Palani Foot Over Bridge

Construction of Foot Over Bridge at Km 26/4 of Dindigul-Coimbatore- Thimmam -Bangalore Road (Abondaned NH.No 209) Oddanchatram Urban Stretch

Earthwork in excavation of Foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated soil in the Centre Median for shrub plantation and conveyance of excess earth for proper disposal upto a lead of 10 km including supervision charges, watch and ward, , Traffic management complete as per relevant MORT&H Specifications cl: 301&304.

Plain Cement Concrete M15 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site,cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW FOOTINGS as per relevant MORT&H Specifications cl: 1000&2100.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost and labour charges for formwork, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing, working at depths, Tools and Plants and incidental charges such as bailing out water, shoring, strutting etc., complete for FOOTINGS as per relevent MORT&H specification Cl:1000,1500,1600 &1700.

Supply and fabrication of HYSD STEEL of grade Fe 500 D/CRS/HCRM/Anti corrossive treatment including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete for FOOTINGS, PEDESTALS and DRAIN CUM FOOTPATH as per relevant MORT&H Specifications Cl:1600.

Supplying, fabricating and erection of Structural Steel works as per detailled drawing and technical specifications, comprising UB sections, IS Channel sections, IS angles, plates, tees, flats, pipe, tube sections and other structural steel sections including cutting, bending to shape, welding and traffic management, lighting, safety arrangements, tools and plants etc., complete for SUPERSTRUCTURE OF FOOT OVER BRIDGE as per relevant MoRTH Specifications Cl:1900. The Contractor shall submit the fabrication drawings for the work invloved based on the construction drawings ( issued by the department) for approval by the Engineer- in -charge before commencing the fabrication works. Any changes required in the fabrication drawings shall be carried out at no extra cost. Fabrication works shall be carried out in a professional workmanship manner and as provided in Section 17 of IS 800-2007. Welding shall be carried out by qualified welders and electrodes for welding, erection/hoisting shall commence only after the approval of pre fabricated parts by the Engineer-in-charge. The procedure, selection, test and inspection shall conform to the provisions in IS 816, IS 818, IS 822 & IS 823

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost and labour charges for formwork, cost of soft water, labour charges for mixing, transporting, laying, compacting and curing, working at depths, Tools and Plants and incidental charges such as bailing out water, shoring, strutting etc., complete for DECK SLAB with kerb over decking sheet as per MORT&H specifications Cl:1000,1500,1600, 1700 and 2300.

Supply and fixing of Pre-fabricated Structural Steel DECKING SHEET having minimum 345 Mpa yield strength, colour coated Galvanised Steel with Z275 (min 275 g/m2 Zinc coating as per IS:277 or equivalent Standard. The structural decking panel shall have 915 mm effective width (Overall Width of 931mm), nominal crest height 50 mm deep ribs at 230 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action and shall have the thickness of 1.25 mm BMT for fixing using shear studs of required length as per Concrete thickness at site (165mm Avg) with self drilled screws and EPDM wahers.

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete

Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges.