|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 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: All kinds of soil : |
| 3 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | 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 20 mm nominal size) with 20% plums. |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah. |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto/above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 10 | Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete. |
| 11 | Back filling by way of stones filling hand packed in horizontal layers including cost of stones for all lift all job complete. |
| 12 | Providing and fixing PVC 3\\"dia pipes for weep holes, all job complete. |
| 13 | Disposal of Mulba obtained from excavation for all lifts and leads upto 1.0 Km. |
| 14 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand lead up to 140.00 km |
| 15 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 70.00 km |
| 16 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40 mm lead up to 70.00 km |
| 17 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 10.00 km Please Enable Macros to View BoQ information |
