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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.0 LAdmitted-Finance POLICE LINE ROAD KUMOUR PITHORAGARH | ₹8.0 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical TQR not Qualified |
| Sl No | Description | Qty | Unit | Saun Engineering and Construction Co P Ltd L2 | M/s Kashnyal Engineers L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means in benching / revetment work including disposal of surplus excavated soils as directs with all leads and lifts disposed earth to be neatly levelled and dressed (a) Ordinary Rock/DFR/SFR | 20 | cum | 17,500 ₹20,650 | 17,400 ₹20,532 |
| 2.00 | Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 graded stone gregate 20 mm nominal size) upto plingth level with: cement mortor 1:6 (1 cement :6 corse sand) cost of all other material i.e cement, sand, stone etc. labour and T&P, leveling etc. making of weep hole . | 39.26 | Cum | 3,88,634.74 ₹4.6 L | 3,88,281.4 ₹4.6 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centerin and shuttering all work up to plinth level 1:4:8 (1cement:4Coase sand:8Graded stone agreegate 40mm nominal size) | 2.6 | Cum | 29,926 ₹35,312.68 | 29,874 ₹35,251.32 |
| 4.00 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level 1:2:4 (1cement:2Coase sand:4Graded stone agreegate 20mm nominal size) (M 15) | 14.18 | Cum | 2,29,687.64 ₹2.7 L | 2,26,880 ₹2.7 L |
| 5.00 | Providing weep hole with75 mm PVC pipe(pressure 6 kg/sqcm. In proper slope | 12 | mtr | 5,280 ₹6,230.40 | 5,280 ₹6,230.40 |
| 6.00 | 12mm cement plaster of mix 1:4(1 cement :4 coarse sand) | 7 | sqm | 3,080 ₹3,634.40 | 3,010 ₹3,551.80 |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
15 Jan 2026, 5:00 pmClosed
SE(OandM)Haldwani
SE(OandM)Office Haldwani
Protective works near Tower No. 68 of 132 KV Bhowali Almora Line affected by Landslide due to heavy rainfall
2025_PTC13_89737_1
SE(OandM)/PTCUL/HLD/07/25-26.
Open Tender
Civil Works
180 days
Almora
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
Executive Engineer, OandM Division, PTCUL, Almora
₹25,000
Yes
SE(OandM)Office Haldwani
30 Jan 2026
17 Dec 2025
16 Jan 2026
17 Dec 2025
15 Jan 2026
17 Dec 2025
23 Dec 2025
Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 graded stone gregate 20 mm nominal size) upto plingth level with: cement mortor 1:6 (1 cement :6 corse sand) cost of all other material i.e cement, sand, stone etc. labour and T&P, leveling etc. making of weep hole .
Providing and laying in position cement concrete of specified grade excluding the cost of centerin and shuttering all work up to plinth level 1:4:8 (1cement:4Coase sand:8Graded stone agreegate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level 1:2:4 (1cement:2Coase sand:4Graded stone agreegate 20mm nominal size) (M 15)
Providing weep hole with75 mm PVC pipe(pressure 6 kg/sqcm. In proper slope
12mm cement plaster of mix 1:4(1 cement :4 coarse sand)
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