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Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
16 Sept 2026, 5:00 pm
Chief Engineer
Office of CE(OandM), PTCUL, Kumaon Zone, Haldwani
Construction of new revetment wall at tower location No. 98 of 132KV Ramnagar-Kalagarh line under OandM Division, PTCUL, Kashipur
2026_PTCU9_99068_1
CE/OandM/PTCUL/HLD/24/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
132KV Ramnagar-Kalagarh line
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,900
EE, OandM Division, PTCUL, Kashipur
₹1.1 L
Office of CE(OandM), PTCUL, Kumaon Zone, Haldwani
18 Aug 2026
18 Aug 2026
18 Sept 2026
18 Aug 2026
16 Sept 2026
18 Aug 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in benching/revetment work including disposal of surplus excavated soil as directed, with all leads and lifts, disposed earth to be neatly levelled and dressed. Hard rock 1(a) in ordinary soil/earth mixed wiith boulders. | 625 | Cumt. | - | - |
| 2 | Providing and laying in position specified grade of reinforced cement concrete including the cost of centering, shuttering, finishing all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 15.71 | Cumt. | - | - |
| 3 | Providing and laying in position cement concrete including the cost of centering, shuttering, finishing all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 3 graded stone aggregate 20 mm nominal size) for RCC work. | 60.72 | Cumt. | - | - |
| 4 | Brick work with common brunt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). | - | Cumt. | - | - |
| 5 | MS steel bar for reinforcement (including supply(. | 1 | MT | - | - |
| 6 | Supply and spreading of earth by earth work in excavation by mechanical means (Hydraulic excavation)/manual means over surface area, in trenches plinth, sides of foundation etc. In layers not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering including all leads lifts (land of earth supply to be arrange by contractor by his own cost). | 0.9 | Cumt. | - | - |
| 7 | 12 mm plaster work 1:4 ratio (1 cement : 4 coarse sand). | 222.65 | Sqm | - | - |
| 8 | Providing weep hole with 75 mm PVC pipe (Pressure 6 Kg./Sqcm in proper slope). | - | Mtr. | - | - |
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