Excavation in Roadway cutting in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification clause 302.3
2
Concrete with 4cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials ,labour,tools&plants etc. Required for proper completion of the work. Schedule Item No.273
3
First class/class-150 brick work in 1:4 Cement and Coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials,labour&tools&plants etc.Required proper completion of work.Schedule item No. 305(A)
4
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Specification Clause 401.
5
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
6
Providing and Laying of Rubber Moulded Zig-Zag 80mm thick tiles Pavour Compressed C.C. Passing 30mpa Compressive Strenth ISI Marked Concrete block Pavements having thickness 80mm as per Technical Specifcation Clause 1504.
7
2.5cm thick Damp Proof Course with cement concrete consisting of 1part cement,1.5 parts approved coarse sand and 3 parts approved 10mm graded stone grit and including water proofing materials as ordered by the Engineer incharge in the proportion as specified by the manufacturer. Schedule Item No.361
8
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 as per Technical Specification Clause 301.5
9
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