tender for excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge , providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 (1:3:6) , providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203nominal mix (1:2:4) , random rubble masonary laid dry in breast wall,retaining wall parapets,scupper etc. including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(as per pwd uttarakhand specifications) , 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.(as per pwd uttarakhand specifications) , stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 (random rubble masonry in cement mortar (1:5) , providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications. , hand packed stone filling including supply of all material, labour t&p required for proper completion of the work. , providing and laying of mechanically woven double twisted hexagonal shaped gabions (zinc plus pvc coated), of size 3mx1mx1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm / 3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (the work includes filling boulders in the gabions). , supplying, fitting and placing tmt bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202. (the reinforcement steel shall be procured from original (primary) steel producers as per clause no.2011.3.1 of mord specifications (first revision2014) and is 1786:2008 clause no. 1.6) , providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 reinforced cement concrete m25 , construction of un-reinforced, cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type plain cement concrete grade m 30, coarse and fine aggregates conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. , 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. , 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. , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 , excavation in soil by manual means. (excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) , excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. , providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 405. , providing edge stones of size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 , reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 , reinforced cement concrete m15 grade 200m stone (precast) of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703