Development of sport infrastructure of HS Matho

Amount

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

Earth work in excavati..;n 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

Providing and laying stone soiling in horizontal level ( any thickness) 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 20mm nominal size) Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Crushed

Centring and shuttermg including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and centilevers.

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 50 mm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size .Crushed

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, ,( excluding watering, rolling each layer with half tonne roller or wooden Lor 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:

Supplying and stacking of good earth at site, excluding carriage.

Carriage of Sand and Course aggreagte by mechanical transport for average lead upto 15Km

Carriage of Cement by mechanical transport for average lead upto 20Km

Carriage of soiling stone by mechanical transport for average lead upto 15 Km

Carriage of Good earth by mechanical transport for average lead upto 10 Km

Carriage of Earth by mechanical transport for average lead upto 4Km

M/S BUDDHA BHUMI INFRASTRUCTURE PVT LTD.

M/S ISHEY ANGCHOK

M/S RIGZIN GURMAT

M/S RIGZIN TSEWANG GOVT CONTRACTOR

M/S SONAM STANZIN GOVT CONTRACTOR

M/S ALI HUSSAIN GOVT CONTRACTOR

M/S DORJAY NAMGIAL GOVT CONTRACTOR