Hemgir to Biswanathpur_Road_ 600mm Dia Single row HPC with 60mtr guard wall and CC road -Earth work,GSB,WMM,PCC-M30-_At 0.000 km 0.000 to 0.240

Earth work in excavation of foundation in all kinds of soil including stoney earth and gravel mixed with stone boulders not exceeding 0.014 cum in volume with all leads and lifts including dressing and levelling the bed and depositing the excavated materials at places away from site with all leads including cost of labour and T&P required for the work including 1% Cess etc complete as per the direction of the Engineer - in - charge.

Providing and construction of well compacted drainage layer above the subgrade of road work with approved quality of dust free washed coarse to medium sand as per Clause 5.8 and 6.6 OF sp:20-2002

PCC work in foundation of M-15 grade as per drawing & technical specification complete as per the direction of the Engineer - in - charge.

PCC work in foundation of M-15 grade as per drawing & technical specification complete as per the direction of the Engineer - in - charge.

Supplying ,laying & fixing different dia NP3 RCC hume pipe in position for culvert including pointing ends ,fixing collars with cement mortar (1:2) including cost ,conveyance ad taxes of hume pipe etc complete

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per MORD technical specification Clause 1915 as per direction of Engineer-in-charge .

Providing weep holes in brick masonry /Plain /Reinforced concrete abutment ,wing wall /return wall with 100 mm dia AC pipe ,extending through the full width of the structure with slope of IV :2H towards drawing force etc complete as per drawing and technical specification

Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness

Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 400-1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 400 of MORD

Earth work in embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.