Construction of Road Nirman work at Block Bahariya gram sari jodhrai me Pakki road to sumit house

Construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5. including lead up to 1000 meter Cortage 2 Km

Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundatio

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305

Provoiding and Laying of 2.50 cm thick PCC 1:2:4 (Without Base Concrete) With cement coarse sand and 20 mm gauge stone grit incluidng all. As per PWD Allahabad SOR SI. No. 601A

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 three wheel 80-100 kN static roller in stages to proper grade and cam

RCC work with cement approved coarse sand 2cm gauge approved stone grit in proportion of 1:1.5:3.SI No.284

MS Iron work such as RCC or RB work.SI No.504

Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 (For Gray Til