Construction of Parking at Spituk Monestary Leh

Amount

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: Hard Rock (Blasting prohibited )

Dry stone patching any thickness excluding cost of stone on horizontal

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)

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: .1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for A)Foundations, footings, bases for columns

Edges of slabs and breaks in floors and walls

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Carriage of material by way of MT including loading, unloading and stacking all complete job. A)Cement an avg lead 05 km

b)Sand from avg. lead 10km

c)Stone Agg. from avg lead 10km

d)Stone from an avg lead 20 km

e)Earth from an avg lead 03 km

M/S SONAM RIGZEN

M/S RIGZEN TSEWANG GOVT CONTRACTOR

M/S TSERING MUTUP

M/S ALI SHAH

M/S TSEWANG PHUNCHOK

M/S RIGZIN ANGCHOK

M/S TSEWANG RIGZIN GOVT CONTRACTOR

M/S MEHDI ALI GOVT CONTRACTOR

M/S TASHI DORJAI

TSEWANG DORJAY

M/S TSEWANG NORBOO GOVT CONTRACTOR