|
| 1 | CRATEWORK |
| 2 | 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 : |
| 3 | Providing of Quarry Stone Boulder nominal size 225 mm |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 5 | Add cost of wire crates of approved mesh size (100 mm *100 mm) and meterial using 3mm dia wire (LMR) I/C 10% extra for laps & Joints |
| 6 | Backfilling behind the abutments wingwalls,retaining walls etc by way of p/l of granular meterial of approved source as per directions of site engineer.(Complete job) |
| 7 | PCC Wall |
| 8 | 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-Charg. All kinds of soil : |
| 9 | 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) |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete |
| 12 | RRM (Masonary Wall) |
| 13 | 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 : |
| 14 | Random Rubble masonry with hard stone in foundation and plinth(Sub Structure) 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 curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah stone including cost of stone |
| 15 | Dry random rubble masonry with hard stone in foundation and plinth with bond stone. Including cost of stone and labour with bound stone and nallah quarry stone |
| 16 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) flush/Ruled Pointing including all carriage upto site of work |
| 17 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing,cost of centring, shutteringand finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Backfilling behind the abutments wingwalls,retaining walls etc by way of p/l of granular meterial of approved source as per directions of site engineer.(Complete job) Please Enable Macros to View BoQ information |
