tender for construction of road/interlocking from bhagwati dham temple to suratpur - earthwork in cutting or in embankment in ordinary soil excavationpits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100) distance as directed by the e/i. s.i.no-253i/cmechanical compaction in layer by road roller 2 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 method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 3 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 4 providing , laying spreading and compacting stone agrigatesof specificsizes to water bound macadam specificationincluding spreading in uniform thickness , handpacking ,rolling ,with three wheel 80-100 kn static rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density grading -3 as per technical sprcification clause 405 5 brick edgeing on both side of road with 1st class brick 8cm wide 12cm deep laid with mud morter including all as per s.i.no765 6 providing and applying primer coat with bitumen emulsion (ss1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 --1.00 kg per sqm using mechanical means as per technical specification clause 502 7 providing and applying tack coat withemulsion (rs1) usingdistributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 8 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - to 11.2 mm size of aggregates mix ratio 2:1either using penetration grade bitumen or emulsion totherequired line, grade and level to serve as wearing course on the reviously prepared base,i/c mixing in a suitable plant laying and rolling with three smooth wheeled rollar 80-100 tonne capacity and finishing to required level as per tech. specification clause. 508 9 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingtype c as per technical specification clause 510 10 providing and laying of hot applied thermoplastic compound 2.5 mm thick with all proper complition of work same as per mort&h spec 8.13.803 market rate dsr code 16.62 11 s/fixing of infomatarym.ssign board size (1.2x0.90) made of 18 mm gauge m.s.sheet fixed in isa 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron isa 40x40x5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer s.s. no. 503