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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-AOC | L1 | Accepted-AOC Overall accepted as L1 | |
| 2 | L2₹20.3 L+₹1,076.25 (0.05%)Rejected-AOC POLICE LINE ROAD KUMOUR PITHORAGARH | L2 | Rejected-AOC Overall rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical The Bidder did not qualifies the TQR and FQR |
| Sl No | Description | Qty | Unit | Saun Engineering and Construction Co P Ltd L2 | M/s Kashnyal Engineers L1 |
|---|---|---|---|---|---|
| 1.00Earth 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. | |||||
| 2.00 | Ordinary Rock/DFR/SFR | 80 | Cumt. | 58,640 ₹69,195.2 | 58,560 ₹69,100.8 Lowest |
| 3.00 | 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 plinth level with : cement mortor 1:6 (1 cement : 6 coarse sand) cost of all other material i.e. cement, sand, stone etc. labour and T&P, levelling etc. make of weep hole. | 90 | Cumt. | 7,45,650 ₹8,79,867 Lowest | 7,45,650 ₹8,79,867 Lowest |
| 4.00 | Concreting required for bottom pad for retaining wall in 1:4:8 ratio in 40 mm stone ballast including cost of other material cement sand, stone etc. labour and T&P etc. | 17 | Cumt. | 1,63,234 ₹1,92,616.12 | 1,63,200 ₹1,92,576 Lowest |
| 5.00 | Concreting required for top pad for retaining wall in 1:2:4 (1 cement : 2 coarse : 4 graded stone aggregate 20 mm nominal size) including cost of other material cement sand, stone etc. labour and T&P etc. | 3 | Cumt. | 40,110 ₹47,329.8 | 40,050 ₹47,259 Lowest |
| 6.00 | Providing weep hole with 75 mm PVC pipe (pressure 6 Kg/sqcm in proper slope. | 80 | Mtr. | 30,000 ₹35,400 Lowest | 30,000 ₹35,400 Lowest |
| 7.00Making a drain around the top of retaining wall to easy flow or rainy water accumulated on tower foundation for prevention of tower to extra water. | |||||
| 8.00 | 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 plinth level with : cement mortor 1:6 (1 cement : 6 coarse sand) cost of all other material i.e. cement, sand, stone etc. labour and T&P, levelling etc. 50x0.5x1 | 25 | Cumt. | 2,07,125 ₹2,44,407.5 | 2,06,250 ₹2,43,375 Lowest |
| 9.00 | CC in ratio 1:3:6 (1.7x0.15x50) | 12.75 | Cumt. | 1,79,902.5 ₹2,12,284.95 Lowest | 1,79,966.25 ₹2,12,360.18 |
| 10.00 | CC in ratio 1:2:4 (1x0.15x50) | 7.5 | Cumt. | 1,00,290 ₹1,18,342.2 | 1,00,275 ₹1,18,324.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹72,000
Closing Date
15 Jul 2024, 5:00 pmClosed
Chief Engineer
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
Construction of retaining wall, drain and apron work at Tower Location No. 79 and 80 of 132KV Chandak-Almora-Pithoragarh S/C line under OandM Division, PTCUL, Almora
2024_PTC21_73173_1
CE(OandM)/PTCUL/HLD/01/2024-25
Open Tender
Civil Works
Item Rate
180 days
132KV Chandak-Almora-Pithoragarh D/C line
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
EE, OandM Division, PTCUL, Almora
₹72,000
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
8 Sept 2025
5 Jul 2024
18 Jul 2024
5 Jul 2024
15 Jul 2024
5 Jul 2024
12 Jul 2024
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.
Ordinary Rock/DFR/SFR
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 plinth level with : cement mortor 1:6 (1 cement : 6 coarse sand) cost of all other material i.e. cement, sand, stone etc. labour and T&P, levelling etc. make of weep hole.
Concreting required for bottom pad for retaining wall in 1:4:8 ratio in 40 mm stone ballast including cost of other material cement sand, stone etc. labour and T&P etc.
Concreting required for top pad for retaining wall in 1:2:4 (1 cement : 2 coarse : 4 graded stone aggregate 20 mm nominal size) including cost of other material cement sand, stone etc. labour and T&P etc.
Providing weep hole with 75 mm PVC pipe (pressure 6 Kg/sqcm in proper slope.
Making a drain around the top of retaining wall to easy flow or rainy water accumulated on tower foundation for prevention of tower to extra water.
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 plinth level with : cement mortor 1:6 (1 cement : 6 coarse sand) cost of all other material i.e. cement, sand, stone etc. labour and T&P, levelling etc. 50x0.5x1
CC in ratio 1:3:6 (1.7x0.15x50)
CC in ratio 1:2:4 (1x0.15x50)
Providing and laying in position specific grade of cement concrete including the cost of centering, shuttering, finishing all work upto plinth level 1:2:4 (1 cement : 2 coarse : 4 graded stone aggregate 20 mm nominal size) for apron work.
Saun Engineering and Construction Co P Ltd
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