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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.7 CrRejected-AOC M S VINOD PRASAD BIJALWAN PROPRIETOR NAGAR PANCHAYAT GAJA TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 248008 | ₹1.7 Cr | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹1.7 CrRejected-AOC H NO 125 LANE NO 10 ENGINEERS ENCLAVE PHASE III GMS ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.7 Cr | L3 | Rejected-AOC L3 Bidder |
| 4 | L4₹1.7 CrRejected-AOC KALSI ROAD DAKPATHAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.7 Cr | L4 | Rejected-AOC L4 Bidder |
| 5 | L5₹1.9 CrRejected-AOC | ₹1.9 Cr | L5 | Rejected-AOC L5 Bidder |
| Sl No | Description | Qty | Unit | VINOD PRASAD BIJLWAN L2 | Parag Jain L1 | SHIVANGI ASSOCIATES AND TECHNOCRATS L3 | M/S V.P.S ENTERPRISES L5 | M/S BHARAT SINGH TOMAR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1,416.24 | Cum. | 253 ₹3,58,308.72 | 150 ₹2,12,436 Lowest | 200 ₹2,83,248 | 350 ₹4,95,684 | 355 ₹5,02,765.2 |
| 2.00 | 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.) | 22.36 | Cum. | 5,000 ₹1,11,800 Lowest | 5,000 ₹1,11,800 Lowest | 6,500 ₹1,45,340 | 7,300 ₹1,63,228 | 5,000 ₹1,11,800 Lowest |
| 3.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 Case II With Batching Plant, Transit Mixer and Manual placing. | 95.51 | Cum. | 5,500 ₹5,25,305 Lowest | 5,500 ₹5,25,305 Lowest | 6,700 ₹6,39,917 | 7,198 ₹6,87,480.98 | 6,000 ₹5,73,060 |
| 4.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20 Case II With Batching Plant, Transit Mixer and Manual placing. | 508.27 | Cum. | 6,200 ₹31,51,274 | 5,700 ₹28,97,139 Lowest | 7,500 ₹38,12,025 | 9,325.7 ₹47,39,973.54 | 7,200 ₹36,59,544 |
| 5.00 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ). | 607.5 | Cum. | 6,504 ₹39,51,180 Lowest | 6,700 ₹40,70,250 | 8,900 ₹54,06,750 | 8,957 ₹54,41,377.5 | 7,500 ₹45,56,250 |
| 6.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M25 Case II With Batching Plant, Transit Mixer and Manual placing. | 1.5 | Cum. | 8,500 ₹12,750 | 6,800 ₹10,200 Lowest | 7,600 ₹11,400 | 8,430.8 ₹12,646.2 | 7,878 ₹11,817 |
| 7.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. | 0.12 | Tonne | 75,000 ₹8,850 Lowest | 80,000 ₹9,440 | 78,000 ₹9,204 | 75,052.1 ₹8,856.15 | 75,000 ₹8,850 Lowest |
| 8.00 | Providing structural steel for super-structure complete as per drawing and technical specifications. | 39.58 | Tonne | 1,62,000 ₹64,11,960 | 1,00,000 ₹39,58,000 | 97,000 ₹38,39,260 Lowest | 1,44,000 ₹56,99,520 | 1,40,000 ₹55,41,200 |
| 9.00 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm. | 750 | Sqm. | 545 ₹4,08,750 Lowest | 800 ₹6,00,000 | 620 ₹4,65,000 | 1,017 ₹7,62,750 | 760 ₹5,70,000 |
| 10.00 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. | 900 | Metre | 18 ₹16,200 | 22 ₹19,800 | 1,250 ₹11,25,000 | 22.1 ₹19,890 | 17 ₹15,300 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹5 L
Closing Date
11 May 2026, 5:00 pmClosed
Executive Engineer (Civil-III), LMP
Executive Engineer (Civil-III),Lakhwar Bhawan, Dakpathar
Construction of concrete road for NH 507 diversion between Km 35.000 to 35.300 at right bank of Lakhwar MPP
2026_UJVN_94359_1
03/EE(Civil-III)/LMP/2026-27
Open Tender
Civil Works
Item Wise
Dakpathar
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
GM (Civil) Lakhwar Project UJVN Ltd. Dakpathar
₹5 L
Lakhwar Bhawan, Dakpathar
30 Jul 2026
20 Apr 2026
14 May 2026
20 Apr 2026
11 May 2026
24 Apr 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1,416.24 | Cum. | - | - |
| 2 | 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.) | 1 | Cum. | - | - |
| 3 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 Case II With Batching Plant, Transit Mixer and Manual placing. | - | Cum. | - | - |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20 Case II With Batching Plant, Transit Mixer and Manual placing. | 1 | Cum. | - | - |
| 5 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ). | - | Cum. | - | - |
| 6 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M25 Case II With Batching Plant, Transit Mixer and Manual placing. | - | Cum. | - | - |
| 7 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. | - | Tonne | - | - |
| 8 | Providing structural steel for super-structure complete as per drawing and technical specifications. | 1 | Tonne | - | - |
| 9 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm. | - | Sqm. | - | - |
| 10 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. | - | Metre | - | - |
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