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| 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. 70% All kinds of soil, Ordinary Rock 30% |
| 2 | Earth work in bulk excavation by manual means 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. 80% All kinds of soil, Ordinary Rock 30% |
| 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: 1:4:8 (1 cement : 4 coarse sand : 4 graded stone aggregate 20 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:1:2:4 |
| 5 | 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 9 | Providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete @6.4 lit/cum |
| 10 | Supply of UPVC Blind pipe 100 Mm dia as per IS:12818 |
| 11 | Labour for Cutting od UPVC pipe in required length placing in Position incl.carrriage loading unloading stacking site (complete Job) Belder(Labour |
| 12 | Assistant Fitter 2nd class |
| 13 | Dumping stone excluding cost of stones. in Horizontal level excluding cost of stone |
| 14 | Hand Packing stones in Wire-crates Excluding cost of Crates and stone |
| 15 | Extra for Every additional lift of 1.5 m or part there of beyond 1.5 m height for hand packing of stones in wire crates. |
| 16 | Carriage of soling stone from avg distance 2 km by MT and 300 m by HL |
| 17 | Supply of Stone |
| 18 | Crates made of Mesh type 10x12 (D=100mm) zn+ PVC Coated .Mesh wire diameter 2.70/3.70 mm(ID/OD) |
| 19 | Carriage of Crates avg Distance 260 by MT and 300 km by HL |
| 20 | Supply of Hard Drawn steel wire for lacing of Crates 4 mm dia |
| 21 | Carriage of Sand and Bajree from nearby source to road side of work at an avg distance of 40 km by MT and 300 m by HL |
| 22 | Carriage of sand and Bajree above from nearby source to road side of work at an avg distance of 40 km by MT and 300 m by HL |
| 23 | Carriage of sand and Bajree above from nearby source to road side of work at an avg distance of 50 km by MT and 1200 m by HL |
| 24 | Carriage of sand and Bajree above from nearby source to road side of work at an avg distance of 40 km by MT and 300 m by HL |
| 25 | Carriage of Soling Stone from avg distance 300 m by HL Please Enable Macros to View BoQ information |
