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| 1 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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. (For Table top) |
| 2 | Road Marking with Hot Applied Thermoplastic CompoundwithReflectiorising Glass Beads on Bituminus Surface:providing and laying of Hot appiled thermoplastic compund 2.5 mm thick including relecting glass beads @ 250 gms per sqm area, thickess of 2.5 mm is exclusiv of surface applied glass beads asper IRC:35-2015 The finished surface to be level, unifrom and free from streaks and hoels.. |
| 3 | Road Marking with Hot Applied Thermoplastic CompoundwithReflectiorising Glass Beads on Bituminus Surface. (Reapted/ Tramsers bar ) providing and laying of Hot appiled thermoplastic compund 5 mm thick including relecting glass beads @ 500 gms per sqm area, thickess of 15 mmis exclusiv of surface applied glass beads asper IRC:35-2015 The finished surface to be level, unifrom and free from streaks and hoels.. |
| 4 | Retro-reflectorised Traffic sign as per IRC-67-2012Providing and fixing of retro-reflectorised cautionry mandtary and informatory sign as per IRC:67-2012 made of high instently grade sheeeting type-vI vide clause 801.3, fixed over aluminum sheeting 1.5 mm thik supproted on a mild steel angel iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundton with M 15 grade cement concrte 45 cm x 45 cm x 60 mm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certifacate of having the sheeting tested for coeffient of retro reflction, daytime colour and luminane, shriking flexiblity liner removel adhession impact restinace specular gloss and fungus resistance, 3 years outdoor weathring and its having passed these tests shall be obatined from inernatinol/Goverment Laborty /institute by the manufacter of the sheeting and in case the certifcate is obtained from internatinol condtion it should also be obtained from indian condtion within 3 years of lauging of product b y the manufacture in abroad Alternatiry a certifcate conforming to ASTM Specfition (D4956-09) on artifical accelerated weathring requirments from a reputed laborty in India can be accpeted provisnioly In such a sitituan the Employer / Cilent if so desires, could seek for a perfomance Guarntee which would be relsed after recipet of certificate meeting the requirment of three years outdoor weathring of the sheeting as per IRC 67:2012. legends letters numerals and borders etc should be as per MORTH speiftion NO- 801.7p xix)30x90 (left/right)object hazred |
| 5 | Retro-reflectorised Traffic sign as per IRC-67-2012Providing and fixing of retro-reflectorised cautionry mandtary and informatory sign as per IRC:67-2012 made of high instently grade sheeeting type-vI vide clause 801.3, fixed over aluminum sheeting 1.5 mm thik supproted on a mild steel angel iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundton with M 15 grade cement concrte 45 cm x 45 cm x 60 mm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certifacate of having the sheeting tested for coeffient of retro reflction, daytime colour and luminane, shriking flexiblity liner removel adhession impact restinace specular gloss and fungus resistance, 3 years outdoor weathring and its having passed these tests shall be obatined from inernatinol/Goverment Laborty /institute by the manufacter of the sheeting and in case the certifcate is obtained from internatinol condtion it should also be obtained from indian condtion within 3 years of lauging of product b y the manufacture in abroad Alternatiry a certifcate conforming to ASTM Specfition (D4956-09) on artifical accelerated weathring requirments from a reputed laborty in India can be accpeted provisnioly In such a sitituan the Employer / Cilent if so desires, could seek for a perfomance Guarntee which would be relsed after recipet of certificate meeting the requirment of three years outdoor weathring of the sheeting as per IRC 67:2012. legends letters numerals and borders etc should be as per MORTH speiftion NO- 801.7p (iii) 60 cm Circular with diffinitation plate (9cmx60cm). |
| 6 | Place Indentification (Habitation Name etc.) Sign Boards (60 cm x 90 cm rectangular): Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign(60 cm x 90 cm rectangular) as per IRC :67 made of high intensity grade sheeting(Type IV sheet) vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (As per MORT&H Spec.no. 801.1complete in all respectsincluding cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges) |
| 7 | Reflective Raised Pavement Markers ( catEye/ Road studSupply and fixing of raised Pavement marker with of Plastic body of RPM / Road stud be moulded from ASA ( Acrylontrie Styrnee Acrylontrie ) or HIPS (High -Impact Polysrene) or Acryoltine Butadien Stryne (ABS) or ANY other sutiblae material approved by the Enigneer the MARKER SHALL SUPPORTa load of 13,635 lg tested in according With ASTM D4280 The Refelctive Panels shall conesnt of number of lenes coantring singel or dual prictims cubes captals of providing total intenet refltion of light entring the lens face Lenes shallconsient of number of lenses coanting signel or dual prictims cubes capable of provinding total internet conformng to ASTM d788 of equliment the shop or retro-refltion surface shall prefaly be 35+/-5 degree to base and the area of each of each retro refltion surface shall not be less than 13.00 sq.cm. the marker hieght shall not exited 13 The base of the marker shall be flat within 1.3 mm all around studsshallbe highely marked with me the name trade or order means manufature eppoy instltion exces adhies on the edge of the marker excues adhives on the pavement and adhives around the edge on the exposed surface ofTHE markers shall be immedtly removed The contracter shall submit a two year wrrenty for given by the contracter who carries out door retro- refltion of the satifity infield perfomance of the finished road a two year warrentymarkers in case the markers are displayed damged get worn lose thier refeltive Enigneer -in- charge material labour t&p MAP Transportion instltion and incindnts all complete as per diretion of hte Engineer -in-Charge. |
| 8 | Supplying and instalation of delinators (road way indicaotrs, hazard markers, object marker) 80-100cm, high above ground level, painted black and white in 15cm wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panel at the tap buried or pressed into the ground and conforming to IRC : 79 and the drawing. |
| 9 | Single Chevron Sign Boards (50 cm x 60 cm rectangular):Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign (50 cm x 60 cm rectangular) as per IRC:67 made of high intensity grade sheeting (Type IV sheet) vide clause 801.3, fixed cover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.(as per IRC:67-2012 clause 14.60) (As per MORT&H Spec.no. 801.1complete in all respectsincluding cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges). |
| 10 | Earth work in excavation of foundation of structure as per drawing and technical specifiction, including setting out, construction of shoring and bracing, removal of stumps and other deleterious metters, dressing of site and bottom , back filling excavation earth to the extend required and utilising the remaining earth localty for road work. |
| 11 | Costruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 14 | Providing and applying Prime coat with bitumen ,Emulsion on prepared surface of granular base including clearing of road surface and spraying primerat the rate of 0.70 kg per sqm using mechanical means. |
| 15 | Providing and applying tack coat with bitumen ,Using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 16 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 17 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. |
