PROVISION OF INTERNAL ROAD CONNECTING MAG/ ESHs AND MAIN ROAD AT 31 AP AT SHESHARTHANG (PH-II OF III PHs) UNDER GE(I) (P) No. 2

Amount

Rough excavation not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed.

M&L for surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and as directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, pipes etc. and getting out in hard/dense soil, complete all as specified and as directed.

Excavating over areas, not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed.

Spreading and levelling in layers not exceeding 25 cm thick and well ramming including watering as required complete all as specified and as directed.

Removing excavated soils not exceeding 50m and depositing where directed at a level not exc 1.50 m above the starting point, complete all as specified and as directed.

M & L for forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc, not exceeding 1.50m high from base complete all as specified and as directed.

M & L for rolling and consolidating formation surfaces with power roller exceeding 8 tonne and not exceeding 12 tonne including filling (if required) in hollow and depressions, soft spots etc, which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/original ground only) to required level, camber and gradient, keeping roller wheels wet etc, complete all as specified and as directed.

M & L for soling (or sub base) 200mm thick (spread thickness) with broken boulders (granite/ trap/ basalt stone) of size range 100mm to 50mm, deposited, spread, leveled in one layer, interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.

M & L for 150mm thick (Compacted thickness) Wet Mix Macadam (WMM) spread and levelled using mechanical paver and rolled to required gradient and camber with power roller of capacity 8-12 tonne, complete all as specified and as directed.

M & L for preparation of Unsurfaced water bound macadam surface by brushing with wire brush 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 priming/ tack coat with bituminous primer at 10 kg per 10 Sqm using paving bitumen (VG-10 grade) complete all as specified and as directed.

M & L for Premix Bituminous Macadam, with 4% of binder content by weight of total mix, using paving bitumen (VG-10 grade) any penetration laid, rolled and compacted (using 8 to 12 tonne vibromax power roller) to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed.

M & L for applying evenly a priming/ tack coat with VG-10 grade bituminous primer at 5 kg per 10 Sqm using paving bitumen after necessary preparation of black top bituminous surface complete all as specified and as directed.

M & L for bituminous premix semi dense asphaltic concrete carpet 40mm thick consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen (VG-10 grade) any penetration, mixed in mechanical hot mixed plant and laid with mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller to required compaction upto removal of complete voids and true surface is achieved complete all as specified and as directed.

M & L for Stone kerb (of granite or trap stone) of roughly squared stones of size 10cm x 30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush complete all as specified and as directed.

Supply and lay 450mm bore dia reinforced cement concrete pipes, class NP3, laid and jointed with collars, complete all as specified and as directed.

M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in concrete bed to 450mm bore drain pipes including packing under and completely surrounding the pipe with concrete after they laid and tested complete all as specified and as directed.

Taru Enterprises Pvt Ltd

Mohammad Sultan And Brothers

VISHAL INFRASTRUCTURE LTD

ALCO ENGINEERSPVT LTD

MANZOOR AHMAD WANI

Phoenix Infra