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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.2 LAdmitted-Finance | ₹56.2 L | L1 | Admitted-Finance |
| 2 | L2₹57.3 L+₹1.0 L (1.86%)Admitted-Finance | ₹57.3 L+₹1.0 L (1.86%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-emd and fees and other technical documents not submitted in offline mode at office in time |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualified as per Technical evaluation |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not qualified as per Technical evaluation |
| Sl No | Description | Qty | Unit | Shaurya Associates L2 | Vijay Prakash L1 |
|---|---|---|---|---|---|
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials including supply of all materials including supply of all materials labour T&P etc required for the proper completion of the work. (A) Bituminous Course | 96 | CUM | 87,360 ₹87,360 | 86,208 ₹86,208 Lowest |
| 1.02 | (B) Granular Course | 96 | CUM | 62,016 ₹62,016 | 60,480 ₹60,480 Lowest |
| 1.03 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking servicable and unservicable materials separately | 66.5 | CUM | 1,10,257 ₹1,10,257 | 1,09,060 ₹1,09,060 Lowest |
| 1.04 | Providing of all materials, labour, T&P etc required for diverting and blocking of existing sewer line for execution of work and removing after completion of work including supply of all materials labour T&P etc required for the proper completion of the work | 8 | JOB | 40,064 ₹40,064 | 39,920 ₹39,920 Lowest |
| 1.05 | Excavation of earth below G.L by manually or by mechanically means for laying of sewers, manholes Gully pits,chambers etcin soil including extra excavation below inverts, trimming & dressing of sides, levelling &backfilling of trenches by excavated earth in 20cm layers, watering and ramming the same including removal of surplus earth or other dismantled materials up to 50 meters from the centre of the trenches & cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90cm above invert level at every point of excavation. Excavation from invert level to 90cm above shall be done by manually only. Excavation in soil mixed with morum, shingle & kankar etc using of any specials T&P, if required (A) 0m to 1.5m BGL | 1,393.86 | RM | 4,01,431.68 ₹4,01,431.68 | 3,83,311.5 ₹3,83,311.5 Lowest |
| 1.06 | (B)1.5m to 3.0 m BGL | 660.12 | RM | 2,49,525.36 ₹2,49,525.36 | 2,40,943.8 ₹2,40,943.8 Lowest |
| 1.07 | (C) 3.0 to 4.5 m BGL | 56.32 | RM | 26,920.96 ₹26,920.96 | 26,188.8 ₹26,188.8 Lowest |
| 1.08 | Supply & Laying-Jointing of following dia. RCC S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground leveltrue to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc complete but excluding excavation and backfilling of trenches upto ground level (A) 200 mm dia (i) 0m to 1.5 m BGL | 353.4 | RM | 3,27,955.2 ₹3,27,955.2 | 3,21,594 ₹3,21,594 Lowest |
| 1.09 | (ii) 1.5m to 3.0 m BGL | 370.5 | RM | 3,54,939 ₹3,54,939 | 3,48,270 ₹3,48,270 Lowest |
| 1.10 | (iii) 3.0m to 4.5 m BGL | 170.4 | RM | 1,68,355.2 ₹1,68,355.2 | 1,65,288 ₹1,65,288 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
21 Aug 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan, Shimla Bypass Road, Dehradun
Replacement of Sewer Line in Shradha Enclave Under Pithuwala Division Dehradun
2026_UKJS_98711_1
853/E-Nivida/2026-27 dated 5.08.2026
Open Tender
Civil Works - Others
Item Wise
180 days
Pithuwala Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer, UJS
₹1.1 L
Pithuwala Dehradun
10 Sept 2026
7 Aug 2026
22 Aug 2026
7 Aug 2026
21 Aug 2026
7 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials including supply of all materials including supply of all materials labour T&P etc required for the proper completion of the work. (A) Bituminous Course | 96 | CUM | - | - |
| 1.02 | (B) Granular Course | 96 | CUM | - | - |
| 1.03 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking servicable and unservicable materials separately | 66.5 | CUM | - | - |
| 1.04 | Providing of all materials, labour, T&P etc required for diverting and blocking of existing sewer line for execution of work and removing after completion of work including supply of all materials labour T&P etc required for the proper completion of the work | 8 | JOB | - | - |
| 1.05 | Excavation of earth below G.L by manually or by mechanically means for laying of sewers, manholes Gully pits,chambers etcin soil including extra excavation below inverts, trimming & dressing of sides, levelling &backfilling of trenches by excavated earth in 20cm layers, watering and ramming the same including removal of surplus earth or other dismantled materials up to 50 meters from the centre of the trenches & cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90cm above invert level at every point of excavation. Excavation from invert level to 90cm above shall be done by manually only. Excavation in soil mixed with morum, shingle & kankar etc using of any specials T&P, if required (A) 0m to 1.5m BGL | 1,393.86 | RM | - | - |
| 1.06 | (B)1.5m to 3.0 m BGL | 660.12 | RM | - | - |
| 1.07 | (C) 3.0 to 4.5 m BGL | 56.32 | RM | - | - |
| 1.08 | Supply & Laying-Jointing of following dia. RCC S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground leveltrue to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc complete but excluding excavation and backfilling of trenches upto ground level (A) 200 mm dia (i) 0m to 1.5 m BGL | 353.4 | RM | - | - |
| 1.09 | (ii) 1.5m to 3.0 m BGL | 370.5 | RM | - | - |
| 1.1 | (iii) 3.0m to 4.5 m BGL | 170.4 | RM | - | - |
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