MID/J/69

Design/ fabrication/ installation of shed 12ft x 10ft x 8ft with allied works at LIS Dulmachak-I. The job involves excavation of earth for laying of plinth of size (12 ft x 2 ft x 1 ft x 2 No. sides + 6ft x 2 ft x1 ft x 2 No. sides =2.04m3) approx. including disposal upto lead of 50m. The foundation /plinth shall be raised to aaproximately 2 feet above the existing ground level. Providing, fixing MS/ wooden edge shuttering for the above required size for plinth flling. Providing/ erection of 8 Nos. vertical column at equal space in plinth out of M.S Square section 1.5 inch x 1.5 inch x 4 mm thick and 10.5 ft long (approx) with providing/ welding of square plate of size 100 mm x 100 mm x 6mm thick at their bottom for anchoring in plinth properly and then providing/ laying of cement concrete in position in 1:3:6 ratio approx to form foundation of the shed. After plinth filling the enclosed plinth area shall be filled with ( 2 m3 ) approved hard stone/boulder filling and well-graded granular material in layers not exceeding 200 mm in thickness. Each layer shall be properly hand-packed, watered wherever required, and thoroughly compacted to achieve the required density and provide a stable and firm base. Upon completion of the plinth filling, the surface shall be properly dressed, leveled, and compacted to the required grade. Thereafter, a ( 0.72 m3 ) thick Plain Cement Concrete (PCC) flooring (1:3:6 ) of specified grade shall be laid over the prepared surface, properly finished, cured, and completed in accordance with standard engineering specifications to provide a strong, durable, and level floor for the shed The frame of the shed should be fabricated and welded out of 1.5 inch x 1.5 inch x 4mm thick MS hollow pipe (40m approx.). Providing and erecting MS hollow section (1.5 inch x 1.5 inch x 4mm thick) single slope roof framework comprising inclined rafters running along the 12 feet length and purlins running across the 10 feet width, suitably spaced and securely welded to provide adequate support to the roofing sheets and maintain the required roof slope for effective rainwater drainage. Providing and fitting of 13 Nos. of colour coated profile sheet ( 8 feet x 3.5 feet) of capacity 151N/m2 with aluminium zinc coating of ISI mark (Tata/Jindal/ Essar/ Bushan/ JSW/ Asian) on the fabricated structure with nut, bolts, hooks, washers etc to form side structure and 4 Nos. of colour coated profile sheet( 14 feet x 3.5 feet) of capacity 151N/m2 with aluminium zinc coating of ISI mark (Tata/ Jindal/Essar/ Bushan/ JSW/ Asian) to form roof topping of the shed . The shed must be provided with door of 6 ft height and 3 feet width fabricated out of GP sheet and MS Flat of 20 mm x 6 mm. The door frame should be fabricated out of MS angle 32 mm x 32 mm for easy entry to the shed. The door should have heavy duty latch for locking arrangement and door handles, tower bolts etc . The shed must be provided with 2 number windows of 3 ft width x 3 ft height fabricated on two sides of shed. The window frames should be fabricated out of MS angle 32 mm x 32 mm .The job involves electrification of shed by providing and fitting of 2 no 15 watt LED light inside the shed and providing and fitting 1.5 sq. mm copper cable, switch board, sockets, on/off switches etc for connections and all cables must be properly covered with PVC pipe and should not have any loose connections. The job includes providing one wooden bed 6 x 3 feet and one wooden table with metal frame. The job also involves complete painting of M.S Angles, vertical Square sections, pulins etc. Complete job includes labour charges ,carriage ,civil works, welding charges , shuttering charges etc. Note:- The tenderer’s are requested to visit the site and quote the rate as per site conditions. Any modifications/ alterations of the job/ material, absolutely necessary if required at the time of execution may be done as per actual site conditions.