Infrastructure development around Khatsa Gonpa Tia (by way of construction of boundary wall for Khatsa Gonpa Tia) . Under Distt. Plan

Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.2.9.1 All kinds of soil.

Dumping stone excluding cost of stones On Horizontal

Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources)

Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size)

15 mm cement plaster on rough side of single or half brick wall finished with afloating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand)

Providing and applying white cement based putty of average thickness 1 mm ofapproved brand and manufacturer, over the plastered wall surface to prepare thesurface even and smooth complete.

Finishing walls with water proofing cement paint of required shade :13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

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

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.