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| 1 | Clearing the light jungle on Road side as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete.as per MORT & H 111, 112, 201 |
| 2 | Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORT & H 111, 112, 202, 303.4.3, 501 |
| 3 | Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and layingin uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as perMORT&H Vth Revision 111, 112, 406, 900 |
| 4 | Providing and laying of Prime coat usingEmulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 |
| 5 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 |
| 6 | Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as perMORT& H Vth Revision 111, 112, 501, 504,900 |
| 7 | Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900 |
| 8 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for making up low berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 9 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75mmx5mm spaced 2m centre to centre 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer – in – charge. |
| 10 | Providing R.C.C M15 grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804 |
| 11 | Providing R.C.C M15 grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804 |
| 12 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 13 | Sub Total Amount for above all items (excluding GST) |
| 14 | GST 12% for above SubTotal Amount |
| 15 | Total in Figures (SubTotal + GST) |
