Tender For Re Facing Work Of Internal Roads Of Block J Of Anand Vihar Housing Scheme - Providing & Laying Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix, hapur-Uttar Pradesh

Tender For Re Facing Work Of Internal Roads Of Block J Of Anand Vihar Housing Scheme - 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 layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406. 2 Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) 3 Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including ……………..of the Engineer in charge (A.R) 4 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by 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. 5 Providing and laying bituminous concrete (Gr-II) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 6 Brick edging on both side of the road of M- 150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I 7 Road Marking with Hot Applied Thermoplastic Compound with M Reflectorising Glass Beads on Bituminous Surface. (Repeated/80 Tranvers bar) Providing and laying of hot applied thermoplastic compound 2.5 sqr thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 8 Supply & fixing of 80mm thick I shaped rubber moulded cment grey/ ordinary red inter locking cement concrete paver block conforming sqmIS: 15658/2006 of…………..as per CB Itemno.64 9 M-150 Brick work in 1:4 cement & coarse sand 2.20 F.M mortar in foundation and plinth including supply of all materials labour, tools & plans etc. required for proper completion of the work. 10 12mm thick plaster with cement and coarse sand in 1:4 overbrick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc.required for proper completion of the work. 11 Cement concrete with 2cm gauge approved stone grit, 279(a) coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 12 Earthwork in cuting of in embankment in ordinary solexcavation to be done from regular pits not exce den and work embankment to be in 20 cm layng and dressing the surface to required pred levels and earth from outting to be used in making esiopes and also including 1.5M is and lead up to 8 km The Mentor to be deposited as spoil banks within 30M distance as directed by ne Engineer in-charge, excluding the cost of royalty of earth 13 RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 work, in lighter Beam including cost of binding wire. 14 M.S (Tor steel or plain) work in plain work such as RCC or RB ATR. Work………….. binding wire D.S.R Rate 108x0781/100x8965=7502.02

INR 5900 /-

INR 518200.0 /-

INR 1.09 Crore /-