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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹103.1 CrAccepted-AOC C 21 SUSHANT LOK 3 SECTOR 57 122001 | GURUGRAM | HARYANA | 122001 | ₹103.1 Cr Quoted ₹87.3 Cr | L-1 | Accepted-AOC AOC |
| 2 | L-2₹98.4 Cr+₹11.1 Cr (12.7%)Rejected-Finance | ₹98.4 Cr+₹11.1 Cr (12.7%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | R K JAIN INFRA PROJECTS PVT LTD L1 | LC Infra Projects Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 2.00 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | 35,060 | cum | 396.14 ₹1,38,88,668.4 Lowest | 413.45 ₹1,44,95,557 |
| 3.00 | Excavation for Structures 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.in Ordinary soil upto depth 3 m depth | 30,204.88 | cum | 393.36 ₹1,18,81,391.6 Lowest | 410.54 ₹1,24,00,311.44 |
| 4.00 | Excavation for Structures 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.in Ordinary soil 3 m to 6 m depth | 3,157 | cum | 467.11 ₹14,74,666.27 Lowest | 487.51 ₹15,39,069.07 |
| 5.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1,80,000 | cum | 41.51 ₹74,71,800 Lowest | 43.32 ₹77,97,600 |
| 6.00 | Dewatering from foundation of abutments and wingwalls (with pump capacity4000 lit perHr.) includingwagesof operator and fuel including supplyofallmaterial, labour and T&P etc. required for proper completion of the work. | 3,240 | Hrs | 230.31 ₹7,46,204.4 Lowest | 240.37 ₹7,78,798.8 |
| 7.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material . | 98,152.49 | cum | 1,742.14 ₹10,65,73,236.83 Lowest | 1,818.26 ₹11,12,29,782.68 |
| 8.00 | Cement concrete blocks (Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301.) | 4,452.39 | cum | 1,040.2 ₹3,84,65,285.35 Lowest | 1,200 ₹4,43,74,488 |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10. Nominal mix 1:3:6 | 3,308.24 | cum | 5,777.89 ₹2,57,25,419.66 Lowest | 6,030.32 ₹2,68,49,336.46 |
| 10.00 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (Cement concrete bedding M-10 to be taken as per design and Paid Separately) Rubble stone laid in cement mortar 1:3 | 648.34 | Cum | 5,763.37 ₹1,90,66,611.17 Lowest | 6,015.16 ₹1,98,99,592.92 |
Tender Value
₹90.0 Cr
EMD Value
₹1.1 Cr
Closing Date
30 Mar 2026, 4:00 pmClosed
GM PIU-3, UPDDC LTD. DEHRADUN
General Manager, PIU-03, UPDCCLtd. Dehradun
Trivenighat Redevlopement (Rishikesh)
2026_UPDC6_93197_1
07/PIU-3/2025-26 DATED 11-03-2026
Open Tender
Civil Works
Item Rate
548 days
TRIVENIGHAT RISHIKESH
AS PER TECHNICAL BID
2 documents required · 2 mandatory
₹5,900
GM PIU-3 UPDCC LTD DEHRADUN
₹1.1 Cr
GM PIU-3, UPDDC LTD. DEHRADUN
2 Jun 2026
14 Mar 2026
30 Mar 2026
14 Mar 2026
30 Mar 2026
18 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work | - | - | - | - |
| 2 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | 35,060 | cum | - | - |
| 3 | Excavation for Structures 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.in Ordinary soil upto depth 3 m depth | 30,204.88 | cum | - | - |
| 4 | Excavation for Structures 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.in Ordinary soil 3 m to 6 m depth | 3,157 | cum | - | - |
| 5 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1,80,000 | cum | - | - |
| 6 | Dewatering from foundation of abutments and wingwalls (with pump capacity4000 lit perHr.) includingwagesof operator and fuel including supplyofallmaterial, labour and T&P etc. required for proper completion of the work. | 3,240 | Hrs | - | - |
| 7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material . | 98,152.49 | cum | - | - |
| 8 | Cement concrete blocks (Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301.) | 4,452.39 | cum | - | - |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10. Nominal mix 1:3:6 | 3,308.24 | cum | - | - |
| 10 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (Cement concrete bedding M-10 to be taken as per design and Paid Separately) Rubble stone laid in cement mortar 1:3 | 648.34 | Cum | - | - |
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