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| 1 | PART -AEarth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge). |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 3 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes and Earth work. 20mm dia |
| 4 | 25mm dia . |
| 5 | 40mm dia |
| 6 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 7 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting andthreading the pipe etc. complete. 25 to 40 mm nominal bore |
| 8 | 50 to 80 mm nominal bore |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 10 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. |
| 11 | Providing variours equipments/Tools kits like (Hammer,Wrentch,Die Sets of different Dias for field employees necessary for Maintenance of proper water supply to Shri Amar Nath ji Annual Yatra. |
| 12 | Engagement of welder for welding of Damaged joints ,making necessary connections with existing system including cost of hiring charges of welding machine, generator and vehicles with driver incld fuel charges cost of nuts, bolts, flanges required at site. |
| 13 | Carriage of pipe materials from divisional store to actual site of work by Mechanical Transport including loading, unloading and stacking complete. for an average lead of 15 km |
| 14 | Carriage of pipe materials from Working site to divisional store by Mechanical Transport including loading, unloading and stacking complete. for an average lead of 15 km |
| 15 | PART-BProviding and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank of capacity 500 ltr.( for 13 Nos)=13x500 |
| 16 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded. ( for 13 Nos)=13x74 |
| 17 | Provision for Providing extra pipe specials viz bib cocks/ tee ,nipples etc. Please Enable Macros to View BoQ information |
