Gram Manikpur Bhikan Block Basrehar me Gram Mainkpur Bhikan to Primary School Keshopur Kala and Puliya to Bharthna Road tak Interlocking Nirman Karya

Clening jungle including uprooting of rank vegetation grass bush, wood trees and saplings of girth upto 30 cm at a height of 1 mtr. Above ground level & removal of rubbish upto a distance of 50 m outside the periphery of area cleared as per Sl.No. 259

Excavation in foundation in Ordinary Soil (Loam Clay or Sand) Including Lift upto 1.50mtr. And Lead upto 30 mtr and including filling watering and ramming of excavated earth in to the trench or into the space between the building and sites of foundation trunches or into the plinth and removal and disposal of surplus earht edge directed by the Engineer in Charge of 30 mtr from the foundation trunches. as per Sl.No. 251 (Ch-4)

Concrete with 4Cm. Gauge Stone ballast and coarse sand and cement in proportion and cement in proportion of 8:4:1 in foundation and under floors, including supply of all material, labour and tools and plants etc. as per Sl.No. 281

First class brick work in 1:4 cement and coarse sand of 2.25 FM Mortar in foundation plinth including supply of all materials labour and T&P etc. required for proper completion of work as per Sl.No. 305 NS Ch-6)

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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III)

Earth work in cutting or in embankment in o/soil i/c lift 1.50 m an dlead 30m As per SI No-253(A) includind cartage upto 4 km with royality. AS per attech analysis

Providing & laying, of Interlockingn Concrete Block pavement having thickness 80mm as per Drawings and Technical Specification Clause 1504 (Exclusive GSB) as per Sl.No. 34 MORD 1500 6.7 Ch-25

Concrete with 2Cm. Gauge Stone ballast and coarse sand and cement in proportion and cement in proportion of 4:2:1 in foundation and under floors, including supply of all material, labour and tools and plants etc. as per Sl.No. 279(a)

Supply of Aluminium composite material digital written sign board of size 1.20x0.75 m and 3.00 Mtr. High Frame of Board should be angle iron 35x35x5 mm cross tightend with MS Iron patti 2.5 cm wide and 3 mm thick. All MS Iron work iron should be printed as per Sanctioned by SE RED Circle Kanpur 05.10.16 (Dedcution 4% VAT)