Dakshinanchal Vidyut Vitran Nigam Limited Tender

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Dakshinanchal Vidyut Vitran Nigam Limited - DVVNL Tender

Works
Electrical and Electronics
Electrical Works
Eprocure
Opening Date6 Sep 2024
Closing Date11 Sep 2024
Tender AmountRefer Documents 
Notes
Download

Costs

Summary

Edch-62/2024-25

Description

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BOQ Items

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Providing and fixing of pvc pipe to covering of STP pole upto 05 feet hight with fixing of clamp

10

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Providing and fixing of Bamboo sticks in LT line

50

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Replacement of damaged 9/11 Mtr. Long ST pole by digging of pits in kharanja/mettalic road and dismantling of all 11KV/33 KV accessories from the existing / damaged pole and errection of single new STP pole including Fixing of all accessories.

4

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Straightening of tilted single PCC Poles in the existing lines as per direction of supervising engineer.

4

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Straightening of tilted single ST Poles in the existing lines as per direction of supervising engineer.

25

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Painting of Mobile Trolley

2

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Replacement of Lead, lug jumpers and maintinence of 11 kv ppmo 250/400 kva

50

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Laying, sagging and stringing and Nozzling / binding etc. of new & old ACSR Weasal conductor / GI in 11 KV / LT lines as per RESPO manual and as per direction of supervising engineer.

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ACSR Weasel conductor

50

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ACSR Dog / Racoon Conductor

100

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50/95/120 sqmm. Areal Bunch Conductor

500

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Re- sagging and stringing of existing following conductor in HT /LT line as per direction of supervising engineer.

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ACSR Weasel conductor

50

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50/95/120 sqmm. Areal Bunch Conductor

1890

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ACSR Dog Conductor

1876

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Cutting, chopping, triming of tree branches to clear the line route to give 2 mtr. horizontal and vertical clearance to the line coming in the route of different feeders as per direction of supervising engineer

150

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maintinance of mobile trolley for T/F 250/400

2

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Chamichal Earthing of 250/400 KVA Medium Power T/F

2

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Net fencing of transeformer

1

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Re Guarding / Guarding of 11 KV line by laying, stringing, sagging and binding of 2 Nos. parallel GI wire 6 SWG after providing, fabrication and fixing of guarding angle and fabrication and fixing of X-guards (Tillis) of GI wire at distance of 3 Mtr.

30

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Digging of proper size of pit for following work of damaged steel support with the provision of temporary support :- Then reinforcement of steel support by welding of 04 Nos. 2 feet long M.S. angle iron of 50x50x6 mm. at equal distance around each pole & also welding of these angle iron with each other by providing M.S. flat of size 35x6 mm. in round. After this construction of round plinth of pole will be done with cement, sand and concrete in 1:3:6 ratio of size 450 mm. dia & 600 mm height (300 mm. under the ground + 300 mm. the ground). The plinth should be plastered with ½ inch thick cement and sand of ratio 1:4 & taper rounding the upper most part of the plinth. The rate will include all cost of material, labour and T&P etc. for completion of the above work which will be provided by the contractor at his own cost.

10

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Construction of round plinth around the S.T. Poles / RS Joists / Rails will be done with cement, sand and concrete in 1:3:6 ratio of size 450 mm. dia & 600 mm height (300 mm. under the ground + 300 mm. the ground). The plinth should be plastered with ½ inch thick cement and sand of ratio 1:4 & taper rounding the upper most part of the plinth. The rate will include all cost of material, labour and T&P etc. for completion of the above work which will be provided by the contractor at his own cost.

4

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Opening of service cable of consumers and re-connecting the same after Resagging of conductor.

70

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Repair of Damage plinth of size 5 * 5 * 4' above ground level one ft below the ground level of 9" After Exavation of 4 "earth brick ballast shall be provided and remaining will be done properly After ballast shall be provided a retaining wall 9"width by fist class brick in ratio 1:4 of cement & sand shall be made . The earth shall be filled up to one ft.below the top of the plinth After this brick ballast shall be provided upto 6"from the earth level and proper rammering shall be done one No. jall of 12 mm MS tor shall be fixed in the hollow of plinth and one ft. thick RCC in ratio of cement sand & stone ballast shall be laid on the top of the plinth. The 12 mm thick plastering shall be done all round the plinth in 1:4 ratio of cement and sand.

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