Vidhayak Nidhi Work- Construction of CC Road, On Viseshwar Totwari Marg, Ibrahimpur Me Nirmaddin Hanuman Mandeer se Shri Balaji Hanuman Mandeer ke Tarf, Block Sohawar in district Ballia.

Excavation in foundation in ordinary soil including lift upto 1.50 M and lead upto 30M. Including watering ramming and dressing etc. and Disposal of surplus earth as Direction by E/L up to a distance of 30m from the foundation trenches Mord SPEC. No 300

Providing GSB under foundation including all materials required for proper completion of the Work.

Brick masonry work in cement mortar in foundation complete excepting pointing and Plastering. As per drawing and technical specification Clauses 600, 1202 &1203

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 granular sub-base by providing well graded ,spreading in uniform layers with mortar grader Prepared Surface Mixing by Mix place Method With rotavator at OMC and compacting with smooth wheel roller to achieve the desired dencity, Complete as per technical specification clause 401

Providing laying and spreading and compacting stone aggregates of specific Sizes to 53mm to22.4mm to Water bound mecadam specification. Including. spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN stages to proper grade and camber, applying and brooming stone screening fill up the interstices of coarse aggregate, watering and grading 3 as per technical specification. clause 405.3 as per technical spec. clause 405.3 compacted thickness 75mm.

Conśtruction of of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper desigi. over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501 .2.2 m 30 (Grade), coarse and fine agregates conforining to IS: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix desiyn, laid in approved fixed side formwork ( steel channel, laying and fixsing of 125 micron thick polythin firm wedges. steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted usiny needle, screed and plate vibrstors and finshed in continuos operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/ culverł and construction joints, admixtures as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specitieation Clause 1501

Providing and fixing of Sign board and seftyy Sign board Complete in all respect.