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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.9 LAdmitted-Finance | ₹88.9 L | L1 | Admitted-Finance |
| 2 | L2₹89.1 L+₹13,639.97 (0.15%)Admitted-Finance GRAM POST KAPKOT DISTRICT BAGESHWAR UTTARAKHAND | BAGESHWAR | UTTARAKHAND | 263619 | ₹89.1 L+₹13,639.97 (0.15%) | L2 | Admitted-Finance |
| 3 | L3₹96.2 L+₹7.3 L (8.22%)Admitted-Finance | ₹96.2 L+₹7.3 L (8.22%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical See attachment |
| Sl No | Description | Qty | Unit | GANGA SINGH L2 | M/s Trilok Rawat L3 | RAJ KISHOR L1 |
|---|---|---|---|---|---|---|
| 1.00Cost of source work & Treatment works Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete | ||||||
| 2.00 | Earth work in excavation by mechanical means / manual means in foundation trenches or drains, bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50
In All kinds of soil | 41.99 | Cum | 9,262.57 ₹9,262.57 | 9,447.75 ₹9,447.75 | 9,248.3 ₹9,248.3 Lowest |
| 3.00 | In ordinary rock | 13.99 | Cum | 7,504.24 ₹7,504.24 | 7,694.5 ₹7,694.5 | 7,492.9 ₹7,492.9 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 4.05 | Cum | 23,380.16 ₹23,380.16 | 24,300 ₹24,300 | 23,345.09 ₹23,345.09 Lowest |
| 5.00 | Coursed rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level | 28.12 | Cum | 2,21,038.67 ₹2,21,038.67 | 2,27,786.06 ₹2,27,786.06 | 2,20,691.67 ₹2,20,691.67 Lowest |
| 6.00 | 20 mm thick plaster 1:3 CM on inner face of chamber | 25.1 | sqm | 12,490.51 ₹12,490.51 | 12,804.26 ₹12,804.26 | 12,471.69 ₹12,471.69 Lowest |
| 7.00 | Raised pointing on out side of chamber | 7.44 | sqm | 4,420.18 ₹4,420.18 | 4,597.92 ₹4,597.92 | 4,413.48 ₹4,413.48 Lowest |
| 8.00 | 20 mm thick PCC in 1:1.5:3 in chamber floor | 0.54 | Cum | 3,817 ₹3,817 | 4,050 ₹4,050 | 3,811.27 ₹3,811.27 Lowest |
| 9.00 | RCC 1:2:4 in slab | 0.3 | sqm | 2,182.22 ₹2,182.22 | 2,280.15 ₹2,280.15 | 2,178.94 ₹2,178.94 Lowest |
| 10.00 | MS work in RCC | 0.23 | qtl | 2,102.16 ₹2,102.16 | 2,127.57 ₹2,127.57 | 2,099.01 ₹2,099.01 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
24 Jul 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan Ramnagar (Nainital) situated at Peath Paraw, Ramnagar.
Construction, of Leti Water Supply Scheme. at Ramnagar Block (Nainital)
2026_UKJS_97199_2
1098/Nivida/21 Dated 29.06.2026
Open Tender
Civil Works - Water Works
Item Wise
180 days
Ramnagar Nainital
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Uttarakhand Jal Sansthan
₹1.8 L
Ramnagar Nainital
3 Aug 2026
3 Jul 2026
25 Jul 2026
3 Jul 2026
24 Jul 2026
3 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cost of source work & Treatment works
Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide as per type design complete | - | - | - | - |
| 2 | Earth work in excavation by mechanical means / manual means in foundation trenches or drains, bottoms, lift upto 1.5 m, including getting out the excavated soil and including dressing of sides and ramming of disposal of surplus excavated soil as directed, within a lead of 50
In All kinds of soil | 41.99 | Cum | - | - |
| 3 | In ordinary rock | 13.99 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 4.05 | Cum | - | - |
| 5 | Coursed rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:4(1 cement : 4 coarse sand upto plinth level | - | Cum | - | - |
| 6 | 20 mm thick plaster 1:3 CM on inner face of chamber | - | sqm | - | - |
| 7 | Raised pointing on out side of chamber | - | sqm | - | - |
| 8 | 20 mm thick PCC in 1:1.5:3 in chamber floor | - | Cum | - | - |
| 9 | RCC 1:2:4 in slab | - | sqm | - | - |
| 10 | MS work in RCC | - | qtl | - | - |
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