Construction of C.C. Road from Medical College to Nunari Marg at Tirwa Kannauj Marg

E/W in excavation in foundation in ordinay soil (Loam,Clay, or Sand) inculding lift upto 1.50m and lead upto 30m including filling watering and raming of excavated earth into the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches, S.l No 251

Providing and laying cemet Concrete in 1:6:12 (1 cement:6 fine sand 12 graded brick ballast aggregate 40 mm nominal size) inculding supply of all materials, labour and T& P etc. required for completion or work and curing complete, including cost of form work in Foundation and floors. S.l. no 273

Class M-150 Brick Work in 1:4 Cement and Coarse Sand Mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of Work. S I No. 305 (a)

E/W in cutting or in embankment in ordinary soil including ramming and dressing the surface to requied levels & slopes also including 1.5 lift & 30m lead i/c all labour ,material T&P complete. (S.I.No.253A+231A ) carted earth 3 km

Granular sub base with well graded material (400.1) ( A by mix in place method ) constraction of granular material spreading in uniform layers with motograder on prepared surface mixing by mix in place method with rotavoter at OMC and compacting with smooth wheel roller to achive the desired dencity complete as per technical specification clause 401 (compected)

Cement concrete pavement cc road construction of un reinforceed plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m30 grade coarese and fine aggregatr conforming to is 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not lessthen .2 cum capicity and approprite weight batcher using approved mix design laid in approved fixed side formwork .spreding the concrete with shovels compacted using needle screed and plate vibrators and finished in continuous as approved curing concrete slebs for 14 days curing compound and water finishing to lines and grade as perdrawing and technical specification clause 1501

Providing and laying cement concrete in C.C in 4:2:1 of not less then strenth of M-15 Stone Grite (20 mm nominal size) approved coarse sand and cement, curing complete inculding cost of from work. In foundation and floor S.I no 279 (a)

12 mm thick. cement plaster in 1:4 (cement and coarse sand)single coat on fair side of single or half brick wall for interior plastring upto floor to level including internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in grith and finished even and smooth. As per S I No. 584 (a)

Tor steel in plain work such as reinforcedconcrete or reinforced brick work (when notincluded in overall rates). Wrought torequired shaps as necessary includingbending for proper completion of work andincluding supply of its wastage bend hooksand authorised overlapping shall bemeasured upto Plinth level .

Providing units of reinforced cement concrete 1:2:4 mix (1 cement :1.2 coarsesand :4 graded stone aggregate 20 mm nominal size )of strength not less than M-15 inT-Beam column and sleb roofs excludingsupply of reinforcement & its bending including necessary centering & shuttering etc. & also inc. supply of all materials , labour T.& P. etc required forproper completion of the work .with curingcompete. beam column and sleb