Maintenance/Repair/Restoration of Damages and Emergent/ Urgent Nature of works with minor extensions of various Water Supply Schemes Ranika, Ramgarh, Marsoo, Assar, Jathi, Chirota, Thopal and Blundpur etc. for the Block Assar District Doda Retendere

Amount

Earth work excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan including dressing of sites and ramming of bottom lift upto 1.5mtrs including getting out excavated earth and disposal of surplus excavated earth as directed. a) All kind of Soil.

b) Ordinary Rock.

Earthwork Excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 Mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan including dressing of sites and ramming of bottom lift upto 1.5 Mtrs including getting out excavated earth and disposal of surplus excavated earth as directed. a) All kind of soil

b) Ordinary Rock

Providing and fixing of G.I. Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) a) G.I. Pipe 15mmØ

b) G.I. Pipe 20mmØ

c) G.I. Pipe 25mmØ

d) G.I. Pipe 32mmØ

e) G.I. Pipe 40mmØ

f) G.I. Pipe 50mmØ

g) G.I. Pipe 65mmØ

h) G.I. Pipe 80mmØ

i) G.I. Pipe 100mmØ

Providing and fixing of HDPE Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) a) HDPE Pipe 25mmØ

b) HDPE Pipe 32mmØ

c) HDPE Pipe 40mmØ

d) HDPE Pipe 50mmØ

e) HDPE Pipe 63mmØ

f) HDPE Pipe 75mmØ

g) HDPE Pipe 90mmØ

h) HDPE Pipe 110mmØ

i) HDPE Pipe 160mmØ

Providing & Fixing of G.I. Union in G.I. Pipes including cutting & threading the pipe and making long screw etc complete (new work). a) G.I. Union 15mmØ nominal bore.

b) G.I. Union 20mmØ nominal bore.

c) G.I. Union 25mmØ nominal bore.

d) G.I. Union 32mmØ nominal bore.

e) G.I. Union 40mmØ nominal bore.

f) G.I. Union 50mmØ nominal bore.

g) G.I. Union 65mmØ nominal bore.

h) G.I. Union 80mmØ nominal bore.

Laying & Fitting of G.I. Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) a) G.I. Pipe 15mmØ

b) G.I. Pipe 20mmØ

c) G.I. Pipe 25mmØ

d) G.I. Pipe 32mmØ

e) G.I. Pipe 40mmØ

f) G.I. Pipe 50mmØ

g) G.I. Pipe 65mmØ

h) G.I. Pipe 80mmØ

i) G.I. Pipe 100mmØ

Providing and fixing gun metal Gate Valve with C.I. Wheel of approved quality (screwed end): a) Gunmetal Gate Valve 20mmØ

b) Gunmetal Gate Valve 25mmØ

c) Gunmetal Gate Valve 32mmØ

d) Gunmetal Gate Valve 40mmØ

e) Gunmetal Gate Valve 50mmØ

f) Gunmetal Gate Valve 65mmØ

g) Gunmetal Gate Valve 80mmØ

Demolition of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer. a) 1:3:6 or rich mix (I/C equivalent design mix)

b) 1:4:8 or linear Mix (I/C equivalent design mix)

Dismantling G.I. Pipe (External work) including excavation and refilling trenches after taking out the pipes manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of the Engineer in charge a) 15mm to 40mm nominal bore.

b) Above 40mm nominal bore.

Dismantling of flexible pavement (bituminous Coarse) by mechanical means and disposal of dismantled material up to a lead of 1.00Km as per direction of in charge Engineer.

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

Dry Random Rubble masonry with hard stones in foundation and plinth. a) With bond stone.

b) Without Bond stone.

Form work: Centering and shuttering including strutting, propping etc and removal form for: a) Foundation, footings, bases of columns etc for mass concrete.

b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering shuttering finishing and reinforcement all work upto plinth level: a) 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).

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

Reinforce cement concrete work in walls (any thickness) including attached Pilasters , buttresses, plinth and strange courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement: a) 1:1½:3 (1 Cement: 1½ Coarse sand: 3 graded stone aggregate 20mm nominal size).

Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs.

Steel reinforcement for RCC work including strutting, cutting, bending, placing in position and binding all complete upto plinth level a) Thermo mechanically treated bars of grade FE-500D or more.

Labour engaged for fitting: a) Fitter

b) Labour

Gas Welding

Electric Welding

Welding One Pin

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

In soils mixed with moorum/Kankar/Shingle/ boulders, disposal lead upto 50m and lift upto 1.5m.

AMJAD RASHID WANI