tender for se for renewal and repair of service road at left bank of mahewa dy in district aligarh from km 6.880 to km 8.090 - earth work in cutting or in embankment in ordinary soil exavation to be in the from of a regular pits not exceeding 0.50m in depth and earth work in embankment to in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 lead the earth in from cutting to be used as spoil banks within 50m distance as per directed by engineer in charge 2 uprooting jhunds and moonj with disposal away from site 3 dismantling of flexible pavment and disposal of dismantled material upto a lead to 1000 meter stacking seviceable and disposal of unseviceble materiaps seprately withen a lead of 50 mtr as direction of engineer in charge 4 brick edging on both side of the road of m 150 bricks 8cmwide and 12 cmdeep laid with mud mortar including all labour and supply of brick finished to required templete and ramming the excavated earth as directed by the engineer in charge 5 providing laying spreading and compacting stone aggregate of specfic sizes 45 to 63mm to water bound macadam specification including spreading in uniform thicness hand packing rolling with smooth wheel roller 80 to 100 kn in stages to proper grade and camber applying and brooming stone screeing binding materials to fill up the interstics of coarse aggregate watering and compacting to the required density grading 2 as per technical clause 4052 6 providing laying spreading and compacting stone aggregate of specfic sizes 22.4 to 53mmto water bound macadam specification including spreading in uniform thicness hand packing rolling with smooth wheel roller 80 to 100 kn in stages to proper grade and camberapplying and brooming stone screeing binding materials to fill up the interstics of coarse aggregate watering and compacting to the required density grading3 as per technical clause 405 3 7 providing and applying tack coat with bitumen vg 10using distributor at rate of 0.30kg per sqm on the prepared primed surface cleaned with hydraulic broom as per technical specfication clause 503sl 5.20of mord specification 8 providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates either using penetration grade bitumen or emulsion to required line and level to serve as wearing course on a h m prepared base including mixing in a suitable plant laying and rolling with a three wheel 80 to 100 kn static roller capicty finished to required level and grades to be followed by seal coat of type c as per technical specification clause 508 case ii i 9 providing laying seal coat sealing the voids in a bitumenious surface laid to the specified levels grade and cross fall using typecas per technical specification clause 510sl caseiii i