Shifting of Utilities from Palace Nallah near Zonal Hospital Mandi

Amount

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/ hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus escavated earth as directed by the Engineer-in-charge.

Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (Medium Class) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm 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. GMS Pipe 80 mm (L) WT 3.20 mm thick

GMS Pipe 65 mm (L) WT 3.20 mm thick

Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter in trenches, screwed and socketed, in trluding 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. 25mm diameter

Dismantling of GMS (Galvanised Mild Steel) pipes, light grade, laid in trenches, including carefully taking out the tubes of any diameter by cutting or dismantling of joints, stacking the serviceable material, and disposal of unserviceable material within all leads and lifts, complete as directed by the Engineer-in-Charge. (Earth work in excavation to be measured and paid for separately). GMS Pipe 80 mm (L) WT 3.20 mm thick

GMS Pipe 65 mm (L) WT 3.20 mm thick

GMS Pipe 65 mm (L)

Re-laying of GMS (Galvanised Mild Steel) tubes, light grade, of following diameters, in trenches with cutting and welding, including all specials and fittings, testing of joints complete in all respects as per direction of the Engineer-in-Charge. (Earth work in excavation to be measured and paid for saparately). GMS Pipe 80 mm (L) WT 3.20 mm thick

GMS Pipe 65 mm (L)

Relaying, jointing and testing of GMS tube in trenches (light grade) of following dia meter in trenches, screwed and socketed, in trluding 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. 25mm diameter

HET RAM (BID ID -574049)

DALEEP KUMAR (BID ID -574032)