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| 1 | Removable of rank vegetation/ weeds and undesirable vegetation from shoulders, 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) (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). (km 0/0-56/0) |
| 2 | Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305 Watered and well compacted with plate Compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of Compacted Fill material to be measured on cross sectional area basis) |
| 3 | cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by theEngineer 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.) |
| 4 | Clearing slab/Box culvert and Pipe culverts including clearing,cleaning and reshaping of upstreams and downstreams faces of these culverts within right of way. The job includes disposal of excess materials recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-in -charge and as per Maintanence standard clause 3.1 (Frequency of cleaning will be Once in a year i.e. before start of monsoon.) |
| 5 | Slab Culvert |
| 6 | Upto 3.00m |
| 7 | 3.00 m to 10.00 m |
| 8 | Box Culvert |
| 9 | Upto 3.00m |
| 10 | 3.00m to 10.00m |
| 11 | Pipe Culvert |
| 12 | Upto 3.00m |
| 13 | 3.00m to 10.00m |
| 14 | Minor Bridge |
| 15 | 3.00m to 10.00m |
| 16 | Above 10.00m |
| 17 | Major Bridge |
| 18 | Above 10.00m |
| 19 | Providing treatment and repair to pot holes/ ruts and any depths / patch repair of all type 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 materials. This job includes removal of all failed materials, trimming of completed excavation to providing firm vertical faces, cleaning of surface, painting of Tack coat, on the sides and base of excavation as per clause no.503 back filling the patch with bituminious material as per 509.compacting trimming and finishing the surface to from a smooth continious surface all as per clause no.3004.2 of Technical specification |
| 20 | 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 er IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 |
| 21 | 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 |
| 22 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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) 30cm x 90cm rectangular |
| 23 | Providing and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. |
| 24 | 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 fixed 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) |
| 25 | 60cm Circular |
| 26 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm 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 for sign having area upto 0.9 sqm) Type-IV |
| 27 | Providing and applying water based cement paint finish of approved make & shade in two or more coats over a coat of approved primer to given an even shade as per manufactures instruction to the external plastered surfaces and internal ceiling plastered sufaces including prepartion of surfaces,scafolding etc., all complete as per drawings and specification for all heights |
| 28 | Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. |
| 29 | 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. Please Enable Macros to View BoQ information |
| 30 | 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. Please Enable Macros to View BoQ information |
