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| 1 | WSS Kanthi |
| 2 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).50 mm dia. nominal bore |
| 3 | 40 mm dia. nominal bore |
| 4 | Earth 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 : |
| 5 | 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. |
| 6 | 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 :Above 40 mm nominal bore |
| 7 | 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. |
| 8 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65 mm and 80 mm dia. G.I. pipes |
| 9 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.40 mm and 50 mm dia. G.I. pipes |
| 10 | Welding, including transportation of plant at site etc. completeBy electric plant |
| 11 | Carriage of GI Pipe from Jammu to Site of Work for an average distance of 150 km by Mechanical transport and 5000 M by head load. |
| 12 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.1 All kinds of soil : |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 14 | Dumping stone including cost of stones in Horizontal on level. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 16 | Carriage of Cement from nearest source to site of work for an average distance of 55 km by Mechanical Transport and 5000 M by Head load. |
| 17 | Carriage of Sand from nearest source to site of work for an average distance of 55 km by Mechanical Transport and 5000 M by Head load. |
| 18 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 55 km by Mechanical Transport and 5000 M by head load. |
| 19 | Carriage of Solling Stone from nearest source to site of work for an average distance of 1 km by Mannual labour or H/Load. |
| 20 | WSS Lower Barnelly |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).40 mm dia. nominal bore |
| 22 | 32 mm dia. nominal bore |
| 23 | 25mm dia. nominal bore |
| 24 | 20mm dia. nominal bore |
| 25 | 15mm dia. nominal bore |
| 26 | Earth 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 : |
| 27 | 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. |
| 28 | 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 :1. 65 mm nominal bore |
| 29 | 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 :1. 50 mm nominal bore |
| 30 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.1. 65 mm dia. G.I. pipes |
| 31 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.1. 50 mm dia. G.I. pipes |
| 32 | Carriage of GI Pipe from Jammu to Site of Work for an average distance of 150 km by Mechanical transport and 15000 M by head load. Please Enable Macros to View BoQ information |
