tender for ransura from dudhli mirgpur road. - excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in charge upto a distance of 30 m. from the foundation trenches. (where machine can not move ) si. no. 251(a) complete in all respects but excluding gst. 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 complete in all respects but excluding gst. 3 construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. complete in all respects but excluding gst. 4 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methodwith 2% cement (opc) with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per techinical speficiation clause 401. 5 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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.including 4% cement (opc) & mising with rotavater) 6 providing and applying tack coat with bitumen vg-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. as per direction of engg-in-charge complete in all respects but excluding gst. 7 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades as per technical specification clause 508. as per direction of engg-in-charge complete in all respects but excluding gst. 8 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 technical specification clause 510as per direction of engg-in-charge complete in all respects but excluding gst. 9 cement concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. si . 279(b) 10 m-150 brick work in1:3 (one cement & three coarse sand) mortar. in foundation and plinth including supply of all materials labour, tools & plants etc. required for proper completion of the work si . 307 11 supply & fixing of np-3 class 350 mm dia rcc hume pipe (isi mark) of following diameters including carriage, loading, unloading at site also including cost of hume pipes & collars & all taxes including laying in proper position & joint filling including cost of necessary jute & cement for proper complete in all respects but excluding gst.