01 OF AE/RHSD

Construction of Subgrade and earthen Shoulder Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 for Rural Roads of Mord.(stack measurement)

Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (i) With bamboos of length upto 2.00m

Supplying & filling empty cement bag in good condition & Filling empty Cement bags with dry sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but including cost of sand and gunny bags.

Construction of Sub Base using Local Materials, spreading In uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC. and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading Including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specitications tor Road & Bridge Works of MORT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)

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