PROVISION OF BLACK TOP ROAD FROM DRONA GATE TO SA RANGE AREA AT BTR, ACC AND S UNDER GE (N) AHMEDNAGAR

Amount

M&L for excavation over area n.exc. 1.5 mtr deep in soft soil and getting out complete.

M&L for excavation over area n.exc. 1.5 mtr deep in soft disintegrated rock and getting out complete.

Removing of excavated material exc. 250m but n.exc. 500m and depositing where directed.

M& L for moorum/red bajari filling laid in layers n exc 150mm thick, spread, levelled, rammed, consolidated and rolled with 8 to 10 tonnes vibrator power roller to camber and gradient required including watering and well ramming complete, all as specified and directed.(Note:- Consolidated thickness shall be measured).

M&L for formation rolling with 8 to 12 ton power roller all as specified and directed.

M&L for 200 mm thick (compacted thickness) GSB of grade-I as per table 400- of MORTH, IRC specification laid with mech pavers, rolled and compacted to reqd gradient and camber with 8 to 10 tonne power roller and vibratory roller complete as per MORTH specification clause-401 incl all tools and managing diversion all as specified and directed.

M&L for 150 mm thick (compacted thickness) WMM in single layer, spreading with mech paver finisher and compacting base course of graded stone aggregate and granular material conforming to MORTH specification (Table 400-II) in layer of equel compacted thickness each. Consolidated incl pre-mixing the material with water at OMC in Mechanical mixer (pug mill), carries of mixed material by tippers to site, laying in uniform layer in base course on well prepared sub-base/ base course and compacted with powervibratory roller to achieve the desired density complete as per the MORTh specification clause-406 incl all material, labour, machinery, lighting, guarding and maintenance of diversion.

M&L for preparing unsurfaced WMM surfaces by brushing with wire brushes for removig caked mud etc. sweeping with brooms and finally fanning the clean surfaces with gunny bags to remove all loose dirt and applying evenly priming/tack coat with bituminious primer @ 7.5 Kg/ 10 Sqm using paving bitumen VG : 10

M&L Premix bituminous macadam (Using paving bitumen VG-30) laid and rolled and compected to required gradient and camber with 8 to 10 MT power roller (consolidated thickness 75mm or less) using 4% binder content by weight of total mix

M &L applying evenly priming / tack coat with bituminous primer (paving VG - 10 grade bitumen) @ 2.50Kg per 10 Sqm complete all as specified & directed.

M& L for premixed bituminous semi-dense asphaltic concrete 40 mm consolidated thickeness with max 5.% binder content, paving butimen VG - 30 grade by weight of total mix, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all specified & directed.

M&L for painting lines, dashes, arrows,letters etc on roads, pavements etc n'exc 10cm wide with 2mm thick reflective marking strip of colour and shape as directed using hot thermoplastic materials, using fully/semi automatic application machine fitted with shoe heater including preparation of previously treated surfaces, cleaning of all dirt, scales, grease and foriegn material etc all as specified and directed

MS. A.S. CONSTRUCTION