tender for earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 m (20) depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 m (5ft) lift & 30 m (100ft) lead. the earth in from of cutting to be used as spoil banks with in 50 m destance as directed by e/i etc. but mechanically compacted to 95% proctor density etc. complete. cartage up to 3.00 km. , construction of granular sub-base by providing well graded material, spreading in uniform layers motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 , wbm (g-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 , wbm (g-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 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 , providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of raod surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause-502 , providing and applying tack coat with bitumen (vg-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause-503 , 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 , providing & 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-510 , providing cost of dewatering i/c cost of boaring,laying of 4 dia p.v.c.pipe ,hire charges of 7.50 k.v.deisel pumping set ,hire charges of p.v.c. pipe & cost of 4 dia plastic pipe for disposal of water as required distance also i/c wages of repairing leakage during operation with hire charges of tractor i/c loading & unloading pumping set.(as per non schedule item 12.45.4 a) , dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres by mechanical means cement concrete grade m-15 & m-20 , dismantling of existing structures prestressed / reinforced cement concrete grade by mechanical means cement concrete grade m-20 & above , brick on edge pavement on patries with brick laid dry joint filled with local sand including preparation of base to proper slope & its ramming, spreading a layer of 1cm (3/8) depth of local sand over the subgrade and including supply of all material, labour & t&p etc.required for proper completion (only labour rate) for dismentated brick , supply & laying of 900 mm dia np-3 hume pipe , excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30m 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 30m from the foundation trenches. , sand filling in foundation trenches as per drawing and technical specification clause 305.3.9 , plain cement concrete grade m15 using batching plant & manual placing and open foundation complete as per drawing and technical specification , reinforced cement concrete grade m30 using batching plant transit mixer & manual placing and open foundation complete as per drawing and technical specification , class-150 (non modular) brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. as per sor item no. 5(6.8) , supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications