Sarnath ward sarang nath colony hiramanpur relve crosing me usha devi ke ghar se bachcha lal seth ke ghar tak siwar v interlocking nirman karya

Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 i/c Cartage Distance-3 Km

Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251

Cement concrente with cement, approved coarse sand and 40 mm brick ballast, in propotion 1:6:12including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273

Class -150 Sub class' A' brick work in 1:4 with cement and approved fine sand of 1.25 F.M. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305

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. (Grading-1 Material)

Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.

Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.

12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584

Cement concrete with 20 mm. Gauage approved stone ballast, approve coarse sand and cement in the porportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I. No-279 (b)

Providing and laying of NP3 class 350mm RCC pipe with collars joint with 1:2 cement and fine sand mortar including testing of joint. as per as per SOR