Construction work of link road from connecting road from Maharajganj Nevadhiya road to Gulalpur railway line

Earth Work in cutting or in embankment in Ordianry/black cotton soil excavation to be the form of regular pits not exceeding ½ meter (20") in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required level and slopes and also including 1.5mm (5") lift and 30m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m (100') distance as directed by the E/I.

Providing laying and compacting stone agregates 45-90 of water bound macadam specification including spreading in uniform thickness hand packing-rolling with3wheeledsteel/vibratory roller80-100 tones instagesto proper grade andcamber applying andbrooming requisite type of screening materials coursesandto fil-lup the interstices ofcourse agreegate watering and compacting tothe required density grading 1 as per technical specification clause405

Providing laying and compacting stone agregates 45-63 of water bound macadam specification including spreading in uniform thickness hand packing-rolling with3wheeledsteel/vibratory roller80-100 tones instagesto proper grade andcamber applying andbrooming requisite type of screening materials coursesandto fil-lup the interstices ofcourse agreegate watering and compacting tothe required density grading 2 as per technical specification clause405

Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved query sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required denstity. as per Technical specification clause.4.7/405(3) As per Analysis

Providing and applying primer coat with bitumin emulsion (SS) on prepared surface of granular Base including clearing of road surface and and sprying primer at rate of 0.75 Kg/sqm ssing machenical means (MORD 502) As per Analysis

Providing and applying tack coat with bitumin VG-10 using pressure disributor at rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechnical broom (MORD 503) As per Analysis

Cleaning the existing W.B.M. surface and laying 2cm. Thick Premix carpet with appd. Grit (in ratio 1:2 with 10-16 mm & 16-22.4mm gauge with dalla Grit) and bitumen including neating the paint to required tamperature and mixing either in mixer or by hand including cartage of materials, maintenance of side, patries and watering them during operation including supply of all materials L.T.&P. required for proper completion of the work also including cost of maxphalt and back coat.As per Analysis

Cleaning the premix carpet surface and laying seal coat with 6 mm Grit, including supply of all materials, Labour, T&P etc. required for proper completion of work.As per Analysis

Brick adging on both side of rode m 150 8 cm wide 12 cm deep laid with mud mortar including all materail as per

Supply and laying 350mm dia hume pipe