84801PROVISION OF INTERNAL BITUMINOUS ROAD AT 101 TA BN IN THE AREA OF AGE B/R (EAST) UNDER GE (NORTH) PUNE.

Amount

M&L for excavating over areas n.exc 1.5 mtr depth and getting out in hard dense / soft and loose soil complete all as specified and as directed.

Removing of excavated material (soil) to a distance exceeding 1.5 km and not exc.5 km and deposited where directed at a level not exc.1.5 metre above the starting point complete all as specified and as directed.

M&L for Rolling and consolidation of formation surfaces in cutting with 8 to 12 tonne power roller complete all as directed.

M&L for Moorum filling in pavings, laid in layers n. exc 15 cm thick spread ,levelled and rammed including watering and Rolling consolidation of formation surfaces with 8 to 12 tonne power roller to gradient and camber required .

M&L for 150 mm (spread thickness) soling with broken boulders of granite,trap or basalt stone of grading2 (63 to 90 mm size) interstices filled surface formed and rolled with 8 to12 tonne power roller and consolidated to required gradient and camber complete all as specified and as directed.

M&L for laying and compacting 150 mm thick(compacted thickness) Wet Mix Macadam (WMM) grading as per specified in table 400-13 of Morth specifications for road and bridge works 2013 manufactured in WMM plant material comprising of clean crushed,graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and as directed. Note : The finished surface tolerances to be as per table 900-1 of Morth specifications for road and bridge works 2013

M&L for preparing of unsurfaced wet mix macadam/bituminous macadam 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 priming / tack coat using paving bituminous primer VG-10 at 10 kg per 10 Sqm complete all as specified and as directed.

M&L for Premix bituminous macadam (consolidated thickness 75 mm or less) with 4 % binder content by weight of total mix using bitumen VG-30 laid, rolled and compacted to required gradient and camber with 8 to 10 tonne capacity power roller by using hot mix plant & mechanical paver complete all as specified and as directed.

M&L for preparing the black top surfaces by brushing with wire brushes for removing caked mud etc,sweeping with brooms and finnally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a primimg tack coat with bituminous primer gde VG-10 at 2.5 kg per 10 sqm etc complete all as specified and as directed.

M&L for bituminous premix asphaltic semi-dense concrete using paving bitumen (VG-30 grade) ,40 mm thick (consolidated thickness) using binder content @ 5.5% by weight of total mix (Job mix) using mechanical paver rolled with 8 to 12 tonne power roller and compacted to required camber and gradient to an uniform smooth surfaces complete all as specified and directed. Note : Quantity of bitumen shall be provided as per design mix approved by GE.

M&L for berm filling by moorum /red bajri spread thickness 75 mm, rolled and consolidated to required gradient and camber all as specified and as directed.

M&L for marking 2.00 mm thick centre, stop line, dashes, arrows, brackets & similar work on road surface as per IRC pattern with thermo plastic paint of approved quality & make with 8% glass beads laid at temprature 160 C with a special applicator machine including surface preparation complete all as per manufacturer's instructions & traffic division arrangement.

MOHANLAL MATHRANI CONS. PVT. LTD.

Aadarsh Construction