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Sl. No.
Item Description
1
Excavation in foundation in ordinary soil (loam caly, or sand). Including lift upto 1.5 mt. (5 ft.) and lead upto 30 mt. (100 fts.) and including filling waterning and raiming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and dispsal of surplus earth as directed by the engeeneer in-charge upto a distance of 30 mt. from the foundation and trenches.
2
Earth work in cutting or In Filling In ordinary soll, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm (8\") layers, including ramming and dressing the surface to be required levels and slops and also including 1.5 metre (5 fts) lifts and 30 m. (100\") lead. The earth from cutting to be used in making filling or to be disposlted as spoil banks within 30 metres (100 fts) distance as directed by engineer-in-charge. (Rate is excluding Royality.)
3
Concrete with 4 mm. (1.5\") gauge Stone ballast fine local sand of 1.25 Fitness modulouse and cement in Proportion of 1:3:6 , in foundation and under floors including supply of all materials labour and T&P etc. required for proper completion of the work. (1:3:6)
4
RCC work with Cement, approved coarse sand, 20 mm gauge stone gritin the proportion 1:1.5:3 including centering and shuttering, lab, mat, and T&P all complete but excluding supply of reinfgorcement and its bending (SI No. 289).
5
Mild Steel or iron work in RC/Brick work including cutting and bending for proper completion of the work etc. all complete. (S.I. No. 504)0.6% Qty of rcc work = 0.6x7850x%
6
M-150 class brick work in 1:6 cement & coarse sandmortar in foundation up to plinyh as per S.No 303-NS
7
12 mm thick plaster 1:6 cement and corase sand mortar including supply of all material labour T&P etc.as perch-13 ,13.1
8
Retro Reflective Signs ( Stainless Steel Frame and one side sings)Supply and fixing of reflective sign board ( single side) of size1.50x1.20 mretro relfctive Sheeting of HIP grad type -IV board shall be fixed on 50 mm SS 304 grade pipe and reflective sheet on 4cm thick ACP Sheet of standard make as per MORTH specification The Boaed Shall Be Fixed using 2 man post 45x45x60 cm cement concrete fondation . The Stainess steel joint welding building so an to give uniform shining at welded joints. The Retro Reflective Sheeting type -IV shall Be tested for 3year outdoor weathenng tst in Indian conditions as per IRC. 67:2012 & proof of same in form of goverment report shall be uploaded while quoting Tender .
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