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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC BEHIND NIRMALA CONVENT SCHOOL CANAL ROAD KATHGODAM 263126 | NAINITAL | UTTARAKHAND | 263126 | ₹38.9 L | L1 | Accepted-AOC Overall accepted as L1 bidder |
| 2 | L2₹39.4 L+₹47,148.70 (1.21%)Rejected-Finance | ₹39.4 L+₹47,148.70 (1.21%) | L2 | Rejected-Finance Disqualifies as L2 bidder |
| 3 | L3₹46.2 L+₹7.4 L (18.9%)Rejected-AOC POLICE LINE ROAD KUMOUR PITHORAGARH | ₹46.2 L+₹7.4 L (18.9%) | L3 | Rejected-AOC Overall rejected as L3 bidder |
| Sl No | Description | Qty | Unit | Saun Engineering and Construction Co P Ltd L3 | R C ENTERPRISES L1 | M/s Kashnyal Engineers L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 aggregate 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. | 218 | Cumt. | 27,25,000 ₹32,15,500 | 24,05,630 ₹28,38,643.4 Lowest | 24,08,900 ₹28,42,502 |
| 2.00 | Providing and laying in posotion cement concrete of specified grade including the cost of centering and shuttering - all work up to plinth level :1:2:4(1 cement : 2 coarse :4 graded stone aggregate 20 mm nominal size) (M15) | 30.92 | Cumt. | 6,18,400 ₹7,29,712 | 5,63,980.8 ₹6,65,497.34 Lowest | 5,65,836 ₹6,67,686.48 |
| 3.00 | Providing and laying in posotion cement concrete of specified grade including the cost of centering and shuttering - all work up to plinth level :1:3:6(1 cement : 3 coarse :6 graded stone aggregate 20 mm nominal size) (M10). | 5.45 | Cumt. | 92,650 ₹1,09,327 | 84,747.5 ₹1,00,002.05 Lowest | 84,911 ₹1,00,194.98 |
| 4.00 | Providing weep hole with 75mm PVC pipe (pressure 6 Kg/Sqmm) in proper slope. | 48 | Mtr. | 31,200 ₹36,816 | 24,720 ₹29,169.6 | 24,000 ₹28,320 Lowest |
| 5.00 | Building of revetment wall with rough stones and random rubbles with 1:5 cement mortar including cost of all other material i.e. cement, sand and dismantled stone of damaged revetment wall etc. labour and T&P, leveling etc. | 72 | Cumt. | 4,32,000 ₹5,09,760 | 3,31,200 ₹3,90,816 Lowest | 3,59,280 ₹4,23,950.4 |
| 6.00 | Demolishing stone rubble mansonry manually mechanical means including stacking of serviceable material and disposal of unservicable material as per direction of engineer incharge. | 290 | Cumt. | 7,25,000 ₹8,55,500 | 4,78,500 ₹5,64,630 Lowest | 4,93,000 ₹5,81,740 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
15 May 2026, 5:00 pmClosed
Chief Engineer
Office of Chief Engineer (OandM), PTCUL, Haldwani
Repairing of revetment wall on tower location No. 78 at 132KV Almora-Ranikhet line under OandM Division, PTCUL, Almora
2026_PTC21_94220_1
CE/OandM/PTCUL/HLD/05/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
132KV Almora-Ranikhet line
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
EE, OandM Division, PTCUL, Almora
₹1.4 L
Office of Chief Engineer (OandM), PTCUL, Haldwani
6 Jun 2026
14 Apr 2026
16 May 2026
14 Apr 2026
15 May 2026
14 Apr 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 aggregate 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. | - | Cumt. | - | - |
| 2 | Providing and laying in posotion cement concrete of specified grade including the cost of centering and shuttering - all work up to plinth level :1:2:4(1 cement : 2 coarse :4 graded stone aggregate 20 mm nominal size) (M15) | - | Cumt. | - | - |
| 3 | Providing and laying in posotion cement concrete of specified grade including the cost of centering and shuttering - all work up to plinth level :1:3:6(1 cement : 3 coarse :6 graded stone aggregate 20 mm nominal size) (M10). | - | Cumt. | - | - |
| 4 | Providing weep hole with 75mm PVC pipe (pressure 6 Kg/Sqmm) in proper slope. | - | Mtr. | - | - |
| 5 | Building of revetment wall with rough stones and random rubbles with 1:5 cement mortar including cost of all other material i.e. cement, sand and dismantled stone of damaged revetment wall etc. labour and T&P, leveling etc. | - | Cumt. | - | - |
| 6 | Demolishing stone rubble mansonry manually mechanical means including stacking of serviceable material and disposal of unservicable material as per direction of engineer incharge. | - | Cumt. | - | - |
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