Dakshinanchal Vidyut Vitran Nigam Limited Tender
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Dakshinanchal Vidyut Vitran Nigam Limited - DVVNL Tender
Eprocure
Opening Date27 Jun 2024
Closing Date4 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Edch-14/2024-25
Description
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Contact
Tender Id
2024_DVVNL_933303_1Bid Award Id
ViewTender No
EDCH-14/2024-25Tender Authority
Dakshinanchal Vidyut Vitran Nigam Limited ViewPurchaser Address
-Website
http://https://www.dvvnl.org/
GEM & Bid Advisory Services
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BOQ Items
11 KV X-Arms, weasal conductor, G.I wire,Disc Insulators, Pin insulators, clamps and other required line material, if any.
3
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Replacement of damaged 8.5 Mtr. long PCC pole by digging of pits in kharanja/mettalic road and dismantling of all 11KV/LT accessories from the existing / damaged pole and errection of single new pole including Fixing of all accessories.
11
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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.
50
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Straightening of tilted single ST Poles in the existing lines as per direction of supervising engineer.
15
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Straightening of tilted Double Poles in the existing lines as per direction of supervising engineer.
1
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Replacement of following damaged accessories in 11 KV /LT line -
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11 KV X-Arms, 11 KV Pin Insulators with Pin & Nut & Bolt , 'F' Clamp
10
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11 KV Disc Insulator With Fiting
10
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Fixing of T. Channel
2
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Errection and grouting of stays complete as per RESPO Norms and as per direction of supervising engineer with Grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost.
5
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Fixing of earthing rod as per RESPO Norms and as per direction of supervising engineer.
15
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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
100
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ACSR Dog / Racoon Conductor
200
-
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50/95/120 sqmm. Areal Bunch Conductor
150
-
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Removal of Damaged/Burned LT dustribution boxes & fixing of New at already/Newly errected pole for giving supply to consumer by connecting consumer cables by using appropriated alumunium lugs tape N & B provided by conractor as per requirement.
2
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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
1400
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50/95/120 sqmm. Areal Bunch Conductor
510
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ACSR Dog Conductor
1000
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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
15
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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.
10
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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.
35
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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.
35
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