REPAIR TO HOLES, ROAD MARKING PAINT, SIDE BERMS AND ROAD FURNITURE AT TATTOO GROUND UNDER GE 970 EWS.

Amount

M&L for repair to potholes of area not exceeding 1.0 Sqm each, including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth and applying evenly a priming tack coat with paving bitumen VG-10 @ 5 Kg per 10 Sqm, putting in Premixed Bituminous Macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30mm, complete all as specified and directed by Engineer-in-Charge.

M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50mm but not exceeding 100mm and removing thereof as accounted under credit, complete all as specified and directed by Engineer-in-Charge.

M&L for 7.5cm thick (compacted thickness) WBM with coarse aggregates with using granite, trap or basalt stone of Grading 2 (63 to 40mm size) or of Grading 3 (50 to 20mm size), spread, rolled and condolidated to required gradient and camber and rolling with power roller, complete all as specified and directed by Engr-in-Charge.

M&L for rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne capacity, watering as necessary including filing hollows and depression to required gradient and camber, complete all as specified and directed by Engineer-in-Charge.

M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finaly fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer @ 10 Kg / 10 Sqm of paving bitumen VG-10, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and and applying evenly a priming / tack coat with bituminous primer @ 05 Kg / 10 Sqm of paving bitumen VG-10, complete all as specified and directed by Engineer-in-Charge.

M&L for premixed bituminous macadam (consolidated thickness 75mm or less) with paving Bitumin VG-30 grade contents @ 4% by weight of total mix, mixed in Hot Mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with using 10 to 12 tonne capacity power roller/tandem vibrating roller to achieve uniform smooth surface etc, complete all as specified and directed. Notes : (i) Bituminous macadam shall be prepared in central computerised hot mix plant. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE. (iii) Contractor shall quote his rates by considering binder contents @4% of total mix by weight, however in case of any variation in weight of binder contents as per actual mix design , the same shall be ajusted @ Rs. 60/Kg of bitumen.

M&L for bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) using with 5.5% paving bitumen of grade VG-30 binder content by weight of total mix, rolled and compacted to required camber and gradient using 10 to 12 tonne capacity power roller and laying with mechanical paver, complete all as specified and directed by Engineer-in-Charge. Notes : (i) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE. (iii) Contractor shall quote his rates by considereing binder contents @5.5% of total mix by weight, however in case of any variation in weight of binder contents as per actual mix design , the same shall be ajusted @ Rs. 60/Kg of bitumen.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the line not exceeding 10cm in width and applied hot thermoplastic road marking paint of approved colour (white or golden yellow), confirming to BS-3262-1989 with special applicator machine, complete all as per manufacturer's instructions and directed by Engineer-in-Charge.

S&F in replacement metal tubular delinator made out of ABS round body fitted with 2 Nos 65mm dia height reflective reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 brands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mm x 150mm x300mm) type B-1, complete all as per manufacturer's instructions and directed by Engineer-in-Charge.

S&F in replacement cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions, complete all specififed and directed.

SHALIMAR BUILDERS

AHMED CONSTRUCTIONS AND INFRA PVT LTD

M/S B A Traders