Haryana Road Safety funds rules 2018 on Major District Roads under the control of Provincial Division No. 1, PWD BnR, Rohtak in Rohtak Distt.

Amount

SIGN BOARDS:- providing and fixing of shoulder mounted sign boards of various sizes using non-metalic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3 mm thick Aluminium Composite Panel, having 0.5 mm thick Aluminium on both sides supported on Mild Steel pipe leg post 80mm NB, 1.6 mm thick duly painted in alternative color of black and white embeded M-20 Grade concrete foundation of size 450mm x 450 mm x 600 mm, complete as per drawings, Technical specifications and as directed by Engineer-in-charge. 6.5:- MANDATORY/ REGULATORY SIGN-900mm High Octagon Stop Sign

SIGN BOARDS:- providing and fixing of shoulder mounted sign boards of various sizes using non-metalic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3 mm thick Aluminium Composite Panel, having 0.5 mm thick Aluminium on both sides supported on Mild Steel pipe leg post 80mm NB, 1.6 mm thick duly painted in alternative color of black and white embeded M-20 Grade concrete foundation of size 450mm x 450 mm x 600 mm, complete as per drawings, Technical specifications and as directed by Engineer-in-charge. 6.3:- CAUTIONARY/WARNING SIGN-900mm Equilateral Triangle:- Left/Right curve, Right/Left hairpin Bend, Side Road Left/Right, Y-Intersection, Cross Road, narrow Road Ahead, Road Widens, Narrow Bridge Ahead, Reduced carriageway, Start of Dual Carriageway, End of Dual Carriageway, Gap in median, Pedestrian crossing, School Ahead, Men at work, Speed Breaker, Rumble strip, Guarded Railway crossing and other signs etc.

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Providing and Laying 50 mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. Note: 1. If bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Job mix formula shall be approved by S.E incharge in writing before start of work. 2. Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. (For construction of Bitumen Rumble strip)

Providing & Laying 30mm thick compacted Bituminous Concrete (BC) in one layer with Drum type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing and marking centre line / side line 2.5 mm thick (minimum) with hot applied retro reflective road marking paint 10cms wide / 15cm wide complete in all respects as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site conforming to the technical specification as clause No. 803 of MORT&H specification for road & bridge works (5th revision) of 2013/latest edition. Each container of the thermoplastic material shall have the name, trademark or other means of identification of manufacturer, batch number, date of manufacture, color maximum application temperature and maximum heating temperarture. The thermoplastic paint material shall be of Asian Paint-Apcomark/ Berger-Sigmarc/Prismo.The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer – in – charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirements of the specifications. The reflectorzing Glass beads shall meet the requirement of clause – 803.4.2 and test methods mentioned in clause – 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS : 3262 (Part – 3). Note:- Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use.

Pavement marker (Cat Eyes) molded shank raised pavement markers made of polycarbonate and ABS 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 ASTM D 4280 Type H and complying to specification of category A of MORTH circular No.RW/NH/33023/10-97-DO IIIdt. 11.06.1997. The height, width and length shall not exceed 50mm,100mm and 100mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and hieght not less than 30 +/- 2mm) 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 manufacture's recommedation and complete as directed by the engineer (of reputed make such as 3 M etc.)

TRISHA ENTERPRISES