Municipal Corporation Tender

Supply & erection of steel tubular 9 mtr pole 410 SP-27 conforming to IS-2713-1980, (Part-I & II) having overall length of 9 Meter and welded in 3 steps and having approximate Wt. 108 Kgs. With the following specifications: - a) The poll shall have cross-sectional length of 5.00, 2.00, 2.00 Mtrs. b) The outside dia and thickness shall be114.3x5.40mm, 88.9x4.85mm and 76.1x3.25mm. c) The pole shall be erected 1.50mtrs. Below the ground level in 8” internal readymade RCC muff. d) The gap between the pole and the muff shall be filled with the cement concrete 1:2:4. The cost includes all labour and material including carriage to the site of work. e) The bottom portion of the pole shall be painted with two coats of black paint after removing the dust/rust. The work shall be executed to the entire satisfaction of Engineer-in-Charge.

SUPPLY & ERECTION OF G.I. PIPE BRACKET 5 FEET O/H SINGLE ARM: - Supply and Erection of 5’ over hang bracket Single Arm made of G.I. pipe medium class ISI Marked with the following specifications of Make Tata/Jindal/Hissar or Ravindra. The work shall be executed to the entire satisfaction of engineer-in-charge. 1. The bracket shall be made from 2”dia G.I. pipe with an angle of inclination of 105 degrees to the vertical. 2. The 2”dia G.I. pipe shall be welded to 3” dia G.I. pipe canopy at a distance of 2” from top end & top end of canopy shall be covered with 14 GMS sheet to avoid entry of rainwater in Steel Tubular Pole. 3. The bracket shall be slipped over the top section of the steel tubular pole and fixed with 2 Nos. of ½” dia nuts and bolts suitable to hold the pipe absolutely tight in positions. 4. A stiffnee plate of triangular shape of 14 G MS sheet of 6" dia shall be welded between two pipes. 5. The sample of bracket shall be got approved from the Engineer in Charge before installation at the workshop where these are fabricated.

Supply and Erection of 2.5” dia. GI Pipe pole 4.5 Mtrs long. Supply, Fabrication & erection of 2.5” dia G.I. pipe pole having length 4.5 long, B class (medium) ISI marked. The pole shall be erected 3’ below ground level in 8” dia. RCC muff readymade. The gap between the pole and muff shall be filled with cement concrete in ratio of 1:2:4 and making required no. of holes in the pole including carriage of pole to the site of work including all labour and material required to complete the job including suitable size of nipple welded with the pipe. Make TATA / Jindal. The work shall be executed to the entire satisfaction of Engineer-in-Charge.