Under District Prayagraj, Construction of road from village Udgi Nevada canal to Rampal house and Kali Shankar house via Bind Basti., Lot No 6

Work

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

Earth work in excavation for structures as per drawing and technical specification clause 305 -1 including setting our construction of shoring and bracing removal of stumps and other deletion material up to a lead for 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material mord specification. 300/11.1

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

12 mm thick plaster with 1:4 cement and find sand morter over brick masonry work . As per S.I. No. 597©

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

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

roviding laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing-rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming stone screening/crushable screening to fill-up the interstices of course aggregtate, watering and compacting to the required density grading 2 as per Technical Specification clause 405.