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| 1 | Removable of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes upto Toe line(both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-in-charge and as per maintenance Standards Clause 3.3 (Frequency will be once in a quarter) (SOP - Road Maintenance - Item No - 1.10) |
| 2 | a) Shoulder including side slopes of embankment upto toe line on both sides of the carriageway.(Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/undesirable vegetation and weeds). |
| 3 | Km 2/0 - 9/6 & Km 11/6 - 12/6 |
| 4 | Clearing Slab/Box type Culverts and pipe culverts including clearing, cleaning and reshaping of upstream faces of these culverts with in right of way. The job includes disposal of excess material recovered from site including vegitation outside ROW with all leads and lifts complete in all respect as per direction of Engineer-in-charge and as per maintenance Standards Clause 3.1 (Frequency of cleaning wiil be one time in a year i.e before start of monsoon) - (SOP - Road Maintenance - Item No - 1.80) |
| 5 | Culvert < 3 M |
| 6 | Culvert- 3 M to 10M |
| 7 | Clearing and removing silt deposit abutting the Centre Median on both sides for an average width of 0.75m on either sides including collection and removing of silt deposit, loading including conveying away including conveyance charges, traffic diversion etc., complete (Will be done every 2months) |
| 8 | Km 0/0-1/0 of NH 381A |
| 9 | Painting Two Coats on old Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on old plastered concrete surfaces) (Frequency of Painting will be as per site requirement however limited to once in a year) |
| 10 | Km 0/0-1/0 of NH 381A |
| 11 | Clearing cleaning, deepening and reshaping of roadside unlined kaccha drains and making shallow kaccha lateral drains of sediments, extraneous debris and vegetation growth blcking the free flow from site outside Row with all leads and lifts complete in all respects as directed by the Engineer In-Charge and as per Maintenanec Standard Clause no.3.1 (Frequency of cleaning in urban areas will be quarterly whereas In rural areas, it will be twice in a year i.e. before and after monsoon.) Depth upto 0.6m |
| 12 | Km 2/0-9/6 and 11/6-12/6 |
| 13 | Pavement Repairs |
| 14 | Providing treatment and repair to pot holes / ruts and any depth / patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of engineer by using paving grade bitumen / emulsion/ cold ready mix material. the job includes removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of Technical Specification. Grading-II |
| 15 | Km 0/0 - 9/6 and 11/6 - 12/6 |
| 16 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete |
| 17 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete |
| 18 | Providing and laying of hot applied Thermoplastic compound 2.5 mm 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. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803. |
| 19 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. 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. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 20 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and f ixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) |
| 21 | 90 cm Equilateral triangle km 2/8, 3/4, 3/6, 3/8, 4/0, 6/8, 7/6, 7/8, 8/6, 8/8 |
| 22 | 90 cm Octagen board 0/6, 4/10, 6/4, 7/6, 7/10 |
| 23 | Chevron board km 2/4, 7/2, 9/0 (60 cm x 45 cm rectangular) Please Enable Macros to View BoQ information |
