Periodical renewal by way 30mm thick bitumious concrete and 5 years maintenance cost under PMGSY II i Gharaunda to Barsat via Kalheri RD 0.00 to 2.40 3.00 to 8.00 7.40 Km. Road ID 7520 7521 ii Gianpura to Chaura to Mundigarhi RD 0.00 to

Amount

E/Work on berms including excavation 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, but 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 and laying tack coat with bitumen VG-10 gradepressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen / granular surace cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (NS)

Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a 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 SP98-2013 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 specifiction 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 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. Instruction issued form time to time regarding bitumen from MORD will be followd strictly. Note:- (i) 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. 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.

Pavement marker (3M 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 specifications of Category A of MORTH Circular No. WNH/ 33023/10-97-DO lll dt. 11.06.1997. The Height width and length shall not exceed 50 mm, 100 mm and 100 mm 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 +/- 2 mm and height not less than 30+/- 2 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 manufacture's recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/ 3M/etc.) as per item No. 3 of the lis of road furniture uploaded on the website of Haryana PWD B&R branch

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.

Providing and installing shoulder mounted directional signages of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC 67-2012 type IV, HIP specification fixed on 3mm thick Aluminium Composite Panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminium on both sides supported on single or two nos. Mild Steel Pipe post 80mm NB Medium Class 4mm thick embeded in M-20 grade concrete foundation of size (600mm x 600mm x 750mm), complete as per drawings, Technical Specification and as directed by Engineer-in-Charge. Size 1200 mm x 900 mm.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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 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 no. , 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.

Routine Maintenance cost after completion of construction for 1st. Year Package - I

Package - II

Routine Maintenance cost after completion of construction for 2nd Year Package - I

Package - II

Routine Maintenance cost after completion of construction for 3rd Year Package - I

Package - II

Routine Maintenance cost after completion of construction for 4th Year Package - I

Package - II

Routine Maintenance cost after completion of construction for 5th Year Package - I

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

rameher contractor