Periodical Renewal Coat on Jagadhri (NH-73a) to NH-73-A via Kharwan, Dadupur, Jaidhar, Jaidhary, Bhilpura (ID 647) (Km 0.00 to 8.60) in Yamuna Nagar District

Amount

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bituminous surface cleaned with mechanical broom including cost of bitumen as per clause No.503 as per MoRT&H specification (5th edition) 2013. Instrution issued from time to time by MORT&H regarding bitumen VG-10 will be followed strictly.

Providing & Laying 30mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate vibratory rollers to achieve the desired compaction as per clause No. 507 of MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision) 2013 using minimum 5.4% bitumen grade VG-30 and processed waste plastic @ 7% of bitumen content as per IRC SP -98 -2013 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 :-1. 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 noting 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. Instruction issued from time to time regarding bitumen from MORD will be followed strictly. 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 woek repair as required at site in accordance with clause No.3004.3.3 and 3004.2 of MoRT&H specification. 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. and nothing extra shall be payable.

Preparation of berms including filling or excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift and including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:- No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing & Marking center line/side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming 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 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 temperature. 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 requirement of the specifications. The reflector zing 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.

Providing and fixing retro-reflective hazard marker conforming to IRC:79-1981 of size 900mm x 300mm with back support of M.S angle 25x25x3mm and post of 50x50x5mm, 1500mm high embeded into 0.3x0.3x0.3m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro-reflective sheet confirming to :67-2002 type IV HIP specification Fixed on 3mm thick aluminium composite material sheet as base board with pressure senstive having 0.5mm thick aluminium on both sides.

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 Kgtested in accordance to ASTMD 4280 type H and compplying to specification of category A of MORTH Circular No.RW/NH/33023/10-97-DO III dt. 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. Thestrength of detachment of the intergrated cylindrical shanks, (of diameter not less than 19+/-2mm and height no less than 30+/-2mm) from the body is to be a holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as per manufactures's recommendation andcomplete as directed by the engineer (of reputed make suchas 3m etc.)

Cautionary sign board 600mm Eqauilateral Traingle Left /Right Curve, Right /Left Haipin Bend, Side Road Left. Right, Y-Intersection, Cross road, Narrow Road Ahead, Road Widens, Narrow Bridge Ahead, Reduced Carriageway, Start of Dual Carriageway, Gap in Median, Pedestrain Crossing, School Ahead, Men at work, Speed Breaker, Rumble Strip, Guarded Railway crosing and Other sign Etc.

Routine Maintenance Routine Maintenance Cost after completion of Construction for Ist Year.

Routine Maintenance Cost after completion of Construction for IInd Year.

Routine Maintenance Cost after completion of Construction for IIIrd Year.

Routine Maintenance Cost after completion of Construction for IVth Year.

Routine Maintenance Cost after completion of Construction for Vth Year.

Note:-Note:- If any discrepancy found in the unit/Nomenclature in the items of BOQ. The nomenclature of HSR/MoRT&H shall be applicable.

S.S Associates