Tender For Under The Charitable Scheme, The Work Of Widening And Beautification Of The Ancient Temple And Lake Lilhar - Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 2 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Cartedup to 1.0 Km 3 Construction of embankment with apporved material obtained from borrow pits with attl ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 withas per Tecnical Specification Clause 301.5 4 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 6 Providing, laying and spreading of graded stone aggregate (WMM) after mixing withwater at OMC in mechanical mix plant carriage of mixed material by tipper to site , layingwith 1%OPCcement and 3.5% Emulsionin uniform single layeron sub base/subgrade andcompacting with the road roller to achieve the desire density. For Stabilised Layer. 7 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 8 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 9 Construction of unreinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement thickness as design, over a prepare subbase, 43 grade cement for any other type as per clause 1501.2.2 M30 (grade), coarse and fine aggregates confirming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weight batcher using approved mix desing, laid in approved fixed side from work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrator and finished in continous opreation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, dowel bars, near approches to bridge,/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days curing compound (where specified) and water finishing to line and grade as per drawing and techenical specification clause 1501 10 Providing and laying of 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. including 150 mm thick GSB base. 11 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M 10 12 M-150 Ist class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T & P etc. required for proper completion of the work (S.I. No. 307) 13 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M 20 14 12 mm thick plaster withCement mortar over brick work minimum thickness not to be less than 3/8 (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work.As in item 579 above but with cement and approved coarse sand in 1:3v si no 583 15 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 15.1- 1600
