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Tender Value
Refer Docs
Closing Date
29 Sept 2026, 3:00 pm2d left
Superintending Engineer
Asansol Municipal Corporation
Invitation of rates for Non-Schedule Electrical Items to formulate a Master Rate Schedule valid for 3 years (for estimation purposes only).
2026_MAD_5073894_1
EQ-91 /PW/Eng/26
Open Tender
Miscellaneous Works
Item Rate
1095 days
Asansol Municipal Corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
21 Sept 2026
21 Sept 2026
1 Oct 2026
21 Sept 2026
29 Sept 2026
21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Invitation of rates for Non-Schedule Electrical Items to formulate a Master Rate Schedule valid for 3 years (for estimation purposes only). | |||||
| 1.01 | Supply and installation of 9-meter Octagonal Pole with base plate and other allied accessories | 1 | Nos | - | - |
| 1.02 | Supply and installation of 7-meter Octagonal Pole with base plate and other allied accessories | 1 | Nos | - | - |
| 1.03 | Supplying swaged and welded steel tubular pole of following specification as per IS 2317: 1980
7m length ,85 Kg-SP-03 | 1 | Nos | - | - |
| 1.04 | Supplying of swaged steel tubular pole (IS 2713, Pt. II 1980) for following designation and of following dimensions
e) 410-SP-33 ; 9.0mtrs: 133 Kg | 1 | Nos | - | - |
| 1.05 | Supplying of swaged steel tubular pole (IS 2713, Pt. II 1980) for following designation and of following dimensions
e) 410-SP-33 ; 9.0mtrs: 164 Kg | 1 | Nos | - | - |
| 1.06 | Supply of 16 M high mast system with its accessories. Mast shaft shall be in two sections, hot dip galvanized and suitable for wind velocity as per IS 875 part 3. It shall also include accessories for high mast including head frame, 2 point suspension system with steel wire rope 6 mm dia. (7/19 construction) double drum winch, Galvanized Lantern carriage arrangement suitable for 8 luminaries symmetrically & its control gear boxes and lightning finial. The mast shall have an integral power tool installed inside the base compartment for its operation. | 1 | Nos | - | - |
| 1.07 | Erection of high Mast (16 M) on RCC foundation with cement concrete considering actual SBC of soil, with the help of suitable modern engg. tools and Plants, wiring of luminaries with all wiring materials like PVC insulated flexible cable of suitable copper conductor core of 1.5 mm² lugs, up to 10 nos. 6A MCB along with construction of shallow foundation with cement concrete for high Mast considering the safe soil bearing capacity as per site condition, as per drawing and design of manufacturer of the mast. The soil test and submission of its report is within the scope of the work | 1 | Nos | - | - |
| 1.08 | Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up
the excavated earth pit with shifted soil and ramming properly Above 9.0 mtr. Size 0.6x0.6x1.91 mts | 1 | Nos | - | - |
| 1.09 | Erection of Single steel tubular pole in C.C foundation of size 150 mm x 600 mm x 600 mm including muffing ( cylindrical shape) of size 450 mm x 450 mm above ground level with stone chips including cement plastering & neat finishing with supply of materials & labour. Fixing the pole arm with although nuts & bolts with pole cap. | 1 | Nos | - | - |
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