Rectification of Identified 05 nos of Black Spot on Budhni-Itarsi Road section of NH-69, Narmada Bridge Near Hanuman Temple, BS-40, SPM Railway Crossing, BS-52, TTC NH-69, BS-48, Near Banya dhabha, BS-120 and Geeta Bhawan, BS-161 in the state of M.P

Amount

Road Safety Recommendations (Narmada River Bridge Near Hanuman Temple - BS 40)

Retro - Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. A. Cautionary Sign 900 mm equilateral triangle

B. Mandatory Sign 600 mm circular

C. Mandatory Sign 900 mm circular

D. Facility Information Sign 800 mm × 600 mm Rectangular

Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MoRT&H specification No. 803.

Road Markers/Road Stud with Lens Reflector Providing and fixing single mould twin shanked molded road markers/road stud made of poly carboate orABS body and shall support a load of 13635 kg tested in accordance to ASTM D 4280 and complying to specifications of Section - 5 of IRC 35 - 2015 abd clause of MoRTH and Section - 5 of IRC 36 - 2015., the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lense face. The slope of Retro - reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / asdhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory retro - reflectance of relfecting panel.

MBCB marker

Hazard Marker Traffic Signs - Type IV Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.

Metal Beam Crash Barrier Type - A, "W" Double Guard Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Metal Beam Crash Barrier Type - A, "W" Double Guard

Dismentalling Entities Dismentalling of Existing (Damaged Guard Rails / MBCB Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

BOQ Road Safety Recommendations (SPM RAILWAY CROSSING - BS 52)

Retro - Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. A. Cautionary Sign 900 mm equilateral triangle

Mandatory Sign 600 mm circular

Mandatory Sign 900 mm circular

Chevron Sign Board Size 600 mm × 500 mm Rectangular

Stop Sign of 900 mm High Octagon

Direction and Place Identification signs Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

Rate per sqm (for sign having area more than 0.9 sqm) Type - XI

Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MoRT&H specification No. 803.

Road Markers/Road Stud with Lens Reflector Providing and fixing single mould twin shanked molded road markers/road stud made of poly carboate orABS body and shall support a load of 13635 kg tested in accordance to ASTM D 4280 and complying to specifications of Section - 5 of IRC 35 - 2015 abd clause of MoRTH and Section - 5 of IRC 36 - 2015., the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lense face. The slope of Retro - reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / asdhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory retro - reflectance of relfecting panel.

MBCB marker

Hazard Marker Traffic Signs - Type IV Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.

Metal Beam Crash Barrier Type - A, "W" Double Guard Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) Metal Beam Crash Barrier Type - A, "W" Double Guard

Dismentalling of Existing (Damaged Guard Rails / MBCB Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

Flexible Pavement Qty for Extra Widening

Excavation in Soil by Manual Means Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per clauses of section-300.

Subgrade Construction with Material Obtained from Borrow Pits Construction of Subgrade with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

Wet Mix Maccadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Tack Coat Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (@ 0.25 kg per sqm (normal bituminous surfaces)

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. (for Grading II (19 mm nominal size))

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. (for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30))

BOQ Road Safety Recommendations (SPM RAILWAY CROSSING - BS 48)

Retro - Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. A. Cautionary Sign 900 mm equilateral triangle

B. Mandatory Sign 600 mm circular

C. Mandatory Sign 900 mm circular

D. Facility Information Sign 800 mm × 600 mm Rectangular

E. Chevron Sign Board Size 600 mm × 500 mm Rectangular

Direction and Place Identification signs Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

Rate per sqm (for sign having area more than 0.9 sqm) Type - XI

Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MoRT&H specification No. 803.

Road Markers/Road Stud with Lens Reflector Providing and fixing single mould twin shanked molded road markers/road stud made of poly carboate orABS body and shall support a load of 13635 kg tested in accordance to ASTM D 4280 and complying to specifications of Section - 5 of IRC 35 - 2015 abd clause of MoRTH and Section - 5 of IRC 36 - 2015., the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lense face. The slope of Retro - reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / asdhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory retro - reflectance of relfecting panel.

MBCB marker

Hazard Marker Traffic Signs - Type IV Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.

Metal Beam Crash Barrier Type - A, "W" Double Guard Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) Metal Beam Crash Barrier Type - A, "W" Double Guard

Dismentalling Entities Dismentalling of Existing (Damaged Guard Rails / MBCB Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

Flexible Pavement Qty Excavation in Soil by Manual Means Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per clauses of section-300.

Extra Widening + Bus Bay

Subgrade Construction with Material Obtained from Borrow Pits Construction of Subgrade with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. Extra Widening + Bus Bay

Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Extra Widening + Bus Bay

Wet Mix Maccadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. Extra Widening + Bus Bay

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. Extra Widening + Bus Bay

Tack Coat Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (@ 0.25 kg per sqm (normal bituminous surfaces) Extra Widening + Bus Bay

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects. (for Grading II (19 mm nominal size)) Extra Widening + Bus Bay

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. (for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30)) Extra Widening + Bus Bay

BOQ Road Safety Recommendations (Near Banya Dhabha - BS 120)

Retro - Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. A. Cautionary Sign 900 mm equilateral triangle

B. Mandatory Sign 600 mm circular

C. Mandatory Sign 900 mm circular

D. Facility Information Sign 800 mm × 600 mm Rectangular

E. Chevron Sign Board Size 600 mm × 500 mm Rectangular

F. Stop Sign of 900 mm High Octagon

Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MoRT&H specification No. 803.

Road Markers/Road Stud with Lens Reflector Providing and fixing single mould twin shanked molded road markers/road stud made of poly carboate orABS body and shall support a load of 13635 kg tested in accordance to ASTM D 4280 and complying to specifications of Section - 5 of IRC 35 - 2015 abd clause of MoRTH and Section - 5 of IRC 36 - 2015., the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lense face. The slope of Retro - reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / asdhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory retro - reflectance of relfecting panel.

MBCB marker

Metal Beam Crash Barrier Type - A, "W" Double Guard Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Metal Beam Crash Barrier Type - A, "W" Double Guard

Dismentalling Entities Dismentalling of Existing (Damaged Guard Rails / MBCB Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

BOQ Road Safety Recommendations (SPM RAILWAY CROSSING - BS 52)

Retro - Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. A. Cautionary Sign 900 mm equilateral triangle

B. Mandatory Sign 600 mm circular

C. Mandatory Sign 900 mm circular

D. Facility Information Sign 800 mm × 600 mm Rectangular

E. Stop Sign of 900 mm High Octagon

F. Median Marker

Road Marking with Hot Applied Thermolastic Compound with Reflectorising Glass Beads on Bituminous on Bituminous Surface Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MoRT&H specification No. 803.

Road Markers/Road Stud with Lens Reflector Providing and fixing single mould twin shanked molded road markers/road stud made of poly carboate orABS body and shall support a load of 13635 kg tested in accordance to ASTM D 4280 and complying to specifications of Section - 5 of IRC 35 - 2015 abd clause of MoRTH and Section - 5 of IRC 36 - 2015., the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lense face. The slope of Retro - reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / asdhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory retro - reflectance of relfecting panel.

Hazard Marker Traffic Signs - Type IV Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.

Kerbstone Qty.

Dismantling Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre

Providing Cast in Situ Cement Concrete M20 kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 (By using Concrete Mixer)

Thermoplastic White & Black Paint (Painting Two coats on new concrete surfaces)