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Tender For repair work of damaged roads in blocks b and c of omax city under rajabijli pasi first ward, including concrete paving and laying of rcc stones.
Tender For corrigendum : material and labour for conducting rrs exercise in tech area at af stn utarlai - m&l for broken stone boulders of granite/ trap or basalt stone of size exc exc 100mm but not exc 450 mm including surface dressing of stacking ground & stacked properly all as specified., supply only granuler sub base delivered to any location in technical area & stacked properly including surface dressing all as specified and as directed., supply only wet mix macadam delivered to any location in technical area as per design mix approved by ge and conforming to is - 2286 all as specified.(rolling and spreading to required amber will be paid seperately.), m&lfor cationic bitumen emulsion ssi grade conforming to is 8887 delivered to any location in technical area complete all as specified and directed. (charges for bitumen emulsion machine stand ideal and working at site will be paid separately ), m&l for lime unslaked, fat or magnesium powder at rrs exercise location in packed hdpe bags all as specified and approved. (charges for labour stand ideal and working at site will be paid separately ), m&l for bituminous premix dense asphaltic concrete- i (dac-i) using paving bitumen grade vg 30 @ 6% by weight of total mix delivered to any location in technical area as per approved design mix by ge all as specified and directed.(charges for labour , paver roller and other required machinary for stand ideal and working at site will be paid separately ), supply only test report only job design mix formula for dense asphalt concrete - i as per specification of para 20.b.4 of mes ssr part-i of 150 mm thick (50 mm thick each layer) obtained from approved lab including supply of material required for job mix formula to lab and payment of testing charges to approved lab complete all as specified and directed, supply test report only job design mix formula for wet mix macadam as per specification of para 20.b.5 of mes ssr part-i of 200 mm thick obtained from approved lab including supply of material required for job design mix formula to laboratory and payment of testing charges to approved laboratory complete all as specified and directed, hiring of mechanical asphalt paver finisher of capacity 150 to 200 tons/hour for laying of dense asphalt concrete and wet mix macadam all as directed. (note : rate to be quoted by contractor for vehicle/plant when working at site) ., hiring of mechanical asphalt paver finisher of capacity 150 to 200 tons/hour for laying of dense asphalt concrete and wet mix macadam all as directed. (note: rate to be quoted by contractor for plant when stand idle in standby condition in tech area/rrs exercise site ), hiring of vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, gsb and wet mix macadam all as directed.(note : rate to be quoted by contractor for vehicle/plant when working at site) ., hiring of vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, gsb and wet mix macadam all as directed.(note: rate to be quoted by contractor for plant when stand idle in standby condition in tech area/rrs exercise site ), hiring of double drum smooth vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (dac-i)only all as directed.(note : rate to be quoted by contractor for vehicle/plant when working at site) ., hiring of double drum smooth vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (dac-i)only all as directed(note: rate to be quoted by contractor for plant when stand idle in standby condition in tech area/rrs exercise site ), hiring of generator 5 kva (trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed.(note : rate to be quoted by contractor for vehicle/plant when working at sit
Tender For corrigendum : design, construction, testing, commissioning of all the components of interception and diversion based sewage treatment plant (stp) work including 05 years of operation and maintenance of the entire system.• survey, investigation, design and construction of various diversion drains of inner size 0.50m(w) x 0.50m(h) for a length of 10m, 1.00m(w) x 1.20m(h) for a length of 10m and 1.00m(w) x 1.00m(h) for a length of 210m• survey, investigation, design and construction of coarse, medium screen, gritchambers of various sizes as detailed in scope of work for each wet well.• design and construction of 3 no. wet wells with overhead pump house as per the technical specification• survey, investigation, design, supply, laying, jointing and construction of rising main (di-k9 pipe) of inner dia. 150 mm for a length of 950m and dia. 100 mm for a length of 100m• stp (2 nos) - designing (aesthetically), providing, and constructing and giving satisfactory trials of sewage treatment plant consisting of receiving chamber, screen chamber, gritchamber, measuring flume, distribution chamber with primary and secondary treatment, etc. as per the technical specification of capacity 0.50 mld of facultative aeration lagoon convensional technology including allied units for waste disposal with all civil and mechanical, electrical works involved including administration cum laboratory building of minimum carpet area of 800 sqft. complete with all electrical works.• design and construction of planted drying bed for co-treatment of faecal sludge - 4 nos. of size l- 5.00 x w- 2.00 x height as per design + free board 0.30)• boundary wall around entire stp area, internal and external electrification.• operation and maintenance (o&m) for the proposed works / entire sewerage system (proposed) for a period of 5 years after successful completion of trial run period or handing over whichever is later.
Tender For corrigendum : .:dnit for const. of 60.00 mld stp at devi nagar on sbr tech. consisting of mps, inlet chamber, fine screen channel, gritchambers, sbr basins, fibre disc filters, chlorine contact tank, chlorinators, cotdm belt press system, polyelectrolyte dosing system, cctv cameras etc. including suppl. and laying of gravity main of 1000 mm di k-9 pipe from mps to stp. const. of rcc ips of 7.00 mld on manakpur road with requisite p/m and laying of 600 mm di k-9 r/main from ips on manakpur road to mps devi nagar including replacement of existing p/m of mps of 3.00 mld on manakpur road. suppl. and laying of gravity main for treated effluent of 1200 mm rcc np-3 with hdpe liner from chlorine contact tank to drain. const. of civil structures i.e roads and pathway, const. of b/wall 2.10 m high with rcc columns , earth filling in the campus and other items fully described in the nit including o and m for 12 months during dlp after successful trail run of 3 months and 5 years thereafter at ambala city”. ` rs.9896.00 lacs