Tender For Parapet Repair Work With 600 Mm Dia Hume Pipe In Km 0-7 Of Haidergarh Shukul Bazar Road And 900 Mm Dia Hume Pipe In Km 0-11. - Excavation in foundation in ordinary soil including lift up to 1.50 m. lead upto 30 m. and including filling ,watering and ramming of excavated earth in to the trenches of foundation and disposal of surplus earth as directed by Engineer in charge. BBK SOR CH.-4, 2 PCC in 1:3:6 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 3 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 4 Providing and laying of 900 mm hume pipe with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. 5 Providing and laying of 600 mm hume pipe with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. 6 Struck cement pointing on brick work with 1 :3 cement mortar ( 1 cement : 3 fine sand ) including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. LKO SOR CH.-15, Item no. 13.31.1 7 Construction of granular sub-base by (GSB Gr-1) providing coarse graded of approved quarry material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, including cost of all material, Labour, T&P, etc complete as per MORTH clause 401. 8 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. 9 Providing and applying primer coat with bitumen emulsion(SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 10 Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMPusing crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 4.5 per centby weight of total 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. 505 complete in all respects. 11 Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared above ETA surface cleaned with mechanical broom.Including cost of all material,Labour,T&P etc. complete as per MORTH specification including cost of material, Labour, T&P etc. .Complete as perMORT&H Specification. 12 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 30 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per 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. 13 Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead of 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.
