Dakshinanchal Vidyut Vitran Nigam Limited Tender

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The DVVNL has issued a formal invitation for competitive bids for the Dakshinanchal Vidyut Vitran Nigam Limited project, for For The Work Of Making Line For New Electric Connection Under Full Deposit Scheme Head At Municipal Corporation Firozabad Site- Swargashram (cremation Ground) Charbagh Under The Jurisdiction Of Eudd-chandra Nagar, Firozabad. in Firozabad, Uttar Pradesh, with an estimated contract value of Rs. 8,30,000. The bid opening date for this tender is 26-05-2025 and the last date for bid submission is 31-05-2025. Interested bidders for Dakshinanchal Vidyut Vitran Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Dakshinanchal Vidyut Vitran Nigam Limited - DVVNL Tender

Works
Electrical and Electronics
Electrical Works
Eprocure
Opening Date26 May 2025
Closing Date31 May 2025
Tender Amount₹ 8,30,000 
Notes
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Costs

Summary

For The Work Of Making Line For New Electric Connection Under Full Deposit Scheme Head At Municipal Corporation Firozabad Site- Swargashram (cremation Ground) Charbagh Under The Jurisdiction Of Eudd-chandra Nagar, Firozabad.

Description

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BOQ Items

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Top Channel 125x65x3200 mm with clamp -2 Nos. Droper Channel 100x50x2600 mm -2 Nos. ACSR Dog Conductor - 35 Mtr. 11 kv Disc Insulator - 06 Nos. 11 kv Disc Fitting - 06 Nos. 11 Kv Insulator - 06 Nos. 11 Kv Pin with Nut -06 Nos. T-off Channel - 04 Nos. Stay set Complete - 04 Nos.

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11 kv Pilfer Proof Metering Cubicle

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3 Ph-4 W Static TVM 11 kv

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11 kv CT/PT Metering Pole Mounted Unit (30/1)

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250 Kva, 11/0.4kv Transformer New

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11KV VCB for O/G CTR 200/100/5A, 350 MVA

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Supply of the Following Material.

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140 mm OD PN-4- 80 Grade UV stabilized HDPE Pipe as per Is 4984

350

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Cable jointing Kit suitable for 3x70 mm2 XLPE Cable

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G.I. Pipe 6 dia

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G.I. Pipe Holding Clamp and Bolt & nut

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MS Angle 75x75x6x2028 mm

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Stone pad

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Earh Wire clamp with bolt & nut

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Number Plate

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Danger Board With Clamp

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Barbed Wire

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Alluminium Tape

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Alluminium Paint

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Red Oxide Paint

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Clamp and Bolt & Nut

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Only Erection Of Following material

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3 Ph-4 W Static TVM 11 kv

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11 kv Pilfer Proof Metering Cubicle

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11 kv CT/PT Metering Pole Mounted Unit (30/1)

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11KV VCB for O/G CTR 200/100/5A, 350 MVA

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Cable jointing Kit suitable for 3x70 mm2 XLPE Cable

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Laying of following.

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Laying of 140 mm OD PN-4- 80 Grade UV stabilized HDPE Pipe as per Is 4984 for laying of 11KV, 3x70 Sqmm, XLPE Cable with HDD (trenchless) method.

350

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Cable 11 Kv (E) XLPE 3x70 mm2 three core Alluminium conductor

350

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Cable 11 Kv (E) XLPE 3x70 mm2 three core Alluminium conductor (Use/Double Riser+Looping+50m for Metering.)

100

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Installation of the new 250 kva transformers at 11/0.4 KV substation Ram Nagar, under the jurisdiction of Electricity Urban Distribution Division [Chandra Nagar] Firozabad, in proper alignment and direction and making proper HT/LT connection as per instruction of Supervising Engineer after carriage the same from Centre Stores, Asfabad including the work of safe loading and unloading at the respective ends and also including the cost of arrangement of laborer, T&P, carrier etc required for proper completion of work.

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Erection of 11 M long STP Double Pole Structure including duly grouted in cement, sand and brick ballast in ratio 1:2:4, including work of fitting of all accessories, stone pad and clamps suitable for AB cable. Work will be carried out as per RESPO manual and as per direction of supervising engineer including the cost of arrangement of labour, T&P, carrier etc. required for proper completion of work. Grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost.

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Chemical Earthing of Distribution T/F (Body & Neutral) by GI stipp patti as per RESPO manual and as per direction of supervising engineer including the cost of arrangement of labour, T&P, carrier etc. required for proper completion of work.

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Construction of 250 kva Distribution Transformer plinth of size 5’x6’x5’. The size of plinth shall be of 4’ above the ground level. At the bottom there shall be brick ballast pad of size 5x6’x3” thick in ratio 1:3:6 [Cement, sand and brick ballast]. The first class brick wall work shall be 9” thick in ratio 1:4 [Cement and sand]. The hollow portion among the wall shall be filled up with the brick ballast properly hammered and rammered as per direction of supervising engineer. On the top of the wall there shall be mesh of 12 mm thick iron rod at distance of 9’’ and RCC work in ratio 1:3:6 [Cement, Sand and grit stone] There shall be plastering all over the plinth 12 mm thick in ratio 1:4 [Cement and sand] above the ground level. Proper watering and curing of the plinth shall be carried out as per direction of supervising engineer., and also including the cost of arrangement of labourer, T&P etc required for proper completion of work.

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Erection and grouting of stays as per RESPO manual and as per direction of supervising engineer including the cost of arrangement of labour, T&P, carrier etc. required for proper completion of work. Grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost.

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Raod restoration charges for pakka road

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