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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC | ₹49.8 L | L1 | Accepted-AOC Overall accepted as L1 bidder |
| 2 | L2₹50.7 LRejected-Finance KHASRA NO 203 KHARAKPUR DEVIPURA KASHIPUR U S N | GORAKHPUR | UTTAR PRADESH | 273001 | ₹50.7 L | L2 | Rejected-Finance The bidder did not qualifies |
| 3 | Rejected-Technical BEHIND NIRMALA CONVENT SCHOOL CANAL ROAD KATHGODAM | ALMORA | UTTARAKHAND | 263601 | - | - | Rejected-Technical The bidder did not qualifies TQR and FQR |
| Sl No | Description | Qty | Unit | KUMAUN ELECTRICALS L2 | M/s Belwal Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in benching/revetment work including disposal of surplus excavated soil as directed with the lead and lift dispossed earth to be neatly levelled and dressed hard rock in ordinary soil/earth mixed with bolders. | 270 | Cumt. | 1,19,880 ₹1.4 L | 1,16,100 ₹1.4 L |
| 2.00 | Concreting required for bottom pad for protection wall in 1:4:8 ratio in 40 mm stone ballast including the cost of cement, sand etc. | 90 | Cumt. | 6,63,570 ₹7.8 L | 6,48,000 ₹7.6 L |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand cost of all other material i.e. cement, sand, complete in all respect. | 540 | Cumt. | 33,81,480 ₹39.9 L | 33,55,020 ₹39.6 L |
| 4.00 | Providing and laying boulder apron for protection with stone boulders weighting not less than 25 Kg. each complete including excavation as per direction of engineer incharge boulder laid dry with wire crates of 8 guage BWG GI wire confirming to IS 280 & IS4826 in (150 mm x 150mm) wire mesh. | 288 | Cumt. | 7,56,288 ₹8.9 L | 7,26,048 ₹8.6 L |
| 5.00 | Supply and spreading of earth by earth work in excavation by mechanical means (hydraulic excavator)/manual means over surface area in sides of foundation 20 cm in depth consolidating each deposited layer by ramming and watering including all leads and lifts (land of earth supply to be arranged by contractor at his own cost). | 220 | Cumt. | 1,46,520 ₹1.7 L | 1,36,180 ₹1.6 L |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
12 Jan 2026, 5:00 pmClosed
Chief Engineer
Office of Chief Engineer (OandM), PTCUL, Haldwani
Construction of random rubble stone masonry revetment wall at tower No. 30A of 132KV ELDECO-PGCIL line under OandM Division, PTCUL, Sitarganj
2025_PTC21_89877_1
CE/OandM/PTCUL/HLD/49/2025-26
Open Tender
Civil Works - Others
180 days
132KV ELDECO-PGCIL line
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
EE, OandM Division, PTCUL, Sitarganj
₹1.8 L
Office of Chief Engineer (OandM), PTCUL, Haldwani
12 Mar 2026
13 Dec 2025
13 Jan 2026
13 Dec 2025
12 Jan 2026
13 Dec 2025
27 Dec 2025
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in benching/revetment work including disposal of surplus excavated soil as directed with the lead and lift dispossed earth to be neatly levelled and dressed hard rock in ordinary soil/earth mixed with bolders.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand cost of all other material i.e. cement, sand, complete in all respect.
Providing and laying boulder apron for protection with stone boulders weighting not less than 25 Kg. each complete including excavation as per direction of engineer incharge boulder laid dry with wire crates of 8 guage BWG GI wire confirming to IS 280 & IS4826 in (150 mm x 150mm) wire mesh.
Supply and spreading of earth by earth work in excavation by mechanical means (hydraulic excavator)/manual means over surface area in sides of foundation 20 cm in depth consolidating each deposited layer by ramming and watering including all leads and lifts (land of earth supply to be arranged by contractor at his own cost).
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