E/w in cutting or in embankment in ordinary soil loamclay or sand as per Si. No.302(3.5)i I/c upto 50m of site
2
Excavation in foundation in ordinar soil ,loam clay or sand SI NO 251
3
Concrete with 4.00 cm gauge brick work ballast, fine sand and cement in proportion of 12:6:1 in foundation &under floors SI NO 273
4
M150 brick work with cement &Fine sand mortar in proportion of 1:4 SI NO 305 A
5
25mm thick 1:2:4 plain cc floor with cement approved coarse sand and 20mm graded approved stone laid in panels finished with 3mm flooring coat of neat cement or cement and marble dust In 5:1 as specified over and including 8cm thick base concrete consisting of cement local sand and brick ballast 4cm gauge in the proportion of 1:4:8 and removing any over lapping mortar at joint of panels if any and given them a uniform finish including suppy of all materials labor and t&p etc required for completion of the work as per sor 601 a
6
Construction of Granuler sub base by providing well graded material spreding in unoiform layer with mortar grader on prepaired surface mixing by mix in place method with rotavater At OMC and complacing with smooth wheel roller to achieved the desired density complete item As Per Clause 401
7
Providing, laying, spreading and compacting graded stone aggregate of Specification size to water bound macadam (iii) specification including Spreading in uniform Thikness hand packing rolling with smooth wheel rollar 80-100kn roller in stages to Proper grade and camber ,applying and brooming requsite type of screening binding materials to fill up the interstices of corse aggregate watering and compacting to the required density.
8
supply and laying of 80mm thick Zig- Zag Shapped precast mechanical compressed interlocking cement pavers block shall not be less than 30 Mpa and 5.5 kg/no.i/c cost of material,labour T&P etc.required for proper completion of work
9
S/F of granite of as per approved drawing...
10
site photographs
11
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