Special repair of NH-01 Shahpur - Babaheri - Tharwa to Majri (HR-01-23), Shahbad - Barara - Kala Amb road (SH-04) to Sewan Majra - Rampur Majra - Thamber - Talheri Rangran - Manu Majra - Foksa to Allawalpur (HR-01-26) and Mullana - Jharu Majra - Ram

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 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 30mm thick compacted Bituminous Concrete (BC) in one layer with 100-120TPH 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. 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 agenct 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 result 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 work repair as required at site in accordance with clause No. 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, and nothing extra shall be payable.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803.4 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 miximum heating temperature. The thermoplastic paint material shall be Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be 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 specification. 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.

Preparation and formation of berms and slopes as per X-sections including filling of Earth work, 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, 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 1st edition. This item also includes E/W if required in sub grade for widening and shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR of 8%. Note :- No earth work will be allowed to be taken from PWD B&R / ROW except for surplus earth after approval from Engineer. Routine Maintenance for 5 Years

1st Year Maintenance.

2nd Year Maintenance.

3rd Year Maintenance.

4th Year Maintenance.

5th Year Maintenance.

BAL SINGH AND SONS