Upgradation of link road from Shingu to spangpa Chuchot-Shamma_II

Amount

Earth work in excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in :All kinds of Soil

Providing and laying dry stone pitching ( any thickness) including cost of stone on horizontal level.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Crushed

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

Centring and shuttering including strutting~ propping etc and removal of form work for.- Columns, piers, abutments, pillars, posts and struts.

Centring and shuttermg including strutting, propping etc. and removal of form for· Suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting propping etc and removal of form for:Edges of slabs and breaks in floors and walls. above 20cms wide

Centring and shuttering including strutting~ propping etc and removal of form work for Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil:

Random Rubble masonry 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 nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size ,Crushed.

Providing and laying M/S pipe of 12'' dia. , including loading /unloading and carriage under complete job.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in : All kinds of Soil:

Carriage of sand and course aggregate by mechanical transport avg. distance lead up to 15Km.

Carriage of steel and cement by mechanical transport avg. distance lead up to 20 Km.

Carriage of stone by mechanincal transport avg. distance lead up to 10 Km.

Carriage of Earth by mechanical transport avg. distance lead up to 1 Km.

M/S GHULAM HUSSAIN