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| 1 | WSS Maslote |
| 2 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). 80 mm dia. nominal bore |
| 3 | 65 mm dia. nominal bore |
| 4 | 50mm dia. nominal bore |
| 5 | 40 mm dia. nominal bore |
| 6 | 32 mm dia. nominal bore |
| 7 | 25mm dia. nominal bore |
| 8 | 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 : |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth. |
| 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 :1. Above 40 mm nominal bore |
| 11 | 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. 15 mm to 40 mm nominal bore. |
| 12 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.1. 65 mm and 80 mm dia. G.I. pipes |
| 13 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.1. 40 mm and 50 mm dia. G.I. pipes |
| 14 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.1. 25 mm and 32 mm dia. G.I. pipes |
| 15 | Welding, including transportation of plant at site etc. complete1. By electric plant |
| 16 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 in All kinds of soil. |
| 17 | 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 in All kinds of soil. |
| 18 | Hand-packing stones in wire-crates; excluding cost of crates and stones. |
| 19 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates |
| 20 | Dumping stone excluding the cost of stone on Horizontal level on level behind crate wall 80% stone and 20% Good earth including consolidating each deposited layer by ramming and watering(Back filling). |
| 21 | Dumping of stone on Horizontal level. |
| 22 | Supply of stone. |
| 23 | Cost of knitted wire crate. |
| 24 | Carriage of Solling Stone from nearest source to site of work for an average distance of 1 km by Mechanical Transport and 200 m head load. |
| 25 | Carriage of Knitted wire Crate from nearest source to site of work for an average distance of 90 km by Mechanical Transport and 200 m head load. |
| 26 | Carriage of Solling Stone from nearest source to site of work for an average distance of 5 km by Mechanical Transport. |
| 27 | Carriage of GI Pipe from Jammu to Site of Work for an average distance of 150 km by Mechanical transport and 2 km by head load. Please Enable Macros to View BoQ information |
