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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹23.5 L−₹1.1 L (4.49%)Accepted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹23.5 L−₹1.1 L (4.49%) | H2 | Accepted-Finance price quoted low |
| 2 | H1₹24.6 LRejected-Finance | ₹24.6 L | H1 | Rejected-Finance price quoted high |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance 5 A WEST REST CAMP DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Slope Stabilization work Experience is not attached. As per Tender document Contractor must have experience in Slope Stabilization work. |
| Sl No | Description | Qty | Unit | SANS INFRATECH H1 | Shivalik Infraventures (P) Limited H2 |
|---|---|---|---|---|---|
| 1.00Slope Stabilization | |||||
| 1.01 | Supply and Installation of High Strenth Reinforced Composite Steel Wire Mesh/Panel with a minimum longitudinal tensile strength of 75KN/m and punch resistance of 80KN at max. displacement of 50 cm. conforming to test procedure as defined in IS/ISO: 17746, composed of strength lomngitudinal wire ropes of min. 8mm dia and steel wiremesh having mesh opening shall not be more than 80x100mm. Steel wire and wire rope shall be heavily Zn +5% AI ClassA coated having min. 25 years of life for medium aggressive environmental level-C3 as per Annex. A of IS/ISO: 17746. | 1,605 | SQm | 800 ₹12,84,000 | 650 ₹10,43,250 Lowest |
| 1.02 | Preparation of seed bed on top soil, furnishing and placing of seeds, fertilizer, mulching material, and fixing jute netting, including watering for 3 months all as per Technical Specification Clause 310 | 1,605 | Sqm | 108.35 ₹1,73,901.75 Lowest | 180 ₹2,88,900 |
| 1.03 | Top Nails and surface nails of 32mm dia self drilling anchor yeild load of 230KN (for weathered Rocky/Soil Boulder mix starta) including nut, Washer plate, Coupler for connecting bar of varrying length and specing and including lacing wire or rope required to connect the nuts and all assessories, material, machinery, labour etc. complete as per technical specification and as directed by Engineer-in-charge. | 483 | Rmt | 1,970 ₹9,51,510 Lowest | 2,000 ₹9,66,000 |
| 1.04 | Weep Hole 50 mm dia perforated pipe | 64 | Rmt | 788 ₹50,432 Lowest | 800 ₹51,200 |
| 1.05 | Plastering in C.M 1:5-12 mm thick with including cost and conveyance of all materials and in | 95 | KK | - | - |
| 1.06 | Brick work in C.M 1:5 mix including all labour 1charges etc complete Brick work in C.M 1:5 mix including all labour 1charges etc complete | 100 | Nos | - | - |
| 2.00Laying and Jointing PVC Pipe. Heading | |||||
| 2.01 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using | 5 | Nos | - | - |
| 2.02 | Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost | 33 | Nos | - | - |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
11 Mar 2026, 5:00 pmClosed
Project Manager II
Office of Project Manager II PIU Song Dam UPDCC Yamuna Colony Dehradun
Slope Stabilization work HDA Mulching Seeding wire mesh etc
2026_UPDC4_92315_1
06 PM2 2025 26
Open Tender
Civil Works
Item Rate
90 days
chainage km. 2/35 to km 2/38 in the alignment of 0
As per Tender document
2 documents required · 2 mandatory
₹2,360
GM PIU SONG DAM UPDCC Ltd.
₹50,000
Dehradun
9 Apr 2026
23 Feb 2026
12 Mar 2026
24 Feb 2026
11 Mar 2026
25 Feb 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Slope Stabilization | |||||
| 1.01 | Supply and Installation of High Strenth Reinforced Composite Steel Wire Mesh/Panel with a minimum longitudinal tensile strength of 75KN/m and punch resistance of 80KN at max. displacement of 50 cm. conforming to test procedure as defined in IS/ISO: 17746, composed of strength lomngitudinal wire ropes of min. 8mm dia and steel wiremesh having mesh opening shall not be more than 80x100mm. Steel wire and wire rope shall be heavily Zn +5% AI ClassA coated having min. 25 years of life for medium aggressive environmental level-C3 as per Annex. A of IS/ISO: 17746. | - | SQm | 1.25 | - |
| 1.02 | Preparation of seed bed on top soil, furnishing and placing of seeds, fertilizer, mulching material, and fixing jute netting, including watering for 3 months all as per Technical Specification Clause 310 | - | Sqm | - | - |
| 1.03 | Top Nails and surface nails of 32mm dia self drilling anchor yeild load of 230KN (for weathered Rocky/Soil Boulder mix starta) including nut, Washer plate, Coupler for connecting bar of varrying length and specing and including lacing wire or rope required to connect the nuts and all assessories, material, machinery, labour etc. complete as per technical specification and as directed by Engineer-in-charge. | - | Rmt | 100 | - |
| 1.04 | Weep Hole 50 mm dia perforated pipe | - | Rmt | 53 | - |
| 1.05 | Plastering in C.M 1:5-12 mm thick with including cost and conveyance of all materials and in | - | KK | 10 | - |
| 1.06 | Brick work in C.M 1:5 mix including all labour 1charges etc complete Brick work in C.M 1:5 mix including all labour 1charges etc complete | - | Nos | 11 | - |
| 2Laying and Jointing PVC Pipe. Heading | |||||
| 2.01 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using | - | Nos | 10 | - |
| 2.02 | Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost | - | Nos | 22 | - |
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