Maintenance repair, restoration of damages emergent/urgent nature of works minor extensions of WSS Kishtwar Town, its Adjoining areas, Lahalla G-main and Lift Water Supply Scheme Shalimar under M and R. (3rd Time)

Amount

Carriage of cement,stone blocks, G.I ,C.I ,A.C ,Stainless steel,steel,C.G.I sheets and CC pipes below 100mm dia and other heavy material from Nerest source to road side of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM

(f)06km to 10mm per km

(g)11km to 20mm per km

(h) Above 20 per km

Carriage of sand & 20mm bajree from source to road side of work by mechanical transport for an average distance (a) 01KM

(f)06km to 10mm per km

(g)11km to 20mm per km

(h) Above 20 per km

Carriage of 40mm stone aggregate from source to road side of work by mechanical transport for an average distance (a) 01KM

(f)06km to 10mm per km

(g)11km to 20mm per km

(h) Above 20 per km

Carriage of soling stone from nearest source to site of work by mechanical transport for an average distance (a) 01KM

(f)06km to 10mm per km

(g)11km to 20mm per km

(h) Above 20 per km

Carriage of crates from nearest source to site of work by mechanical transport for an average distance (a) 01KM

(f)06km to 10mm per km

(g)11km to 20mm per km

(h) Above 20 per km

Carriage of Stone blocks,G.I ,C.I,A.C ,stainless steel and C.C pipes below 100mm dia and other heavy materials/knitted crates by manual means including loading unloading and stacking for an av. Distance Ist 50metres .

Every additional lead of 50 metres or part there of beyond 1st 50 metre

Carriage of cement from road side to site of work by manual labor for an average distance of Ist 50metres

Every additional lead of 50 metres or part there of beyond 1st 50 metre

Carriage of sand & 20mm bajri from road side to site of work by manual labor for an average distance of Ist 50metres

Every additional lead of 50 metres or part there of beyond 1st 50 metre

Carriage of 40mm stone aggregate from road side to site of work by manual labor for an average distance of Ist 50metres

Every additional lead of 50 metres or part there of beyond 1st 50 metre

Carriage of soling stone from road side to site of work by manual labor for an average distance of Ist 50metres

Every additional lead of 50 metres or part there of beyond 1st 50 metre

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 :

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: All kinds of soil :

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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil :

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, not consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Nallah stone)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Quarry stone)

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah stone)

Welding, including transportation of plant at site etc. complete By gas plant

Welding, including transportation of plant at site etc. complete By electric plant

Cemcet plaster with a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.

Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete

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

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

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

20 mm to 40 mm dia nominal bore

Laying and fitting of G.I. Pipes (all classes)complete excliding costof pipes,fitting and earth work 100 mm & 150 mm dia G.I pipes

80 mm & 65 mm dia G.I pipes

50 mm & 40 mm dia G.I pipes

32 mm & 25 mm dia G.I pipes

20 mm dia G.I pipes

Providing and fitting of G.I. Pipes complete with G.I fitting excliding trenching & refilling etc.(external work) 150 mm dia nominal bore (Medium)

100 mm dia nominal bore (Light)

80 mm dia nominal bore (Light)

65 mm dia nominal bore (Light)

50 mm dia nominal bore (Light)

40 mm dia nominal bore (Light)

32 mm dia nominal bore (Light)

25 mm dia nominal bore (Light)

20 mm dia nominal bore (Light)

Providing and fixing of gun metal gate value with C.I wheel of approved quality (screwed end) 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

Providing and fixing of G.I Union in existing G.I Pipes line cutting and threadind 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

Dismantling old plastre or skirting ,raking out joints and cleaning the surface for plaster in cluding disposal to the dumping ground with in 50 m lead.

Providing Main hole cover L.D rectangular 455X610 mm with frame

Providing Main hole cover L.D rectangular 455X610mm without frame

Hand-packing stones in wire-crates; excluding cost of crates and stones

Supply of wire crates (to be paid as per actual) L/S

Supply of stone

Silt clearance Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet

Clearing snow (with frost) from roads manually using picks and shovels snow depth upto 150mm

Slip clearence In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

Slip clearence In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

Supply of Labour

Supply of Fitter

Hydraulic excavator (3D) with Driver and Fuel

MR. JEHANGIR AHMAD BUTT