Nagar Panchayat Katera me Gevda Talaab ke Dakshini bhag me gahrikaran evm Sundrikaran ka karya

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Excavation in soil mixed with moorum/ shingle/ kankar requiring the use of special T&P such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between 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 upto a distance of 30 m. (100 fts) from the foundation trenches. S.I no-252.Ch.4

Brick Work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894, class designation 10 average compressive strength in foundation Cement mortar 1:6 (1 cement: 6 coarse sand) as per sor S.I. No. DSR 6.34.Ch-6.

Cement concrete with 4cm gauge approved stone ballst approved coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour and T&P etc required for proper completion of the work. S.I.No.281

R.C.R. Stone masonary work in 1:4 cement and fine sand of 1.25FM mortar in pillar including supply all material, labour and T&P etc complete.

Raised pointing with cement and Fine sand 1.25 F.M. mortar on brick work in proportion of 1:2, including supply of all material, labour and T & P etc, required for proper completion of the work S.I. No.577, Ch-13

Construction of granular sub-base by providing well graded material, spreading in uniform layers 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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. (G-3 22.4-53mm)

80mm Interlocking C.C. block laid in stone dust base & fill Joint with 2.36 mm stone dust at joint filled with S/D after leveling & dressing base including supply of all material labour and tools and plants etc. required for proper completion of the work.

RCC work with cement approved coarse sand, and 2cm (3/4") gauge, approved stone ballast in the proportion 1:1.5:3 in foundation and footing, excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.I. binding wire, an including necessary cantering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost si no-287 (1)