Supply and installation of lighting poles with its accessories, arrangement along with associated running work at 132/33 KV GSS Rajkharsawan

Tender Inviting Authority: General Manager, Transmission Zone-VIII, Chaibasa

e-NIT no.:549/PR/JUSNL/2026-27

Name of the Bidder/ Bidding Firm / Company :

Name of the work :-Supply and installation of lighting poles with its accessories, arrangement along with associated running work at 132/33 KV GSS Rajkharsawan.

SL. No. Descriptions Unit Qty Rate to be quoted by the bidder Amount

1 Supply of swaged steel tubular pole (410SP-60) including JB & fitting of height 12 mtr. Conforming to IS 2713 (part-II). Thickness-5mm including rating of one cost teel primer and two coat of red-oxide all complete as required. (As per direction of E/I) Set 19

2 supply of base plate size 300X300X16 mm with 4 no 30 mm hole PCD 200mm. Weight=11kg/plate x 19 plate= 209kg Kg 209

3 supply of mild steel foundation bolt ( Size M30 x700 mm with 100 mm L thread portion 100mm). Weight =5.04 kg/no. x 76nos.= 383.04kg kg 383.04

4 supply of mild steel foundation nut & washer. Weight =0.32 kg/no. x 8 nos./pole x 19pole= 43.52kg kg 48.64

5 Supplying and fixing of Pole Cap for suitable size for 12 mtr Swaged Steel Tubular pole. Weight= 5.85kg/no x 19nos= 111.15kg kg 111.15

6 2 mtr long single arm suitable for 90mm top in 12 mtr Swaged Steel Tubular pole (As per direction of E/I). Total= 3 nos/pole x 19 pole= 57 nos. Nos 57

7 S.I.T.C of 240/250W LED flood lighting luminarie with pressure die cast housing and toughened glass cover, IP66 protection, luminous efficiency>110LM/W, with lens in existing pole/pipe for supply voltage100-270V AC, 50Hz. Set 69

8 Supply and Installation of 300mm x 150mm x 170mm size SMC junction box included (model-Mi 0100). Nos. 19

9 Supply of 16 amp MCB Nos. 19

10 Supply of 6 pin 15/16 amp modular Socket outlet Nos. 19

11 Supply of SP 15/16 amp one way modular switch Nos. 19

12 Supply of 32 amp, 24 hour timer switch. Make-Havells/Seimens/L&T No. 1

13 Supply of 32 amp 4-pole contactor. Make-Havells/Seimens/L&T No. 1

14 Supply of 200 Amps, TPN main switch board Nos. 1

15 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of size not exceeding 35sq mm direct in ground including excavation, sand cushoining, protective covering and refilling the trench etc as required. . mtr. 850

16 Laying of one number additional PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 35sq mm in the existing RCC/HUME/STONEWARE/METAL pipe as required. Length = 17nos.x14m x 2run = 756m mtr. 756

17 Supplying and laying 25mm x 5mm GI strip at 0.50m below ground as strip earth electrode, including connection/termination with GI nut, bolt,spring, washer etc. as required (jointing shall be done by overlapping and with 2 sets of GI nut, bolt & spring washer spaced at 50mm). mtr. 850

18 Supply ,errection ,Testing and commissioning of chemical earthing (As per direction of E/I) Nos. 5

19 Hydra (2 to 8 tonne) 40 hour for installation of lighting poles on suitable foundation as per direction of E/I 1st hr. 2

additional hr. 15

20 1 No. of electrician & 1 no. of skilled person for cable termination per pole and 2 nos. of Unskilled person for site cleaning per pole. Rate= 602.83+526.11+2x377.85= Rs. 1884.64 Nos. 19

21 Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50 M .including all leads levelling ramming the foundation trenches removing root of trees shrubs all complete a s per approved design building specification and direction of E/I.. Volume= 19x1.2x1.2x1.5= 41.04 m³ M3 28.5

22 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour , royalty and taxes all complete as per direction of E/I. Volume= 850x0.5x0.15 + 19x1.2x1.2x0.15 = 67.85 m³ M3 2.85

23 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1:1.5:3) up to plinth level. 3 graded stone aggregate 20mm (nominal size) all complete as per direction of E/I . Volume= 19x1x1x0.3 + 19x0.5x0.5x1= 10.45 m³ (sand=4.493 m³,Stone chips=8.987 m³,Cement=2.9887 m³ ) M3 10.45

24 Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc for mass concrete. Area= 19x1x0.3x4 + 19x0.5x1x4 = 60.8 m² M² 60.8

25 Providing Tor steel reinforcementas per approved design and drawing with cutting bending and binding etc. for column

B. 10 mm MT 0.6

26 Carriage of Materials

Cement (Suface raod 10KM+Kutcha road 2 KM) MT 4.3

Steel (Suface raod 10KM+Kutcha road 2 KM) M3 1.012

Sand (suface road 10KM + Unsurface road 2 KM+ Kutcha road 2 KM ) M3 2.85

Stone chips (suface road 10KM + Unsurface road 2 KM+ Kutcha road 2 KM ) M3 8.987

Labour cess @1%

Total Quoted value

Note:-Only blue colour cell to be filled by the agency.