Krishna Bhagya Jala Nigam Limited Tender

Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications, including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) MORTH Specification No. 305 with all leads and lifts and as directed by the engineer incharge

Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material,mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. with all leads and lifts and as directed by the engineer incharge

Providing, laying, spreading and compacting cushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials 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 complete as per specifications. MORTH Specification No. 406 with all leads and lifts and as directed by the engineer incharge

Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WM M including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. Clause 502 of MORTH V revision with all leads and lifts and as directed by the engineer incharge

Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision with all leads and lifts and as directed by the engineer incharge

Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base I binding course including loading of aggregates with F. E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled, vibratory & tandem rollers to achieve the desired density, but excluding cost of primer I tack coat & including lead, lift and cost of all materials, labour, HOM complete as per specifications. Clause 504 of MORTH V revision with all leads and lifts and as directed by the engineer incharge

Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a 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. 508 complete in all respects complete as per specifications. using 40/60 TPH capacity H.M.P. with Mechanical Paver Gr-11 (25 mm to 30mm) with 5 % VG-30 Bitumen (160/21.20.6) with all leads and lifts and as directed by the engineer incharge

Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:S-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH Specification No. 804 with all leads and lifts and as directed by the engineer incharge

Reinforced cement concrete M-15 Grade 200m stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH Specification No. 804 with all leads and lifts and as directed by the engineer incharge

Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 em x 60 cm, 60 cm below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI with all leads and lifts and as directed by the engineer incharge

Direction and Place Identification Signs with size morethan 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. with all leads and lifts and as directed by the engineer incharge

Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beadson Bituminous Surface:- ovidingandlaying of hotapplied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes complete as per specifications .MORTH Specification No. 803 with all leads and lifts and as directed by the engineer incharge

Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer with all leads and lifts and as directed by the engineer incharge

Earth work in excavation for foundation of structures like culverts, retaining walls etc., as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling with approved material, disposal of balance earth as per specifications, including cost of labour, HOM etc. , complete.in all kinds of soil by mechanical means. with all leads and lifts and as directed by the engineer incharge

Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications.MORTH Specification No. 408 with all leads and lifts and as directed by the engineer incharge

Providing and laying in position plain cement concrete of mix 1:2:4 for sub-structure works like Culverts, retaining walls etc. , with cement @ 240 kgs, 40 mm & down size graded granite metal coarse aggregate @ 0.84 cum and fine aggregates @ 0.46 cum machine mixed, with necessary scaffolding,form work etc. , including cost of labour, HOM curing etc., complete. with all leads and lifts and as directed by the engineer incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000.2300. 600mm. dia m with all leads and lifts and as directed by the engineer incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 900mm. dia m , with all leads and lifts and as directed by the engineer incharge )

Construction of embankment with approved material Gravei/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel/ murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 with all leads and lifts and as directed by the engineer incharge

Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 with all leads and lifts and as directed by the engineer incharge