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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 | Filling availableexcavatedearth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm indepth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 14 | Providing and laying of HDPE Sheet of 1.5 mm 300 GSM including carraige of material fixing of joints. |
| 15 | Providing and fixing 12inch dia MS pipe including fixing and carraige all complete job |
| 16 | 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 |
| 17 | Bankingexcavatedearthinlayersnotexceeding20cmindepth,breakingclods, watering,rollingeachlayerwith½tonneroller,orwoodenorsteelrammers,and rollingevery3rdandtop-most layerwithpowerrollerofminimum8tonnesand dressingup, inembankmentsforroads, floodbanks,marginalbanks,andguide banks etc., lead upto 50 m and lift upto 1.5 m : 2.3.1 All kinds of soil |
| 18 | Providing and fixing of Sign Board and accessories on site as per Engineer in Charge: |
| 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 | Carriage of earth 2 km by MT |
| 23 | Carriage of sand and agg upto 20 km byMT |
| 24 | Carriage of Cement and steel upto 270 km by MT |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Footing |
| 26 | Providing and fixing Sluice Gate Chamber and assembly Please Enable Macros to View BoQ information |
