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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAdmitted-Finance | ₹30.8 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technical Bid Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technical Bid Not Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VIRENDRA SINGH L1 |
|---|---|---|---|---|
| 1.00Rates For Pipeline Shifting And Strengthening Work In Assiganga Rawada For The Urban (First) Water Supply Scheme Of District Uttarkashi | ||||
| 1.01 | Earth work in excavation by manul means in foundation for pipe line(not exceeding 1.50 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 405 | Cum | 1,09,350 ₹1,09,350 Lowest |
| 1.02 | Ordinary rock | 202.5 | Cum | 93,150 ₹93,150 Lowest |
| 1.03 | Carting, laying, jointing, fixing, and testing of following diameter G.I. screwed pipes with specials and fittings in trenches under ground, outside the building including cutting, threading etc. complete.
GI Pipe 125 mm (New) | 2,250 | Rm | 9,67,500 ₹9,67,500 Lowest |
| 1.04 | Earth work in excavation by manul means in foundation for pipe line(not exceeding 1.50 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus etc | 39.5 | Cum | 16,629.5 ₹16,629.5 Lowest |
| 1.05 | R.R. laid dry in retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications) | 36.38 | Cum | 1,00,408.8 ₹1,00,408.8 Lowest |
| 1.06 | Random Rubble Masonary laid in 1:6 cement and sand mortar, in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, (As per PWD Uttarakhand specifications) | 39 | Cum | 1,75,929 ₹1,75,929 Lowest |
| 1.07 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280& IS:4826 in 150mmx150mm mesh laid with stone boulders. As per directionofEngineer-in-charge. (As per PWD Uttarakhand specifications)G.I. wire 10 Gauge BWG. | 67.5 | Cum | 1,69,762.5 ₹1,69,762.5 Lowest |
| 1.08 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal. | 10.8 | Cum | 80,978.4 ₹80,978.4 Lowest |
| 1.09 | Reinforced cement concrete Providing and laying in position with cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size (i/c RCC work straightening, cutting, bending, placing position and all complete. RCC work using Thermo mechanically treated bars & shuttrig. | 30 | Cum | 11,55,000 ₹11,55,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹63,400
Closing Date
16 Apr 2026, 5:00 pmClosed
Executive Engineer UJS
Executive Engineer, Maintenance Division, Uttarakhand Jal Sansthan, Near Vikas Bhawan, Joshiyara, Uttarkashi
PIPELINE SHIFTING AND STRENGTHENING WORK IN ASSIGANGA RAWADA FOR THE URBAN (FIRST) WATER SUPPLY SCHEME.
2026_UKJS_93910_1
17/E-Nivida/2026-27 Dated 01.04.2026
Open Tender
Civil Works - Water Works
Item Wise
180 days
UTTARKASHI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer UJS
₹63,400
UTTARKASHI
28 Apr 2026
6 Apr 2026
18 Apr 2026
6 Apr 2026
16 Apr 2026
6 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rates For Pipeline Shifting And Strengthening Work In Assiganga Rawada For The Urban (First) Water Supply Scheme Of District Uttarkashi | - | - | - | - |
| - | Earth work in excavation by manul means in foundation for pipe line(not exceeding 1.50 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | Cum | - | - |
| - | Ordinary rock | - | Cum | - | - |
| - | Carting, laying, jointing, fixing, and testing of following diameter G.I. screwed pipes with specials and fittings in trenches under ground, outside the building including cutting, threading etc. complete.
GI Pipe 125 mm (New) | - | Rm | - | - |
| - | Earth work in excavation by manul means in foundation for pipe line(not exceeding 1.50 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus etc | - | Cum | - | - |
| - | R.R. laid dry in retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications) | - | Cum | - | - |
| - | Random Rubble Masonary laid in 1:6 cement and sand mortar, in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials, labour, T& P & royality etc, (As per PWD Uttarakhand specifications) | - | Cum | - | - |
| - | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280& IS:4826 in 150mmx150mm mesh laid with stone boulders. As per directionofEngineer-in-charge. (As per PWD Uttarakhand specifications)G.I. wire 10 Gauge BWG. | - | Cum | - | - |
| - | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal. | - | Cum | - | - |
| - | Reinforced cement concrete Providing and laying in position with cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size (i/c RCC work straightening, cutting, bending, placing position and all complete. RCC work using Thermo mechanically treated bars & shuttrig. | - | Cum | - | - |
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