Construction of Pathway Near MTS Morabadi under ward No-03

Labour for cleaning the work site before and after work etc.

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Providing and laying 60 mm thick factory made concrete interlocking pavour block of M-35 grade made by block making machine with strong vibratory compaction of approved size, design and shaped, laid in required colour and pattern over bed as per relevant IRC code filling the joints with fine sand etc all complete as per the direction of E/

Granular Sub-Base with Coarse Graded Material (Table:-400-1) :- Construction of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (For Grading-II Material)

Cast in situ cement concrete M20 Kerb(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively ,250 mm high in M20 grade pcc on M-15 grade foundation 150 mm thick,foundation having 50 mm projection beyond kerb stone,kerbstone laid with kerb laying machine ,foundation concrete laid manually,all complete as per clause 409)

Cast in situ cement concrete M20 Kerb(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively ,250 mm high in M20 grade pcc on M-15 grade foundation 150 mm thick,foundation having 50 mm projection beyond kerb stone,kerbstone laid with kerb laying machine ,foundation concrete laid manually,all complete as per clause 409)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size)

Providing & fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion. Single socketed pipes. 110mm dia

(i) Sand (Lead Upto 49 km)

(ii) Stone Chips (Lead 22KM)

(iii) Earth lead 1 Km

Good & Service Tax (GST)

Labour Cess

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