Repair/ maintenance against runway rehabilitation scheme in Technical area under GE (AF) Borjhar

Amount

Excavation over area n.exc 1.5 mtr deep and getting out in soft and loose soil complete all as specified and directed

Excavation over area exc 1.5mtr and n.exc 3.0 mtr deep and getting out in soft and loose soil complete all as specified and directed

Supply and stacking only graded crushed stone aggregate of lime stone/ sand stone/ trap/ basalt/ flint or quartzite of grade-I (90 to 40mm size) at work site complete all as specified and directed by Engr-in-Charge. Note :- Material shall be stacked at site immediately after date of commencement of work for use as and when required all as specified and directed

labour only for providing crater filling 1450mm (Compacted Thickness in four layer) with graded crushed stone aggregate of grade I (90 to 40mm size) duly compacted with vibrocompaction in layers not exceeding 380mm thick complete all as specified and directed by Engr-in-charge. Note :- Stone aggregate stacked under srl item No 2 mentioned above shall be used for laying crater filling sub base all as specified and directed

M&L for 400mm thick (compacted thickness) wet mix macadam (WMM) as per table 400 II of MORTH, IRC, specification (in two layers each layer of 100 mm thick) compacted separately with crushed stone aggregate of specified grading, rolled and consolidated using vibrator roller to required gradient and camber complete all as specified and directed.

M&L for applying paving bitumen evenly priming/tack coat with bitumen primer 10kg/Sqm complete all as all as specified and directed.

M&L for applying paving bitumen evenly priming/tack coat with bitumen primer 5kg/Sqm all as specified and directed

M&L for 150mm thick bituminious premix dense asphaltic concrete (DAC Gde I wiith minimum marshal stability as 1200 kg ) laid in two layer compacted thickness with 6% binder and minimum 2% of cement filler mixed by wt of total mix, rolled with viberator roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-charge.

Removing excavated material exc 250mtr but n.exc 500mtr and depositing where directed complete all as specified. Note for item No 1 to 9 above :- (i) The contractor shall be ready 24 hours (day/Night) at any time to execute above items, at any point and location of Air Force campus of 19 wing Borjhar . (ii) The above mentioned items of work shall be carried out in short notice at any time (day/night) and to be completed within maximum 10 hrs from the time task intimated to contractor being operational requirement. (iii) The contractor should have his own T&P as required to complete the above work.(iv) if the contractor fails to complete the task within above mentioned time, panelty @ Rs. 50,000.00 per hour will be recovered from his dues.

M/s Beekey Seekey Traders

M/s Rawat Enterprises