Ward 12 Construction of drain from Sithaura intersection to Harish Balmikis house.

Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated carth into the trenches or into the space between the bullding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth Engineer-in-charge upto a distance of 30 m. (100 fts) from the directed by the foundation trenches

Sand filling in plinth including supply of necessary quality of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. rquired for proper completion of the work. (Rate is including Royality)

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum RATE= (DSR Rate x 0.735x109/107)-9504.75 x 0.735x109/107

RCC Work in Super Structure Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland Portland Slag cement, admistures in recommended proportions as per 15: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all lends, but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra coment up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for

Columns, Pillars, Piers, Abutments, Posts and Struts RATE (DSR Rate x 0.735x109/107) 961.30 x 0.735x109/107 Wall upto NGL

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/A SI No. 504

PVC Pipe 63mm for Weep hole

Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc.as per direction of Engineer In charge.