BRR : 11316393
Tender Brief : Tender For Various Works Related To Installation Of New Distribution Transformers Of Various Capacities As Per E-Tender Specifications On Semi-Turn Basis Under Business Plan 2026-27- 1 Safe Carriage Of Following Materials From Store Centre Or From Any Other Place To The Respective Site Of Work Through The Kachha Pacca Road Including The Work Of Its Loading & Unloading At The Respective Ends, Also Including The Work Of Dragging Etc. And Also Including The Cost Of Labour, T&P Carrier Etc. Required For Proper Completion Of Work As Per Respo Norms. 2 Pcc Pole 8.5 Mtr. Long 3 St Pole 11 Mtr. Long ... Read More
Tender Value
₹
57,81,400
Submission Date
15-06-2026
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | |||||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for various works related to installation of new distribution transformers of various capacities as per e-tender specifications on semi-turn basis under business plan 2026-27- 1 safe carriage of following materials from store centre or from any other place to the respective site of work through the kachha pacca road including the work of its loading & unloading at the respective ends, also including the work of dragging etc. and also including the cost of labour, t&p carrier etc. required for proper completion of work as per respo norms. 2 pcc pole 8.5 mtr. long 3 st pole 11 mtr. long 4 11 kv polymeric disc insulator 5 11 kv disc fitting 6 11 kv polymeric pin insulator 7 v-type steel cross arm 8 single phase transformer 16 kva 9 11/0.4 kv tf 25 kva 10 11/0.4 kv tf 63 kva 11 11/0.4 kv tf 250 kva 12 11 kv tpmo 13 stay set complete 16x1800 14 acsr weasal conductor 15 acsr rabbit conductor 16 cable abc 3x50+1x35+1x16 sq.mm. 17 cable abc 3x95+1x70+1x16 sq.mm. 18 cable abc 3x120+1x95+1x16 sq.mm. 19 three phase distribution box 20 supply & erection work of following materials:- 21 ms channel (dropper) 100x50x2028mm (for fuse set) 22 earthing complete 23 11 kv fuse set 24 stone pad 300x300x75mm 25 cross arm holding clamp with n&b 26 ms channel 125x65x1300 mm (t-off) 27 clamp for lt t-off with n&b 28 holding clamps for top channel tpmo & fuse set with n&b 29 ms angle 75x75x6x2028mm with clamp n&b (t/f base) 30 ms top channel (125x65x2240mm) 31 lt fuse set protection unit for 63 kva dt with smc box 32 lt pvc cable 3.5x70/35 sq.mm. 33 danger board with n&b 34 barbed wire including jumper 35 three phase distribution box 36 three phase distribution box clamp 37 suspension clamp 38 pg clamp 39 dead end clamp 40 eye hook 41 concreting of pole 42 al lug long barrel off size (ls) 43 henley type tailless unit protection cubical pannel 500a, 650v, 250 kva dt. 44 copper l-piece 50x225x10mm (ls) 45 copper l-piece 62x225x12mm (ls) 46 lt xlpe cable al 3.5x400 sq.mm. 47 number plate with n&b 48 concreting of stay 49 f-bracket for fitting top insulator with n&b 50 lt clamp with n&b for pcc pole for neutral 51 lt shackle insulator 100x155mm 52 bolt & nut for shackle 53 clamp with nut bolt 54 body and neutral earthing of 250 kva distribution transformers installed by digging of pit up to water level depth (approx. 100’) and then inserting 1-1/4\ dia g.i. pipe of \b\ grade, conforming to the requirement of is specification and then connecting the top of the inserted pipe and transformer body through gi strip of size 50x6 mm with the help of nut and bolt or through gas welding, as per direction of supervising engineer including the cost of arrangement of all material, labourer, t&p, carrier etc. required for proper completion of work. 55 construction of 250 kva distribution transformers of plinth of size 5’x5x4’ above ground level and one ft. below the ground level of 9”. after excavation of 4” earth, brick ballast shall be provided and rammering will be done properly after that a retaining wall of 9” width by first class brick in ratio 1:4 of cement and 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 up to 6” from the earth level and proper rammering shall be done. one no. jall of 12 mm m.s. tor shall be fixed in the hollow of plinth and one ft. thick rcc in ratio of cement, sand and stone ballast shall be laid on the top of the plinth. the 12 mm thick plastering shall be done all around the plinth in 1:4 ratio of cement and sand. the contractor shall be responsible to complete the work as per direction of supervising engineer. it including the cost of all material, labour t&p, carrier etc. required for proper completion of work. 56 fabrication & erection of fencing and construction of retaining wall around of 250 kva transformers.the complete 11/0.4 kv substation shall be provided with two meter height fencing and retaining wall around the substation. one no. gate with proper locking arrangement for entry of personnel shall also be provided. the fencing shall be made of 50x25 mm x10 swg rectangular welded mesh of wire mesh in length. wire mesh shall be fixed on panels made of 50x50x6 mm m.s. angle. the wire mesh on panels will be supported by 25x3 mm m.s. flat on all the bracings diagonally and 50x6 m.s. flat horizontally at the center of the panel. the panel will be joined by bolts & nuts of appropriate size with each other and on the main support on corners including supply of all material, labour, carrier and t & p etc. required for proper completion of work. the painting of complete fencing shall also be done with one coat of red oxide primer and two coat of synthetic green paint. for construction of retaining wall around the fencing, excavation of earth shall be done in foundation in ordinary soil including disposal of surplus earth at some suitable distance. the dimension of excavation shall be 1m wide, 0.45 m deep and suitable length as per wire mesh. after excavation of earth a cement concreted pad shall be laid in foundation. concreting shall be done with ist class brick ballast, coarse sand and cement in proportion of 8:4:1. first class brickwork shall also be done in foundation and super structure in 1:6 cement and coarse sand including necessary cutting and moulding of bricks in foundation depth of wall 0.30 m, thickness of wall 0.35 m & superstructure brick work thickness of wall 0.23 m & depths 0.30 m including supply of all material, labour, carrier and t & p etc. required for proper completion of work.
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