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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kind of soil |
| 2 | Ordinary Rock |
| 3 | Hard rock (Blasting Prohibited) |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kind of soil |
| 5 | Ordinary rock |
| 6 | Hard rock (Blasting Prohibited) |
| 7 | Dry stone pitching (any thickness) including cost of stones. On Horizontal |
| 8 | Dry stone pitching (any thickness) including cost of stones.On Slopes |
| 9 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 10 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Providing and fixing 12inch dia MS pipe including fixing and carraige all complete job |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 13 | 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. |
| 14 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | Providing and laying of HDPE Sheet of 1.5 mm 300 GSM including carraige of material fixing of joints |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 17 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :All kinds of soil |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 19 | Constructing vertical bunds with sloping faces, by boulder filling (dry,hand packed tightly); including cost of stones but excluding cost of wirecrates |
| 20 | Add Cost of wire crate |
| 21 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost offilling, stones and weaving materials |
| 22 | Carraige of Cement & Steel by an avg lead of 40 Kms by MT |
| 23 | Carriage of sand and agg upto 40 km byMT |
| 24 | Carraige of Earth by an avg lead of 1 Kms by MT |
| 25 | Providing and fixing of Sign Board and accessories on site as per Engineer in Charge |
| 26 | Providing and fixing Sluice Gate Chamber and assembly Please Enable Macros to View BoQ information |
