Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead 30mm with filling watering and raining of excavation of earth as per S.I. No-251
3
P/L cement concrete 1:6:12 (1 cement ,6f/sand ,12 brick ballast 40 mm nominal size) including supply of all materials labour and T& P etc (S.I.No. 273)
4
M-150 First claas B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b )
5
12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582)
6
E/W cutting/filling in ordinary soil in cartage in 5km all complete work etc.
7
Construction of granular sub-base by providing well graded materials, spreading in uniform layer 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.
8
Providing /laying (WBM grading 3rd) spreading and compacting stone aggreagated of 53-22.4mm size to water bound macadam specification including spreading in inform thickness hand packing rolling with smooth wheel rooler 80-100kn In stage to proper grade and camber applying the brooming stone screening to fill up the interstices of cease aggregate watering and compacting to the required density.(as per specification on attached analysis of rate by PWD) S.no. 4.7 clause 405 Chapter no.4
9
Supplying and laying of 80mm thick rubber molded zig-zag interlocking tiles joint fillup sand as proper camber all complete etc. CHAPTER NO. 20 SR. NO. 8 SCH. P.W.D. 6.7
10
Cleaning at site all complete work etc.
11
S/F of display board.
12
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