Tender For Construction Of Fsb Over Lamang Under Operation Sadbhavana For The Financial Year 2025-26, West Siang-Arunachal Pradesh

Tender For Construction Of Fsb Over Lamang Under Operation Sadbhavana For The Financial Year 2025-26; 1. Excavation for Structures (Earth work 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (a) Ordinary soil. A Manual Means (Depth upto 3 m) Cum 20.21 2. PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Cum 3.01 3. Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm nominal size) Cum 7.52 4. Reinforced concrete work in columns, pillars, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centrine. shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm Cum 6.12 5. Reinforced concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring, shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm Cum 0.92 6. Reinforcement of RCC work including bending, binding and placing in position complete. (a) Cold twisted bars. Kg 1352.00 7. Centring and shuttering including strutting proping etc. and removal of form work for :- (a) Foundations and plinth. Sqm 21.38 (b) Columns, pillars and piers. Sqm 49.68 (c) Lintels, beams, girders, bressummers and cantilevers etc. Sqm 6.54 8. Errection of wire rope suspension bridge including placing, fixing wire cable etc. Mtr 6.62 9. Supplying of main cable 16mm dia wire rope. Mtr 98.51 10. Supplying of 8mm dia wire rope for suspender Mtr 58.62 11. Supplying of 12mm dia wire rope for railing... Mtr 72.42 12. Fabrication and supplying of main pulley Each 4.00 13. Supplying turn buckle 10-MT Capacity Each 4.00 14. Anchor Bolt for main cable 10 MT Capacity Each 4.00 15. Anchor Bolt for Deck cable 5 MT Capacity Each 8.00 16. Turn Buckle 5 MT Capacity. Each 8.00 17. Wire Rope Forged Thimble 16 mm dia. Each 4.00 18. Wire Rope Forged Thimble 12 mm dia. Each 8.00 19. Wire Rope Forged Thimble 8 mm dia. Each 8.00 20. Galvanised U Bolt 12 mm Each 24.00 21. Galvanised U Bolt 8 mm Each 60.00 22. Galvanised U Bolt 16 mm Each 80.00 23. Supplying of M.S.Plate for suspenders Each 62.00 24. Supplying of straining bolt Each 62.00 25. Supplying of Wooden planks and scants for decking Cum 0.40 26. Providing and fixing Chain link jali of 8 SWG 1.20 mtr high with Gl staples etc as per direction of Engineer in charge complete Mtr 22.00 27. Fabrication and supplying of steel at fabrication unit comprising tower legs portable bracing, cross beams, stringers, lateral bracing and holding down bolts or eye bolts are delivered at bridge site in undamaged conditions i/c strengthening, degreasing cutting to size and shape, drilling, weldingand also i/c supplying of all M.S.Flats, bolts & nuts etc and including painting of all members of tower as per the direction of the Engineer - in - Charge kg 325.45 28. Total weight to be carried by head load to work site MT 36.00

INR 100 /-

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