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| 1 | A)L048-L051 Km 2nd o Hardwail JK02-135 |
| 2 | 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 : (JKSOR2.90). |
| 3 | Laying (First class) bedding on well compacted sand, Moorum or approved granular material as per clause 1105(ii) (PMGSY 9.20B). |
| 4 | Providing and laying in position cement concrete of specified grade including curing including the cost of centring and shuttering. All work upto plinth level with: (P.C.C Grade M-10 Nominal mix 1:3:6) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing including the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.3 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone. |
| 10 | Providing and laying Damp proof Course 50mm thick with cement mortar 1:2:4 (1Cement : 2Coarse sand : 4Graded stone aggregate, 20mm nominal size, and curing complete (JKSOR 4.18). |
| 11 | Centering and Shuttering including strutting, proping etc and removal of form work for Walls (any thickness) including attached pilasters, butress, plinth and String Courses etc (JKSOR 4.6.2). |
| 12 | Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10). |
| 13 | B)L050 - L048 Km Ist to Heuwudar,Package No JK02 - 150 |
| 14 | 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 : (JKSOR2.90). |
| 15 | Laying (First class) bedding on well compacted sand, Moorum or approved granular material as per clause 1105(ii) (PMGSY 9.20B). |
| 16 | Providing and laying in position cement concrete of specified grade including curing including the cost of centring and shuttering. All work upto plinth level with: (P.C.C Grade M-10 Nominal mix 1:3:6) |
| 17 | Centering and Shuttering including strutting, proping etc and removal of form work for Walls (any thickness) including attached pilasters, butress, plinth and String Courses etc (JKSOR 4.6.2). |
| 18 | Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10). Please Enable Macros to View BoQ information |
