Strengthening/Re-carpeting of Patel Park Road from Staff Road to Park Road, JLN Marg near BS Market etc. in Cantt. area.

Milling of distress bituminous layer 50 to 60 mm depth as per requirement in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading convey or for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to reuse with the approval of Engineer-in-charge (80% of theoretical material will be assume to be retrieved) for safe disposal with all leads and lifts complete in all respects. NOTE:- The quantity of reclaimed bitumionus mix material shall be a recovery item as mentione in BoQ2.

Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and scoring the surface with diagonal lines V shaped 25mm deep and 2 meters apart and removal of rubbish to a distance not exc 50m and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.

Material and labour for premixed bituminous macadam averaging 75mm thick or less (consolidated thickness), using 4% binder paving bitumen(mixed) in central computerized hot mix plant),laid, rolled and compacted using 8 to 12 tonnes power roller to required gradient and camber using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified in MES SSR 2020.

Material & Labour evenly a tack coat@ 5kg/ 10 sm with paving bitumen with mechanical sprayer.

Material and labour for applying evenly priming/tack coat with paving bitumen at the rate of 3 kgs/10 Sqm on bituminous macadam surfaces complete all as specified.

Material and labour for bituminous premix asphaltic semi dense concrete 25mm thick (mixed in central computerized hot mix plant) consolidated thickness with 6% binder content by weight of total mix compacted to required camber and gradient using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified and as directed.

Earth work in excavation in trenches including Removing of material to a distance 01 KM upto 05 KM.

M/L PCC bed stone aggregate 1:5:10 in fillings & mass concrete all as specified in MES SSR 2020.

M/L Cement concrete interlocking block/tiles (M-40) Vibrator Moulded, 80 mm thick of shape as per sample laid over sand 25 to 40 mm all as sp. in MES SSR 2020.(ISI Mark)

M/L PCC coping in cement concrete 1:2:4 on walls, roof kerbs or mud stops all as specified in MES SSR, 2020.