tender for surface drains in soil construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307 , excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications clause 305.1 of mord specifiction , random rubble stone masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, t&p and royaltiies etc. complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203 of mord specifiction , random rubble stone masonry laid dry, in breast walls, retaining walls, etc. including supply of all material, labour, t&p and royaltiies etc. complete as per drawing and technical specificationsclauses702, 704, 1202 & 1203 of mord specifiction , hand packed stone filling in back of wallls including cost of all materials, royality, t&p etc. complete as per direction of engineer-in- charge. (as per pwd uttarakhand specifications) , providing concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 plain cement concrete 1:3:6 , cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, t&p etc. required for proper completion of the work. as per drawings and technical specifications clause 802, 803, 1202 & 1203 of mord specifiction , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 , wbm grading 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.by mechanical means , providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 , providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503. , 20mm thick open-graded premix carpet using bituminous (penetration grade/modified bitumen) binderproviding, 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 to be followed by seal coat of either type a or type b or type c as per technical specification clause 508 case - ii by mechanical means bitumen (vg-10) , providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 bitumen (vg-10)