Widening and strengthening work of the Ramganj Shahgarh Bhusiyawan ODR to connect Shahgarh development block to Gauriiganj tehsil headquarters with a two-lane road in Amethi district Remaining Work

Excavationj in foundations in ordinary soil (Loam clay or sand) including lift uptp 1.5 m (5fts) and lead upto 30m. (100 fts.) & including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charges upto a distance of 30m (100fts) from the foundation trenches.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Machenically Compacted.

Construction of granular sub-base by providing coarse graded material, from approved query spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401.

Providing, laying spreading & compacting graded stone aggregates from approved query to Wet mix macadam specification I/c premixing the material with the water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density with bitumenus Emulssion SS 3.5% and OPC cement@ 1% by wet of mix.

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg. Per Sqm. On the prepared bitumesious/granular surface.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Earth Work in ordinary soil in makin patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required lavel and true to patri template with side slope of 1:2, (Mechanically Compacted)

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. S.I. 251

Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 S.I. No.-281. . S.I. 283

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