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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹82.4 CrAccepted-AOC | ₹82.4 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹107.4 Cr+₹25.0 Cr (30.4%)Rejected-Finance | ₹107.4 Cr+₹25.0 Cr (30.4%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | JAYANTISUPER CONSTRUCTION PVT. LTD. L2 | LC Infra Projects Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Design, Engineering, Preparation of Good for Construction drawing and vetting the structural design & drawing from reputed institute IIT, NIT or any Govt. Institute including existing storm water drainage route survey (confirmatry survey) as per Technical specification and as directed by Engineer In Charge . | 1 | Job | 25,00,000 ₹25,00,000 Lowest | 50,00,000 ₹50,00,000 |
| 2.00 | Geotechnical Investigations: To Analyze the soil conditions by drilling bore holes at different locations to represent soil strata to conduct Standard penetration test (SPT) for determining SBC in hole as per IS-2131 including collection of disturbed and undisturbed soil samples at every 3.0 m or at change of strata analyzing the soil or grain size, atterberg limits, bulk & dry densities, shear parameters and specific gravity. In case of rock, collection of core, calculation or RQD (Rock Quality Designation) and core recovery and comprehensive strength of rock. Geo-tech investigation to be done at different locations complete in all respect as per specifications. | 1 | Job | 5,00,000 ₹5,00,000 Lowest | 12,44,205.38 ₹12,44,205.38 |
| 3.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
(By Manual Means) | 11.46 | Hectare | 1,00,000 ₹11,46,000 Lowest | 1,50,000 ₹17,19,000 |
| 4.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth | 47,689.58 | cum | 300 ₹1,43,06,874 | 250 ₹1,19,22,395 Lowest |
| 5.00 | Ordinary rock (not requiring blasting) Upto 3 m depth | 359.52 | cum | 650 ₹2,33,688 Lowest | 1,050 ₹3,77,496 |
| 6.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 9,450 | sqm | 50 ₹4,72,500 | 25 ₹2,36,250 Lowest |
| 7.00 | Carriage of excavated material as directed by Engineer in Charge for the following leads
Excavated Earth For 5 KM lead | 10,328.85 | Cum | 100 ₹10,32,885 Lowest | 275 ₹28,40,433.75 |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (inclusive of formwork & shuttering).
Note: This quantity is applicable for construction of drains/cover slab as well as for Road Restoration work.
P.C.C grade M 10 | 10,774.97 | cum | 9,500 ₹10,23,62,215 | 8,200 ₹8,83,54,754 Lowest |
| 9.00 | P.C.C grade M 15
Nominal mix (1:2.5:5) | 57.78 | cum | 11,000 ₹6,35,580 | 8,354 ₹4,82,694.12 Lowest |
| 10.00 | R.C.C. grade M-20
Using Concrete Mixer | 51.66 | cum | 12,000 ₹6,19,920 | 8,695 ₹4,49,183.7 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 Cr
Closing Date
26 Dec 2025, 3:00 pmClosed
Program Director
UUSDA, 777, Third Floor, Saatvik Tower Kaulagarh Road, Rajender Nagar, Dehradun- 248001, Uttarakhand
Design and Construction of Storm Water Drainage System of Jyotirmath Town, Chamoli District, Uttarakhand
2025_USADB_89018_1
UUSDA/P-101/1855
Open Tender
Civil Works
Item Rate
1095 days
Jyotirmath
Please refer Tender documents.
4 documents required · 4 mandatory
₹29,500
PD (UUSDA)
₹1.1 Cr
Dehradun
11 Feb 2026
21 Nov 2025
26 Dec 2025
21 Nov 2025
26 Dec 2025
16 Dec 2025
5 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Design, Engineering, Preparation of Good for Construction drawing and vetting the structural design & drawing from reputed institute IIT, NIT or any Govt. Institute including existing storm water drainage route survey (confirmatry survey) as per Technical specification and as directed by Engineer In Charge . | 1 | Job | 65,90,164.55 | ₹65,90,164.55 |
| 2 | Geotechnical Investigations: To Analyze the soil conditions by drilling bore holes at different locations to represent soil strata to conduct Standard penetration test (SPT) for determining SBC in hole as per IS-2131 including collection of disturbed and undisturbed soil samples at every 3.0 m or at change of strata analyzing the soil or grain size, atterberg limits, bulk & dry densities, shear parameters and specific gravity. In case of rock, collection of core, calculation or RQD (Rock Quality Designation) and core recovery and comprehensive strength of rock. Geo-tech investigation to be done at different locations complete in all respect as per specifications. | 1 | Job | 16,47,541.14 | ₹16,47,541.14 |
| 3 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
(By Manual Means) | 11.46 | Hectare | 28,915.8 | ₹3,31,375.07 |
| 4 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth | 47,689.58 | cum | 578.3 | ₹2,75,78,884.11 |
| 5 | Ordinary rock (not requiring blasting) Upto 3 m depth | 359.52 | cum | 722.9 | ₹2,59,897.01 |
| 6 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 9,450 | sqm | 42.52 | ₹4,01,814 |
| 7 | Carriage of excavated material as directed by Engineer in Charge for the following leads
Excavated Earth For 5 KM lead | 10,328.85 | Cum | 92.6 | ₹9,56,451.51 |
| 8 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (inclusive of formwork & shuttering).
Note: This quantity is applicable for construction of drains/cover slab as well as for Road Restoration work.
P.C.C grade M 10 | 10,774.97 | cum | 7,196.6 | ₹7,75,43,149.1 |
| 9 | P.C.C grade M 15
Nominal mix (1:2.5:5) | 57.78 | cum | 7,114.1 | ₹4,11,052.7 |
| 10 | R.C.C. grade M-20
Using Concrete Mixer | 51.66 | cum | 8,341.1 | ₹4,30,901.23 |
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