M/o Road (Repair of Potholes Patches, Crack Sealing and C/o Table Top Speed Breaker Thermo Plastic Paint Cateye and Direction Board etc in Sector-64, 65 and 69), Noida.

Collection & Consolidation of stone ballast of size 22.4 to 53 mm including laying in cuts, pot holes & dry rolling by road roller including all taxes cost of stacking, etc. complete for proper completion of work.

Cleaning existing painted surface & laying premix in patch repair with 10-20 mm size graded hard stone grit mixed with bitumen 80/100/VG-10 @ 50 kg/Cum. Over tack coat of bitumen 80/100 @ 1.00 kg/sqm including heating the grit & maxphalt to the required temperature & mixing either in mixer or in hand drum & rolling with road rollar of 8 to 10 tone as required with all labour, material T&P etc. all complete.

P/L Applying tack coat Using Hot Straight run bitumen of grade 80/100 : on Bituminous Surface @0.50 kg/Sqm.

Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from steaks and holes. Rates are inclusive of all taxes, royalty. GST etc. all T&P/machine, material and labour required for proper completion of work. Chapter 10 19.1 New Item

Reflective raised pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road stud shall be moulded from ASA (Acrylic styrene Acrylonitrite) of HISP (Hight-Imoact Polystyrene) or Acryloniitrite Butadien styrene (ABS) or Any other suitable material approved by the engineer. The Marker shall support aloadof 13,635kg tested in accordance with ASTM D4280.The reflective panels shall consist of number of lenses contatning single of dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methvl methecrylate conforming to ASTM D788 of equivalent. The slop of retro-reflecting surface. shall preferable be 35+/-5 degree to base and the area ofeach retro reflecting surface shall not be less than 13.00 sqcm. the marker height shall not be less than 10mm and shall ont exceed 20mm & amp; width ahall not exceed 130mm. The base of the marker shall be flat with 1.3mm all road studs shall be legible marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marked, excess adhesive on the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the engineer.In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflectikve road markers, in case the markers are diksplaced, damaged, get worm out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such makers wihtin 15 days of the intimation from the engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the engineer-in-Charge. RPM(With shank)

Retro reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sing as per IRC : 67-2712 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeding 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly degigned foundation with M 15 grader cement concrete 45cm X 45 cm X 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for a coefficient of retro reflection, daytime colour and laminance, shrinkage, flexibility, liner removal, adhesion, inpact resistence, specular gloss and fungus resistance, 3 year s outdoor weathering and its having passed these tests shall be obtained form international/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, Alternativey, a certificate conforming to ASTM Specification (D 4956-09) on artifical accelerated weathering requirements form a requted laboratory in India can be accepted provisionally.In such a situation, the employer / client, if so disires, cound seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdeer weathering of the sheeting as per IRC 67:2012, :egends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7, P x i) i) 90 cm equllareral tringle with diffinitation plat size (20cm X 60cm) Speed Breaker.

Surface Dressing of the Ground Including Removing Vegetation and in-equalities not exceeding 15cm deep and Disposal of Rubbish, Lead up to 50m and lift up to 1.5m All kind of soil

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Sealing of cracks on bitumenous surface by spreading 6mm size heated stone grit @ 0.10 Cum per 10 Sqm. Over rubberised tack coat having temperature 1600 to 1700 C including supply of grit, maintenance of patries and watering during the operation, road roller, fuel for heating grit, all labour, T & P etc complete requried for proper completion of work as per direcion of Engineer Incharge.

Applying a tack coat of rubberised hot bitumen of 80/100 (VG-10) penetration @ 1.0 kg/sqm. On road surface including Mixing of 10% rubber by weight of bitumen sieved through 6mm. Sieve cleaning the road surface fuel for heating the bitumen and all labour T & P etc. complete required for proper completion of work as per direcion of Engineer Incharge.

Providing wall Putty on old surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work