Dakshinanchal Vidyut Vitran Nigam Limited Tender
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Dakshinanchal Vidyut Vitran Nigam Limited - DVVNL Tender
Eprocure
Opening Date9 Oct 2021
Closing Date29 Oct 2021
Tender Amount₹ 2,00,000
Costs
EMD
₹ 2,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_DVVNL_628987_1Bid Award Id
ViewTender No
EDCH-102/2021-22Tender Authority
Dakshinanchal Vidyut Vitran Nigam Limited ViewPurchaser Address
-Website
http://https://www.dvvnl.org/
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Documents
BOQ Items
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11 KV X-Arms, weasal conductor, G.I wire,Disc Insulators, Pin insulators, clamps and other required line material, if any.
20
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Safe Carriage of following from Electricty Store center Hathras to Pit Site of Work through the Kacha and Pakka road loading and unloading at the respective ends including the cost of arrangement of labour, T&P, etc. which required for proper completion of work.(Distance 00-70 Kms.)
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16 KVA T/F
2
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25 KVA T/F, 63 KVA T/F, 100 KVA T/F
3
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Replacement of damaged 8.5 Mtr. long PCC pole by digging of pits in kharanja/mettalic roadand dismantling of all 11KV/LT accessories from the existing / damaged pole and errection of single new pole including Fixing of all accessories.
46
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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.
13
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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
2
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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
1
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Straightening of tilted single PCC Poles in the existing lines as per direction of supervising engineer.
10
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Straightening of tilted single ST Poles in the existing lines as per direction of supervising engineer.
5
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Straightening of tilted Double Poles in the existing lines as per direction of supervising engineer.
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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
35
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11 KV Disc Insulator With Fiting
35
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Fixing of T. Channel
15
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Errection and grouting of stays as per RESPO manual 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.
25
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Fixing of earthing rod as per RESPO manual 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
2600
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ACSR Dog / Racoon Conductor
825
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50/95/120 sqmm. Areal Bunch Conductor
495
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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.
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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
1650
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50/95/120 sqmm. Areal Bunch Conductor
495
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ACSR Dog Conductor
825
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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
10
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Safe Installation of following New/Repaired cousted T/F on newly constructed double pole in proper alignment direction & making all HT/LT connection.
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16 KVA T/F
2
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25 KVA T/F, 63 KVA T/F, 100 KVA T/F
3
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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.
15
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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.
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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.
15
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Filling the Cable Box Indoor/Outdoor
2
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Opening of service cable of consumers and re-connecting the same after Resagging of conductor.
165
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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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