CONST. OF 2X350 MT MSV @ G'NAGAR

EXCAVATION OF EARTH — CAVATION OF EARTH, FOR DEPTH UPTO AND INCLUDING3.0 M, 1.FOR FOUNDATIONS OF BUILDINGS, ROADS,DRIVEWAYS, PEDESTALS ETC. OR ANY OTH PLACE AS,IN ORDINARY SOILS INCLUDING SOFTROCK/DISINTEGRATED ROCK, IN BOTH DRY AND WETCONDITIONS. 2.INCLUDING PUMPING AND BAIL G OUTSURFACE AND SUBSOIL WATER, SHORING, STRUTTING ASREQUIRED AS PER SITE CONDITION, SLUSH REMOVAL,INCLUDING BACKFILLING ETC, LAYERS AT ALLHEIGHTS AND DEPTHS AS PER DRAWING ANDSPECIFICATIONS WHEREVER REQUIRED, IN FOUNDATIONPITS, UNDER FLOORS AND OTHER LACES WITHEXCAVATED SUITABLE SURPLUS EARTH, INCLUDINGRECLAIMING FROM SPOIL HEAPS KEPT ELSEWHEREINCLUDING DRESSING AND LEVELLIN WATERING ANDMECHANICAL COMPACTION ETC. 3.TRANSPORTING SURPLUSSOIL TO UNOBJECTIONABLE PLACE WITHIN BOUNDARYLIMITS AND SPREADIN IN LAYERS. 4.THE MEASUREMENTFOR PAYMENT SHALL BE FOR THEORETICAL VOLUME ONLYAND IT SHALL BE THE VOLUME OF THE BLOCK OF THEEXCA TION HAVING MAXIMUM BOTTOM DIMENSION OF THEFOUNDATION AS PER DRAWING AND TO ACTUAL DEPTH UPTO AND INCLUDING 3.0 M

Area Cleaning of bus — em as per SOQ in tender documents

Sup/Lay MURRUM — em as per SOQ in tender documents

Sup/Lay of WSEL Laye — em as per SOQ in tender documents

RIVER SAND Filling f — em as per SOQ in tender documents

Sup/LayGeotextile sh — em as per SOQ in tender documents

Sup/LayUPVC Sheet — em as per SOQ in tender documents

Sup/Lay Paver M30 60 — em as per SOQ in tender documents

Sup/Lay pea gravel 8 — em as per SOQ in tender documents

Sup/Lay UPVC drain p — em as per SOQ in tender documents