Work involving the installation of hume pipes for drainage near the Shastripuram Avantibai intersection, and the construction of drains and installation of RCC slabs outside Panchi Petha at the Hariparvat intersection

Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30m form the foundation trenches.

Providing and laying cement concrete in 1:5:10 (1Cement: 5 Coarse sand: 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors(Chapter-5 SI.No 1)

Class-150 (Non Modulao brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for propercompletion of the work(Ch-6 SI No-2)

12mm cement plaster in single coat on rough site of single of half brick wall for interior plastering up to floor to level including internal rounded angles not excluding 80mm in girth and finished even and smooth.(b) 1cement: 6 Coarse sand.

R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall

Providing and laying Polished Granite Jet Black stone flooring in req0ired design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc, all complete as specified and as directed

position as directed by E/I including catage of pipes collars upto 30M distance etc all complete. (Chapter No.1 Si.No.31(a)) S/L/F Supply of 350mm dia NP-3 R.C.C. Hume Pipe in proper

Sub Total (A)

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