WORK SERVICES FOR RUNWAY REHABILITATION SCHEME (RRS) AT AFS BAMRAULI

Amount

Rough excavation over areas n.exc 1.5 metre deep and getting out in any type of soil complete all as specified and directed.

Rough excavation exceeding 1.5 metre but n.exc 3 metre deep and getting out in any type of soil complete all as specified and directed.

Forming embankment including raising(or lowering) earth, spereading in layers n. exc. 30 cm, watering and ramming/rolling and finishing to required size, shapes etc n. exc. 1.50 metre high from the base complete all as specified and directed.

All as per item No. 3 above but exc. 1.50 metre height above the first 1.50 metre height and n. exc. 3.00 metre complete all as specified and directed.

Removing excavated soil to distance exc. 1.5 Km but n exc.5 Km and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directed.

M&L for granular sub-base (GSB) 350 mm thick (compacted) in single layer using crushed or broken stone aggregates, spread rolled with vibratory roller and consolidated to required gradient and camber as required complete all as specified and directed.

M&L for Wet Mixed Macadam (WMM) 200mm thick (compacted) in two layers (100mm each) using crushed or broken stone aggregates (grading as per MORTH specification), granite/trap/basalt, spread, rolled with vibratory roller and consolidated to required gradient and camber as required all as specified & directed.

M&L for preparing unsuraced WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bituminous primer @ .07 Kg to 1.0 Kg per 10 sqm complete all as specified and as directed.

M&L for bituminous preemix asphaltic dense concrete-1 (DAC-1) 150mm (consolidated 1thickness) in three layer of 50 mm each with 6% binder content (paving bitumen VG-30) by weight of total mix rolled and compacted to required camber and gradient complete all as specified and directed.

Demolition of cement concrete (un reinforced) of any description and in any position not other wise specifically provided for complete all as specified and directed.

M&L for plain cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, benching etc including necessary form work complete all as specified.

Notes :- (a) Runway related maintenance works shall be allowed as per schedule of Civil air craft’ and availability of site. (b)Men and material shall be provided by the contractor as per above time restrictions without any disturbance/inconvenience to the users. (c) The security restrictions shall be strictly adhered by the contractor and his workmen as per user’ instructions. (d) The unit rates quoted are deemed to be inclusive of above aspect i.e loss of man hours, late hours working etc and no claim shall be allowed on this account in this regard. (e) Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material.

M/S vibhuti enterprises

MOHAMMAD RIZWAN CONTRACTOR

M/S SATISH KUMAR

Mohit Enterprises

M/s M A Traders