REPAIR/MAINTENANCE OF AIRFIELD EARTHEN/GRASS FIELD AREA AT AFS STATION ARJAN SINGH UNDER GE (AF) PANAGARH

M & L for moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering compacting with 8-12 ton power roller to compact upto 98% modified proctor density complete all as specified and directed.(Note;- Stack measurement of moorum/bajri(loose quantity) shall be entered in measurement book as' NOT TO BE ABSTRACT" before making payment to the contractor)

Hiring of 01 No of Motor Grader (including necessary fuel) for levelling, spreading, earth filling material as required, gradient/camber with skilled drivers having valid license, 01 No helper, oil, lubricant etc from runway/taxi track and link roads of runway within Air Force Station Panagarh complete all as specified and as directed by Engineer-in-charge. (a) When the running hours is not a full hour or in multiple of a hour but involves a fraction of a hour, the payment payable for that fraction shall be prooportional to the quarter hours involved. (b) Daily log sheet/log book to be maintained commensurate with users duly signed by SATCO. A certificate as per Appx "A" enclosed to the tender documents and to be enclosed claiming running payment/ Final Bill. (c) No claim shall be entertained if the Grader is not required for full working days or any days ad directed by Engr-in-Charge and not ordered by users. (d) Additional Motor Grader per day may be ordered as and when required and directed. Contractor to arrange accordingly without any extra cost. Payment shall be made at contract rate per Motor grader. (e) Detail measurement with location entered in measurement book before payment. (f) Document of Grader, valid driving licence of driver and document of helper & driver shall be submit before commencement of work. (g) Grader for cutting of soil and levelling shall be provided for runway area. (h) Unit rate quoted by the contractor for per hour of one Motor grader only.

M&L for 100 mm thick PCC 1:2:4, type B2 with uisng 20 mm graded stone aggregrate as in hard standing laid in panels finished fair and even including necessary form after demolition of cement concrete of any description and in any position not otherwise specifially provided work comoplete all as specified and directed by Engr-in-Charge.

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