Under District Sultanpur, Construction of road from Tiari link road to Balramau village, Lot No 7

Work

Clearing and grubbing road land including uprooting wild vegetation,gross, bushes srubs, shaplings and tree of gurt upto 300mm, removal of stumps of such trees cut earlier and desposiol of un survecable material and stacking of servicable material to be used are auctioned,upto a lead of 1000m including removal and desposial of top organic soil not exceeding 150mm in thickness as per technical specification clause 201, non thourny jungle.(by mechanical means) PWD SCH NO 259 CH-4-2.31

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in- Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-lI): 6 graded stone aggregate 40 mm (nominal size) of specified grade excluding the cost of centering and shutteing - All work up to plinth level

Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement: 4 coarse sand)

Supply and Laying of 450 mm Dia NP3 Hume Pipe with 15% Cartage

Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 fine sand)

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