| 1 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | As directed by the Engineer-in-Charge | 56.00 | Nos | 539.00 | 30184.00 |
| Providing fixing of Median Marker made of polycarbonate/ ABS for impact resistance and good weatherability. Polycarbonate / ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/mat roomtemperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal /Circular structure of length with 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescentyellowretro-reflective sheeting conforming to typeXI specifications as per ASTMD4956&IRC672012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles). |
| 2 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | As directed by the Engineer-in-Charge | 500.00 | Rmt | 2857.00 | 1428500.00 |
| Providing and erecting a metal beam crash barrier comprising of 5-8mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittingsto conformto IS: 1367 and IS: 1364, metal beamrail to be fixed onthe vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810 for finished item of work as directed by the Engineer-in-Charge. |
| 3 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | As directed by the Engineer-in-Charge | 200.00 | Rmt | 2957.00 | 591400.00 |
| Providing, fitting and fixing mildsteel railing complete as per drawing and technical specification including labour charges for fixing etc. complete for finished item of work as directed by the Engineer-in-Charge.Providing, fitting and fixing mildsteel railing complete as per drawing and technical specification including labour charges for fixing etc. complete for finished item of work as directed by the Engineer-in-Charge. |
| 4 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | 803.0 | 480.00 | Sqm | 87.00 | 41760.00 |
| Painting two coats with water proof cement paint in all shades on new plastered concrete surfaces as per 803 of MoRT&H (5th revision) |
| 5 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | 803.0 | 200.00 | sqm | 177.00 | 35400.00 |
| Painting one coat of cement based primer and two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per 803 of MoRT&H (5th revision) |
| 6 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | As directed by the Engineer-in-Charge | 100.00 | sqm | 964.00 | 96400.00 |
| Flooring with chequred cement concrete on heavy duty tiles conforming to IS 13801 of size 25mm thick of any shade set over base coat of cement moisture (1:6)12mm thick over CC bed already laid or RCC roof slab including neat cement slurry of honey like consistence spread @ 3.3 kg /sq and jointed with neat cement to fill depth mixed with pigment of matching shade including cost of all materials like cement, sand, water. tiles etc complete including segniorage charges complete for finished item of work |
| 7 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | As directed by the Engineer-in-Charge | 5.00 | Cum | 1468.00 | 7340.00 |
| Filling with Stone dust in trench as per Drawings & Technical Specification including cost, (excluding seigniorage) and conveyance of all materials to site., watering, compacting with trench compactor etc complete for finished item of work as directed by the Engineer - in - Charge excluding Seigniorage charges |
| 8 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | 1500,1700, 2100 ,271 | 75.00 | Cum | 5249.00 | 393675.00 |
| Plain cement concrete M 20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and mixing using concrete batching plant, transporting using transit mixer, laying, Vibrating, curing etc, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) |
| 9 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | 1500,1700, 2100 ,270 | 52.00 | Cum | 4240.00 | 220480.00 |
| Plain cement concrete M 10 Grade Concrete using 40mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and mixing using concrete batching plant, transporting using transit mixer, laying, Vibrating, curing etc, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) for leveling course |
| 10 | Construction of metal beam crash barrier, footpath and CC pavement at Attapur bridge | 305.0 | 130.00 | Cum | 334.00 | 43420.00 |
| Removal of top unserviceable soil including, excavation, loading and disposal with all lifts and leads up to 15kms but excluding replacment by suitable soil which shall be paid separately as per clause 305 of MoRT&H (5th revision) and as directed by the Engineer-in-Charge excluding Seigniorage charges |
