Pathway work in camp office.

dismentling of tile work in floor.....................all SI No.15.23.2

Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted.

Providing and laying cement cocrete in 1:4:8 (1 cement: 4 coarse sand : 8 Brick Ballast 40 mm gauge) and curing complete including cost of formwork in foundation and floors. (S.I. No. 275)

Class-450 brick in 1:4 Cement and coarse sand of 1.9 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 305 NS)

12 mm thick cement plaster with cement mortor in proportion of 1:3 Cement & coarse sand of single coat on fair side of single or hair brick well for interior plastering upto floor two level including brick wall for plastering upto floor two level including internal rounded angles not exceeding 80 mm in girth, chemfers and finished even and Stooth. No. extra for mixing any 1 cement : 3coarse sand (S.I. No. 13.9)

Providing and Laying of Rubble Moulded Zig Zag interlocking concrete block pavements having thickness 80 mm as per drawings and Technicla Specification clause 4504 as per SOR Chap. 25 MORD 1500

R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of 1:2:4 in Raft foundationin footing excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 B,W,G ,G ,i vinding wire and including necessary

M.S or Iron work in plain work such as reinforced concrete or R. B. work reinforcement in sub-structure complete as per drawing and Technical Specifications Si no 504

Providing and laying cement concret in M-45 not lass then strength of m 1:50 stone grit 20 mm. nominal size ........ all complete(S.INo.. 239a)

Deduction of Usable matterial…...............all complete Brick bats 30%

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