Complete Development of Power Department Complex in Choglamsar which includes boundary wall, retaining walls etc. around the complex , Choglamsar Leh

Amount

Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

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 :

Soling : Dumping of Stone Including Cost of stone

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

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). Wall width = (2'+3')/2 = 2'6" 80% of Plum Concrete

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone :20 % of Plum Concrete Retaining Wall

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) : Retaining Wall Coping

Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design

Carriage of materials By Mechanical Transport including loading, unloading and stacking. Cement avg by MT 20Km

Carriage of materials By Mechanical Transport including loading, unloading and stacking. Sand and aggregates avg by MT 30 Km

Carriage of materials By Mechanical Transport including loading, unloading and stacking by MT for an avg of 20 Km a) stones

M/S TSERING TASHI GOVT CONTRACTOR (BID ID -159325)

M/S Habiba (BID ID -159319)

M/S GURMET TAMCHOS GOVT CONTRACTOR (BID ID -159323)

Abdul Qader (BID ID -159282)

M/S STANZIN CHOTZANG (BID ID -159025)