tender for construction of link road from the highway to yogesh murias factory and underground drainage work in gram panchayat jagatpur - excavation in foundation in ordinary soil (loam clay or sand) i/c lift upto 1.5 m and lead upton30m and i/c filling watering and ramming of excavated earth 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 engineer incharge up to a distance of 30 m. from the foundation trenches including all t&p, phowarah and basket etc. complete.s.i.no-251 2 concrete with 4cm. gauge brick ballast, sand of 1.25 f.m. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work s.i. no-273 3 m-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and t&p etc. required for proper completion of work.s.i. no-305 4 12 mm thick plaster in 1:4 cement and fine sand mortar as per si no 584 5 e/w in cutting or in embankment in ordinary soil within 1.5m lift and 30.0m lead as er si no 253 i/c cartage up to 3km for leveling dressing, and making in proper grade and camber 6 providing & laying rcc hume pipe np3 of 350 mm dia including collars/spigot jointed with stiff mixtures of cement in proportion of 1:2 cement & fine sand including its testing of joints. 7 e/w in cutting or in embankment in ordinary soil within 1.5m lift and 30.0m lead as er si no 253 i/c cartage up to 3km 8 construction of granular sub-base by providing well graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheeled roller to achieve the desired density, complete as per t.s. clause 401. 9 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 2 as per technical specification clause 405. 10 providing and laying of rubber moulding grey colour interlocking concrete block pavement having thickness 80mm i/c levelling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bend,filling joints with local sand etc required for proper completion of the work as perr drawings and technical specification clause 1504. red colour @50% 11 providing and laying of rubber moulding grey colour interlocking concrete block pavement having thickness 80mm i/c levelling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bend,filling joints with local sand etc required for proper completion of the work as perr drawings and technical specification clause 1504grey colour @50% 12 construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 13 construction of k.c. drain with precast of c.c. blocks size (370x250 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length including cost of all material labour t&p etc,proper complition of work. 14 painting or varnishing new iron work in small area with one coat (upto one sq.m) of ready mixed priming paint and one coat of approved superior quality ready mix paint of clear synthetic varnish i/c s/o materials labour and t& p etc. required for proper completion of work. paint to be used should confirm to the isino.103 1950.as per s.i.no.(641+642) painting work of k.c.drain 15 sfrc medium duity man hole cover with frame( 600x600x75 mm.) 16 sfrc medium duity man hole cover with frame( 300x300x50 mm.) 17 s/f of 110 mm dia pvc pipe for drainage isi mark 18 supply and fixing imformatorysign board .