Dakshinanchal Vidyut Vitran Nigam Limited Tender
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Dakshinanchal Vidyut Vitran Nigam Limited - DVVNL Tender
Eprocure
Opening Date28 Sep 2024
Closing Date9 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 14,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Edch-67/2024-25
Description
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Contact
Tender Id
2024_DVVNL_960809_1Bid Award Id
ViewTender No
EDCH-67/2024-25Tender Authority
Dakshinanchal Vidyut Vitran Nigam Limited ViewPurchaser Address
-Website
http://https://www.dvvnl.org/
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Documents
BOQ Items
11 KV X-Arms, weasal conductor, G.I wire,Disc Insulators, Pin insulators, clamps and other required line material, if any.
95
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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.
109
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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.
5
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Replacement of damaged 8.5 meter long of Double PCC Pole (first opening of all accessories & then removing damaged poles),under Errection D/P including fixing of Disc Insulators with fitting and other LT/11 KV accessories as per RESPO manual and as per direction of supervising engineer, The double pole shall be grouted in ratio 1:4:8 (Cement, sand and brick ballast/ stone ballast) including cost of cement, sand, brick ballast/ stone ballast, stone pad as per actual requirement at site
7
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Replacement of damaged Double pole on 9/11 meter long of Double ST Pole (first opening of all accessories & then removing damaged poles), re-erecting D/P including fixing of Disc Insulators with fitting and other 11 KV/ 33KV accessories as per RESPO manual and as per direction of supervising engineer. The double pole shall be grouted in ratio 1:4:8 (Cement, sand and brick ballast/ stone ballast) including cost of cement, sand, brick ballast/ stone ballast, stone pad as per actual requirement at site
2
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-
Straightening of tilted single PCC Poles in the existing lines as per direction of supervising engineer.
199
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-
Straightening of tilted single ST Poles in the existing lines as per direction of supervising engineer.
45
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-
Straightening of tilted Double Poles in the existing lines as per direction of supervising engineer.
60
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-
Straightening of tilted 11KV Cross Arms in the existing lines as per direction of supervising engineer.
132
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-
Retitling of old stay with Nojling & Binding
75
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-
Providing Nuts & Bolts With Washers
150
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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
98
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-
11 KV Disc Insulator With Fiting
111
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-
Errection and grouting of stays 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.
51
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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
1780
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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
29560
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-
50/95/120 sqmm. Areal Bunch Conductor
3500
-
-
ACSR Dog Conductor
4800
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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
490
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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.
40
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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.
30
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