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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹43.6 CrAccepted-Finance | ₹43.6 Cr | L-1 | Accepted-Finance PRICE QUOTED LOW |
| 2 | L-2₹47.8 Cr+₹4.1 Cr (9.50%)Rejected-Finance C 21 SUSHANT LOK 3 SECTOR 57 122001 | GURUGRAM | HARYANA | 122001 | ₹47.8 Cr+₹4.1 Cr (9.50%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical 80 HIG TAJ NAGRI PHASE 1 PATEHABAD ROAD AGRA P O TAJ GANJ P S AGRA STATE UTTARPRADESH PIN 282001 | AGRA | UTTAR PRADESH | 282001 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical SC 326 SHASTRI NAGAR GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | LC Infra Projects Pvt Ltd L1 | R K JAIN INFRA PROJECTS PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 239.55 | Cum | 120 ₹28,746 Lowest | 126 ₹30,183.3 |
| 2.00Earthwork 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3.00 | Ordinary rock (not requiring blasting) Upto 3 m depth | 932.67 | Cum | 449.09 ₹4,18,852.77 Lowest | 472 ₹4,40,220.24 |
| 4.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 7,788.54 | Cum | 359.27 ₹27,98,188.77 Lowest | 377 ₹29,36,279.58 |
| 5.00 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 25,571.26 | cum | 48.36 ₹12,36,626.13 Lowest | 51 ₹13,04,134.26 |
| 6.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 26,822.62 | cum | 453.63 ₹1,21,67,545.11 Lowest | 476 ₹1,27,67,567.12 |
| 7.00 | For additional 2 to 35 km carriage.for above item no.3-4 (Mord) | 26,822.62 | cum | 253.06 ₹67,87,732.22 Lowest | 266 ₹71,34,816.92 |
| 8.00 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A-Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as perTechnical Specifications Clause 402 | 19,144.72 | Cum | 1,637.76 ₹3,13,54,456.63 Lowest | 1,720 ₹3,29,28,918.4 |
| 9.00Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||||
| 10.00 | Nominal mix 1:3:6 | 2,787.29 | Cum | 5,496.43 ₹1,53,20,144.37 Lowest | 5,771 ₹1,60,85,450.59 |
Tender Value
₹45.1 Cr
EMD Value
₹70.1 L
Closing Date
18 Mar 2026, 4:00 pmClosed
General Manager, PIU-03, UPDCCLtd. Dehradun
office of the General Manager, PIU-03, UPDCCLtd. Dehradun
Rodibelwala area Revitalisation and Development (Haridwar)
2026_UPDC6_92603_3
05/PIU-3/2025-26 DATED 27-02-2026
Open Tender
Civil Works
Item Rate
730 days
HAR KI PAURI HARIDWAR
AS PER SBD
2 documents required · 2 mandatory
₹5,900
GM PIU-3 UPDCC LTD DEHRADUN
₹70.1 L
General Manager, PIU-03, UPDCCLtd. D
22 May 2026
2 Mar 2026
19 Mar 2026
2 Mar 2026
18 Mar 2026
7 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 239.55 | Cum | - | - |
| 2 | 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | - | - | - |
| 3 | Ordinary rock (not requiring blasting) Upto 3 m depth | 932.67 | Cum | - | - |
| 4 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 7,788.54 | Cum | - | - |
| 5 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 25,571.26 | cum | - | - |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 26,822.62 | cum | - | - |
| 7 | For additional 2 to 35 km carriage.for above item no.3-4 (Mord) | 26,822.62 | cum | - | - |
| 8 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A-Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as perTechnical Specifications Clause 402 | 19,144.72 | Cum | - | - |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | - | - | - |
| 10 | Nominal mix 1:3:6 | 2,787.29 | Cum | - | - |
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