Const/repairing of pond with stand facilities for pond hockey at Thiksay

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 kid of soil.

Providing and laying of dry hand packed soling in horizontal level including the cost of stone.

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 40mm nominal size) crushed

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 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size crushed aggegrate

20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Chequered precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Dark shade using ordinary cement.

Earth work in excavation by manual means over areas (Exceeding 30 em 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 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 of random rubble stone masonary laid in mud motar

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 L-or 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: Excluding roller and steel rammer

Carriage of material by mechanical transport a) Cement from 15km

Carriage of material by mechanical transport b) sand and aggegrate from 8km

Carriage of material by mechanical transport c) RR stone from 6km

Carriage of material by mechanical transport d) chequered precast tile from 20km

unloading of tile

Carriage of material by mechanical transport e) earth from 8km

M/S TUNDUP WANGAIL GOVT CONTRACTOR