Maintenance repair, restoration of damages emergent/urgent nature of works minor extensions of various Water Supply Schemes in Chatroo and its adjacent areas under M and R

Amount

Carriage of G.I Pipes from Jammu to road side of work by Mechanical Transport for an av. Distance of 300 km including loading unloading and stacking.

Carriage of G.I pipes from road side to site of work by manual labour for an average distance of 10 Km. (G. Main)

Carriage of G.I pipes from road side to site of work by Mannual labour for an average distance of 05 Km. (D. system)

Carriage of Cement from nearest source to site of work by Mechanical Transport for an average distance of 45 Km.

Carriage of Cement from road side to site of work by manual labor for an average distance of 05 Km.

Carriage of sand from source to road side of work by mechanical transport for an average distance of 15 km including loading unloading and stacking.

Carriage of Sand from road side to site of work by manual labour for an average distance of 05 Km.

Carriage of 20mm stone aggregate from source to road side of work by mechanical transport for an average distance of 15 km including loading unloading and stacking.

Carriage of 20mm stone aggregate from road side to site of work by manual labour for an average distance of 05 Km.

Carriage of 40mm stone aggregate from road side to site of work by manual labor for an average distance of 02 Km.

Carriage of stone from road side to site of work by manual labor for an average distance of 01 Km.

Dismentling manually/Machanically includind stacking of serviceable material and disposal of Unserviceable material with in 50m lead as per direction of Engineer in charge Bituminous road

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits, and the like not exceeding 10 sqm on plan , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. 100% all kinds of soil.

Providing and fitting of G.I. Pipes complete with G.I fitting excliding trenching & refilling etc.(external work)80 mm dia nominal bore (Medium)

65 mm dia nominal bore (Medium)

50 mm dia nominal bore (Medium)

40 mm dia nominal bore (Medium)

32 mm dia nominal bore (Medium)

25 mm dia nominal bore (Medium)

20 mm dia nominal bore (Medium)

15 mm dia nominal bore (Medium)

Dismantling G.I pipes (external work) including excavation and refilling tranches after taking out the pipes manually /by mechanical means including stacking of pipes with in 50 m lead Above 40 mm dia nominal bore

15 mm to 40 mm dia nominal bore

Providing and fixing of G.I Union in G.I Pipes including cutting and threading the pipes and making long serews etc.complete new work. 80 mm dia nominal bore

65 mm dia nominal bore

50 mm dia nominal bore

40 mm dia nominal bore

32 mm dia nominal bore

25 mm dia nominal bore

20 mm dia nominal bore

Laying and fitting of G.I. Pipes (all classes)complete excluding cost of pipes,fitting and earth work 80 mm & 65 mm dia G.I pipes

50 mm & 40 mm dia G.I pipes

32 mm & 25 mm dia G.I pipes

15mm & 20 mm dia G.I pipes

Providing and fixing of G.I Union in existing G.I Pipes line cutting and threading the pipes and making long serews including excavation refilling the earth or cutting of wall and making good the same complete wherever required. 80 mm dia nominal bore

65 mm dia nominal bore

50 mm dia nominal bore

40 mm dia nominal bore

32 mm dia nominal bore

25 mm dia nominal bore

20 mm dia nominal bore

Returning/Refilling the available excavated soil as required in Layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering etc

Providing and laying in position cement concrate of specified grade including curing but excluding the cost of centring and shuttering -ALL work upto plinth level with (1:3:6)

Random rubble masonary with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12( 1 cement : 6 coarse sand : 12 graded stone aggregate; 20mm normal size) at plinth level with cement mortar 1: ) 1 cement: 6 coarse sand.

ZUBAIR AHMED LONE