹2.0 Cr
EMD Value
₹5.0 L
Closing Date
15 Sept 2025, 5:00 pmClosed
EE Civil Maintenance Vyasi Project
Office of EE Civil Maintenance Vyasi Project
Providing and Installation of Rock fall Barrier and slope stabilization work on hill slope behind Intake structure Control room at Dam site of Vyasi HEP
2025_UJVN_86577_1
12/2025-26/EE(C-M)Vyasi Project
Open Tender
Civil Works
180 days
Vyasi Dam Juddo Dehradun
Please refer tender documents
3 documents required · 3 mandatory
₹11,800
DGM O and M Vyasi Project UJVN Limited Dakpathar
₹5.0 L
20 Dec 2025
25 Aug 2025
19 Sept 2025
25 Aug 2025
15 Sept 2025
5 Sept 2025
Amount
Scaling of loose mass/rock chunk lying on the slope or removal of vegetation as per direction of Engineer-in-charge or approved drawing (As per technical specification)
Supply and installation of FOEN and ETA certified rockfall barrier with an impact absorption energy of 2000 Kilojoule. Post height of 6 m. coating thickness min.150g/m2, spacing of Post shall be 8 m. For safety reasons, brake elements shall be placed at the ends of the corresponding support ropes only. Brake elements activation force has to be ≥ 50 kN, to avoid activation during installation or triggered by snow loads during wintertime (if any).i/c fixing of base plate, and RCC foundation. All the work should be completed as per approved drawing or as per direction of Engineer-in-charge (As per technical specification)
Supply and installation of high tensile wire mesh 3mm thickness having minimum tensile strength of 150 KN/M and minimum bearing resistance for puncturing bursting strength should be 180 KN with 95% Zn+ 5% A1 Class-B Coating as per EN 10244-2:2009 including boundary ropes wire 10mm , connecting terminals, wire rope clips and spike plates for treatment of slopes including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical specifications and the direction of Engineer- in-charge but excluding the cost of S/F of self Driven Hollow Anchors / rock bolts which shall be paid separately. High tensile wire mesh so provided shall be certified in accordance with EAD-230025-00-0106. All the work has been completed as per direction of Engineer-in-charge or approved drawing.(As per technical specification)
Supply and installation of self drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm, in overburden/rock suitable for drilling placing and cement grouting. Installation with all acces. All the work should be completed as per approved drawing or as per direction of Engineer-in-charge .(As per technical specification)
Engaging and operation of one no.Hydralic excavator backhoe cum loader machine (Prefeably JCB) with one operator /driver,helper i/c cost of slip/landslide/excavation in dry and wet condition etc.complete in all respect as per direction of Engineer-in-charge (NSI)
Engaging and operation of one no.Tipper with one operator /driver,helper i/c cost of the fuel, lubricants and repair maintenance for removal of slip/landslide/excavation in dry and wet condition etc.complete in all respect as per direction of Engineer-in-charge (NSI)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 (PWD SOR-Morth-12-8-A)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M20 (PWD SOR-Morth-12-8-B)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M25 (Using concrete Mixer) (PWD SOR -Morth-12-8-E-1)
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. As per approved drawing or as per direction of Engineer-in-charge.
Providing consultancy services for Design & Testing of Rockfall Barrier & High tensile wire mesh protection for slope stablization i/c providing Drawing ,Design in soft & hard copy (3 Sets) All the work should be completed as per approved drawing or as per direction of Engineer-in-charge.
PAVAI INFRA GEOCTECH (BID ID -397205)
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