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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.All kinds of soil : |
| 2 | Providing & making of Gabion structure with mechanically wooven double twisted hexogonal shaped wire mesh gabion boxes as per IS 16014:2012,morth clause of 2500 of required size mesh wire 10x 12 zinc plus PVC coated mesh wire dia 2.7/3.7 mm mech. Edged with partitions at every 1 m interval tying with lacing wire of dia 2.2/3.2 mm supplied at rayte of 3% by wt. of gabion boxes filled boulders with dimension of 200m as per drawing all complete as directions of Engineer-In charge. |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 4 | Dumping stone excluding cost of stones in Horizontal on level |
| 5 | Supply of Stone boulder (nallah) nominal size 225 mm |
| 6 | Supply of Stones (Quarry) nominal size 225 mm |
| 7 | 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 : 8 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and laying in position reinforced 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) |
| 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | 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. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for:foundations,footings,base for columns |
| 12 | Retaining walls, return walls, walls ( any thickness) |
| 13 | P/F PVC pipes 3\\" dia incl. cutting incl. all modes of carriage complete Job. |
| 14 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.50 m in All kinds of soil: |
| 15 | Supply of popular/willow timber ballies sufficiently straight of average 0.30 cm of girth, 3 m long place and having concial bottom to be driven at 450 mm centre to centre including driving of piles at site using chain pulley and monkey arrangement or by any other means upto required depth, as directed by Engineer -in-charge at site and also includes carriages by all requisite means upto actual site of work (complete job). |
| 16 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 17 | Placing of Earth/stone dust in bags.In Dry |
| 18 | Supply & stacking of Good earth |
| 19 | 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. |
| 20 | Supply of Wooven Crate mesh of 4mm G.I Guage and 100mmx100mm mesh of standard Quality and Manufacture for resistance / Liability of crates which shall have to provide before start of work. The Supply including all means of carriage from supply source to actual site of work. (Complete Job). |
| 21 | Add cost of EC bags |
| 22 | Carriage of materials from source to actual site of work by Mechanical Transport including loading, unloading and stacking.Stone Boulder for an Avg. lead of 22Kms. |
| 23 | Avg. lead of 19Kms. |
| 24 | Avg. lead of 15 Kms. |
| 25 | Avg. lead of 12 Kms. |
| 26 | Avg. lead of 08Kms. |
| 27 | Stone aggregate 40mm nominal sizefor an avg. Lead of 05kms |
| 28 | avg. Lead of 04kms |
| 29 | Stone aggregate 20mm nominal size for anavg. Lead of 05kms |
| 30 | avg. Lead of 04kms |
| 31 | Sand for an avg.lead of 10kms |
| 32 | avg.lead of 05kms |
| 33 | avg.lead of 04kms |
| 34 | Cement & steel for anavg lead of 05kms |
| 35 | avg lead of 03kms |
| 36 | Good Earth for an avg lead of 20kms |
| 37 | Good Earth for an avg lead of 03kms |
| 38 | Empty Cement bags for an avg lead of 22kms |
| 39 | Carriage of Material from Road site to actual site of work by Manual Labour, including loading, unloading and stacking Stone Boulder (Nallah) for an avg. Lead of 150m |
| 40 | avg. lead of 100m |
| 41 | avg. lead of 50m |
| 42 | 40mm aggregate for an avg lead 150m |
| 43 | avg lead of 100m |
| 44 | avg lead of 50m |
| 45 | 20mm aggregate for an avg lead of 150m |
| 46 | avg lead of 100m |
| 47 | avg lead of 50m |
| 48 | Sand for avg lead of 150m |
| 49 | Sand for avg lead of 100m |
| 50 | Sand for avg lead of 50m |
| 51 | Cement for avg lead of 150m |
| 52 | Cement for avg lead of 100m |
| 53 | Cement for avg lead of 50m |
| 54 | steel for avg lead of 100m |
| 55 | steel for avg lead of 50m Please Enable Macros to View BoQ information |
