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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹32.2 CrAccepted-AOC C 21 SUSHANT LOK 3 SECTOR 57 122001 | GURUGRAM | HARYANA | 122001 | ₹32.2 Cr Quoted ₹28.7 Cr | L-1 | Accepted-AOC AOC |
| 2 | L-2₹30.4 Cr+₹1.7 Cr (6.00%)Rejected-Finance | ₹30.4 Cr+₹1.7 Cr (6.00%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical 5 A WEST REST CAMP DEHRADUN | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | 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 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .
(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- In area of light jungle | 3.96 | Hectare | 1,40,000 ₹5,54,400 Lowest | 1,48,400 ₹5,87,664 |
| 2.00 | Excavation for Structures
(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth | 20,303.87 | Cum | 196 ₹39,79,558.52 Lowest | 207.76 ₹42,18,332.03 |
| 3.00 | Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 225 | Cum | 53 ₹11,925 Lowest | 56.18 ₹12,640.5 |
| 4.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer incharge. | 225 | Cum | 227 ₹51,075 Lowest | 240.62 ₹54,139.5 |
| 5.00 | Construction of Embankment with Material Obtained from Borrow Pits 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 | 2,561.1 | Cum | 478 ₹12,24,205.8 Lowest | 506.68 ₹12,97,658.15 |
| 6.00 | Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- II Material | 2,724.99 | Cum | 2,703 ₹73,65,647.97 Lowest | 2,865.18 ₹78,07,586.85 |
| 7.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 2,990 | Cum | 1,700 ₹50,83,000 Lowest | 1,802 ₹53,87,980 |
| 8.00 | 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.) | 4,539.97 | Cum | 5,500 ₹2,49,69,835 Lowest | 5,830 ₹2,64,68,025.1 |
| 9.00 | 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 | 1,755 | Cum | 5,700 ₹1,00,03,500 Lowest | 6,042 ₹1,06,03,710 |
| 10.00Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) | |||||
Tender Value
₹27.5 Cr
EMD Value
₹52.5 L
Closing Date
18 Mar 2026, 4:00 pmClosed
General Manager, PIU-03, UPDCCLtd. Dehradun
office of the General Manager, PIU-03, UPDCCLtd. Dehradun
Ashtha path Beautification (Rishikesh)
2026_UPDC6_92604_1
06/PIU-3/2025-26 DATED 28-02-2026
Open Tender
Civil Works
Item Rate
730 days
ASHTHA PATH RISHIKESH
AS PER SBD
2 documents required · 2 mandatory
₹5,900
GM PIU-3 UPDCC LTD DEHRADUN
₹52.5 L
General Manager, PIU-03, UPDCCLtd. Dehradun
3 Aug 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 | Clearing and Grubbing Road Land .
(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- In area of light jungle | 3.96 | Hectare | - | - |
| 2 | Excavation for Structures
(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth | 20,303.87 | Cum | - | - |
| 3 | Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 225 | Cum | - | - |
| 4 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer incharge. | 225 | Cum | - | - |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits 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 | 2,561.1 | Cum | - | - |
| 6 | Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- II Material | 2,724.99 | Cum | - | - |
| 7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 2,990 | Cum | - | - |
| 8 | 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.) | 4,539.97 | Cum | - | - |
| 9 | 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 | 1,755 | Cum | - | - |
| 10 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) | - | - | - | - |
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