tender for repair work from tarkhurd ghatakna road to ranipur; 1 earth in cutting or in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1 / 2 m. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m. lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the engineer in charge . 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 3 providing and applying tack coat with bitumen vg-10 using bitumen pressure sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with hydraulic broom as per mord technical specification clause 503. and direction of engineeer in charge . 4 providing, laying and rolling of open-graded premix carpet of 20 mm thick ( compacted ) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen ( vg-10 ) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant ( mixol ) , laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat type c as per mord technical specification clause 508 and direction of engineer-in-charge. 5 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per mord technical specification clause 510and direction of engineer-in-charge. 6 brick edging on both sides of roads of 1st class brick 8cm ( 3 ) wide & 12cm ( 4.50 ) deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor t&p sudries required for completion of work with material. 7 supply and laying and fixing of 350 mm dia np- 3 r.c.c. hume pipe with required collors including loading, unloading, cartage upto site. supply of all materials all labour. t&p etc. and also including all other taxes / charges for proper completion of work as per direction of the engineer in charge. jointing of pipes shall be with 1:2 cement and course sand mortar. 8 providing and fixing of mild steel sign board as per drawing design including writing of details as specified by engineer in charge. including supply of all materials, labour t&p, cartage up to site complete in all respect required for proper completion of the work and as per direction of e / i.