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| 1 | L047 Charangam to MulshullaPackage No.JK02 138 |
| 2 | Crash barrier |
| 3 | Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel aprts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 mwtal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 incl E/W excavation &P/L of Concrete 1:2:4,complete job. |
| 4 | Parapet |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columns |
| 9 | L062 T05 Km 23rd Rd 250 to Surnhall Package No.JK02 155 |
| 10 | Crash barrier |
| 11 | Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel aprts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 mwtal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 incl E/W excavation &P/L of Concrete 1:2:4,complete job. |
| 12 | L028 Dansur to Shooligund Package No.JK02 141 |
| 13 | Crash barrier |
| 14 | Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel aprts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 mwtal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 incl E/W excavation &P/L of Concrete 1:2:4,complete job. |
| 15 | Parapet |
| 16 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 18 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columns |
| 20 | T02 Sonapah to Arizal Package No.JK02 2003 |
| 21 | Crash barrier |
| 22 | Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 1.80 M high, 110 cm below ground level all steel aprts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 mwtal beam rail to be fixed on vertical posts with spacer channel section 150X75X50 mm, 330 mm long complete as per clause 810 incl E/W excavation &P/L of Concrete 1:2:4,complete job. |
| 23 | Parapet |
| 24 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 25 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 26 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columns |
