Construction of link road Kaling to Tsegu Lungang Tukla Phulak and Link road to Zohok School. (Under SDP)

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. All kinds of soil

Ordinary rock

Hard rock (Requiring blasting)

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains,pipes and cables etc. (not exceedin1.5mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed,within a lead of 50 mtr. 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)

Dumping stone including cost of stones.in Horizontal on level.

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

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

Providing and laying in position cement concrete o fspecified 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

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 shuttermg including strutting, propping etc.and removal of form for Foundations: footings, bases of columns etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts

Small lintels not exceeding 1.5m clear span , mouldin'g as in cornices, window sills, string courses, bands, coping, bed plates, anchor blocks and the like

Suspended floors, roofs, landings, balconies and access platform.

Edges of slabs and breaks in floors and walls.Under 20cms wide

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

Earthwork in surface excavation not exceeding 30cm in depth but exceeding 1.5mtr in width as well as 10sqm on plan including disposal of excavated earth upto 1 mtr from cutting edge, lift upto 1.5mtr, disposed earth to be levelled and neatly dressed in : All kinds of Soil.

Providind and fixing of M.S Pipe 300mm dia including treanch cutting laying of pipe and Re-filling of excavated earth and disposal of surplus earth to an avg. Lead of 1 Km.

Carriage of material by MT. Cement/Steel an avg. lead 05 Kms.

Cement an avg. Lead of 85 Kms.

Sand an avg. lead 08 Kms.

Sand an avg. lead 20 Kms.

Stone agg. an avg. lead 08 Kms.

Stone agg. an avg. lead 35 Kms.

Stone an avg. lead 03 Kms.

Disposal of excavated earth by MT

M/S JIGMAT CHOSKI GYALPO