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| 1 | WSS Narkote |
| 2 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work).HDPE 50 mm dia. nominal bore |
| 3 | HDPE 40mm 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. |
| 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 dia. nominal bore) |
| 7 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65mm & 80 mm dia. nominal bore G.I. pipes |
| 8 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.40mm & 50 mm dia. nominal bore G.I. pipes |
| 9 | Welding, including transportation of plant at site etc. complete1. By electric plant |
| 10 | Carriage of HDPE Pipe from Jammu to Site of Work for an average distance of 170 km by Mechanical transport and 5 km by head load. |
| 11 | WSS Thanole Bhandar |
| 12 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work).HDPE 63 mm dia. nominal bore |
| 13 | HDPE 50mm dia. nominal bore |
| 14 | HDPE 40mm dia. nominal bore |
| 15 | 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 : |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. |
| 17 | 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 :(Below 40 mm dia. nominal bore) |
| 18 | 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 dia. nominal bore) |
| 19 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65mm & 80 mm dia. nominal bore G.I. pipes |
| 20 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.40mm & 50 mm dia. nominal bore G.I. pipes |
| 21 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.25mm & 32 mm dia. nominal bore G.I. pipes |
| 22 | Welding, including transportation of plant at site etc. complete1. By electric plant |
| 23 | Carriage of HDPE Pipe from Jammu to Site of Work for an average distance of 170 km by Mechanical transport and 5 km by head load. |
| 24 | 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. All kinds of soil |
| 25 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 26 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 30 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 31 | Carriage of Cement from nearest source to site of work for an average distance of 70 km by Mechanical Transport and 08 km by Head load. |
| 32 | Carriage of Steel from nearest source to site of work for an average distance of 95 km by Mechanical Transport and 1.5 km by Head load. |
| 33 | Carriage of Sand and Stone aggregate from nearest source to site of work for an average distance of 70 km by Mechanical Transport and 8 km by Head load. Please Enable Macros to View BoQ information |
