Maintenance/Repair / improvement of Civil structures and restoration of Water Supplies of minor urgent nature of works under Water Supply Schemes in respect of Jal Shakti PHE Sub-Division Banihal

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

Dismantling of msnnusly / Mechanically including Stacking of serviceable material and disposal of of un serviebale materail within 50 meter lead a) Bituminous Road

b) water Bound Macadam Road

Dismantling of tiles work in florrs anf roofs laid in cement mortar including stacking materail within 50 meter lead . a) for thickness of tile 10mm to 25mm

b) For thickness of tiles above 25 upto 40mm

Laying and Fitting of G.I. Pipe complete excluding cost of Pipes and earth 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 (L)

h) G.I. Pipe 65mmØ (M)

i) G.I. Pipe 80mmØ (L)

j) G.I. Pipe 80mmØ (M)

k) G.I. Pipe 100mmØ

Laying and Fitting of G.I. Pipe complete excluding cost of Pipes and earth work a) HDPE Pipe 25mmØ

b) HDPE Pipe 32mmØ

c) HDPE Pipe 40mmØ

d) HDPE Pipe 50mmØ

e) HDPE Pipe 63mmØ

Demolishing 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.

Dry Random Rubble masonry with hard stones in foundation and plinth. a) Using Nallah Stone without bond Stone

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.

Disposal of surplus excavated earth ( complete Job) upto 1 km by Mechnical Transprt

Supply of Fitter / Mazdor/ Mason etc a) Supply of Fitter ( Second Class)

b) Supply of Labour ( Mazdoor)

Locating / Tracing of blockages / leakages including excavating of pits

Making connections of G.I Distribution branches with G.I main of following size by providing / fixing TEE , including cuttting and treading the pipe etc. (complete) a) 25mm to 40mm nominal bore

a) 50mm to 80mm nominal bore

Clearing jungle including uprooting of rank vegetation , grass , brushwood, trees and sapling of grith upto 30cm measured at height of 1 M above ground level and removal of rubbish upto 01 distance of 50m outside the priphery the area cleared

Pumping out water causedby springs , todal or river seepage , broken water main or drain or the like

Silt clreance from canals ( GSR) ,of intial lead and lift (50m 1.50 m respectively . a) Dry

Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m 1.50 m

Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20mm nominal size .

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size) Nallah.

Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size) Crushed

Dumping stones in horizontal on level including cost of stones

12 mm cement plaster in 1:4 (1 cement : 4 coarse sand)

Form work: Centering and shuttering including strutting, propping etc and removal form for: (Rates to be quoted including carriage complete job). a) Foundation, footings, bases of columns etc for mass concrete.

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

Reinforcement for RCC works incl. straightening, cutting, bending, placing in position & binding all complete cold twisted bars.

Dismantling of olf plaster or skirting , raking out joints , and clearing the surface for plaster including disposal of ruubbish to the dumping ground within 50 meters lead.

Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 ° landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size).

Demolishing of RCC mannualy / mech. Means including stacking of steel bars and disposal unserviceable materal within 50m lead

Carraige of Sand ,Bajri, Stone , cement & Steel from nearst source to site of work including loading , unloading , stacking complete by Av. 01 Km by MT . ( to be paid as per actual distance involved at site) a) Sand

b) Bajri below 40mm

c) above 40mm

d) stone

e) Cement & Steel

Carraige of materail from stacking place to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand

b) Bajri below 40mm

c) above 40mm

d) stone

e) Cement

f) Steel

Mohd Sharief Wani

Jaffar Tajamul Islam

Mohammad Shaheen Wani