Reinvited Haryana Vision Zero Road Safety of various State Highway roads falls under the Jurisdiction of Provincial Division No 1 PWD B and R Kaithal In Kaithal Distt

Amount

Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing 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 specifications of Category A of MORT&H Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 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+/-2 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 (of reputed make such as Avery Dennison/3M)

Providing and fixing of Intersection Baord/ Rotary Board sign boards of various sizes using non metallic micro prismatirc retro reflective sheet conforming to IRC:6 7 -2012 type lV HIP specification fixed on 3 mm thick Aluminium Composit Peanel having 0 .5m m thick Aluminium on both sides supported on Mild Steel Pipe leg post 80mm N B, 1 .6mm thick duly painted in alternative color of black and white embeded M-20 Grade concret foundation of size 450 mmx 450m mx 600mm , complete as per drawing Technical Specification and as directed by Engineer-in-Charge

Providing & Marking center line / side line 2.5 mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide / 15 cm wide complete in all respects such as furnishing all labour, materials tolls, equipments including all incidental costs necessary for carrying out the work at site conforming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013 / Latest edition. Each container of the thermo plastic material shall have the name trade mark or other means of identification of manufactures, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermo plastic paint material shall be of Asian paint- Apco mark / Berger-Sigmarc / Prismo.The glass beads shal be of Potters/ Sovitec / Fleolite. The thermo plastic material shall be sampled and tested in accordance with appropriate ASTM / BS method. The contractor shal furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermo plastic material meet all requirement 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 accodance with appendix B and C of BS:3262 (part-3) Note:- Before start of work the contractor shall give brand, batch no. manufatcruing date of the material to be used and get apporved the same from Enginee-in-Charge before use.

Regulatory / Infarmotary/Cautionary Sign Board 600 mm x 600 X 600mm Sign board 600 mm x 600X600 mm Equilator Triangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting Type-IV fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on single mild steel pipe post 80 NB firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete as per technical clause 801 of MORT&H (Vth Edition) specifications. (NS) 900 MM Equilateral Tringle

Regulatory / Infarmotary/Cautionary Sign Board 1200 x 900 mm Sign board as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting Type-IV fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on single mild steel pipe post 80 NB firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete as per technical clause 801 of MORT&H (Vth Edition) specifications. (NS) School Zone & Speed Limit Board

Providing and fixing of shoulder mounted School Zone treatment sign boards of various sizes using non metallic micro prismatirc retro reflective sheet conforming to IRC:6 7 -2012 type lV HIP specification fixed on 3 mm thick Aluminium Composit Peanel having 0 .5m m thick Aluminium on both sides supported on Mild Steel Pipe leg post 80mm N B, 1 .6mm thick duly painted in alternative color of black and white embeded M-20 Grade concret foundation of size 450 mmx 450m mx 600mm , complete as per drawing Technical Specification and as directed by Engineer-in-Charge Size of 1200 x 900

Providinga and fixing retro-reflectivie ht bollards 1.500 mm high as persiter equirementus, singn on-metall micicro-prismatriect ro reflectives conforming to IRC: 67-2012 type lV, specification. The board to be fixed in CC 1:2:4 block of size 300x300x450m

Providing and laying 250 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer.

Providing and laying 80mm thick ISI Marked interlocking paver blocks conforming to IS 15658 2006 / IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect ( HSR 10. 159)

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. ( HSR 10.77)

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 (N.S.)

Providing & laying 30 mm compacted thickness of Bituminous Concrete (BC) in one layer with 100-120 TPH Batch Type Hot Mix Plant and with bituminious binder CRMB-55 @ 5.4% (minimum) and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher having sufficient screed width so that the BC in full width of the carriage way is laid in single opration without any longititutinal joint with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller (PTR) of 12 to 15 tonne weigth with tyre pressure of at least 0.56 MPa and tendem rollers to achieve the desired compaction as per MoRT&H specification (Vth revision)- 2013 clause No. 507 complete in all respect.If bitumen required is more than 5.4% as per job mix including waste plastic material no extra payment will be made, extra bitumen required will be considered as incidental to work. Note:- Job Mix formula shall be apporoved by Employer in writing before start of 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 rfequirement as stiputaled in IS 14982:2017. The cost so incurred will be considered as includental 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 result be maintained and same shall be submitted along with bills by the contractor. 3). Where there is BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) For seal / or (ii) crack filling and or (iii) patch work repair as required at site in accodance 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.

AGGARWAL GROUPS