29- ward sankhya 3 pabla road per sthit mokshdham ka jidodwar ka karya

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Construction of Embankement with Material Obtained from Borrow Pits

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1)

(A) By Mix in Place Method

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical MORD Specifications 401

C.C work (1:2:4) one cement and 2 coarse sand and 2 cm gauge stone ballast i/c work all respect. 275a

M-150 Brick work in one cement and four coarse sand of 2.20 F.M motrar i/c work all respect si no 307

12 mm thick cement plaster with on cement and 4 coare sand mortar i/c work all respect .

Concrete with 4 cm gauge stone ballast, coarsesand & cement in the proportion of (6:3:1) i/c work all the respect sI no 800 & 1200