Restoration of Rain Damages WSS Megal to Mandi Town

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of grith upto 30 cm. measured at a height 0.1 metre above ground and removal of rubbish upto a distance of 20 metres outside the periphery of the area cleared: Upto 30 cm Girth:

Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I. Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/ timbering and dewatering where ever required including restoration of un-metalled /metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.

Dismentalling of Gl Pipe by Cutting of Gi Pipe of various dia with generator welding set including carriage at site of work complete in all respect in all leads and lifts. 150 mm diameter (MC) (P/E)

80 mm diameter (MC) (P/E)

Relaying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pic ces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in Charge. 150 mm diameter (MC) (P/E)

80 mm diameter (MC) (P/E)

Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall tnickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding. jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in Charge.150 mm diameter (HC) (P/E)

80 mm diameter (LC) (P/E)

Dismantling / jointing of old Gl pipes from trenches (Earth work to be measured and paid for separetaly). 25 mm diameter

Relaying / jointing of old Gl pipes from trenches (Earth work to be measured and paid for separetaly). 25 mm diameter

Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts. 25 mm diameter

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TERMS AND CONDITIONS.

The work shall be executed as per HPPWD/JSV/ ISI specifications and to the entire satisfaction of the Engineer-in-charge.

The GI Pipe shall be supplied by the department free of cost from JS Divisional Store Raghu Nath Ka Padhar on Proper indent.

No deviation will be allowed without the prior permission of the Engineer-in-charge.

The GI fittings shall be provided by the contractor at their own cost.

The contractor shall be fully responsble for watch and ward of the material at site of work.

Nothing shall be paid for rejected material/work.

1% labour cess will be deducted from the bill of the contractor.

GST as applicable will be borne by the contractor.

The rates should be inclusive with GST and carriage