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| 1 | 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. All kinds of soil : |
| 2 | Earth work in bulk excavation by Mechanical means (Hydrasulic 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 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix). |
| 4 | labour engagged for Dismantling of dry stone masonry including stacking of serviceable material and disposal of unserviceable material 1 No. labour for 2.83 Cum . ( Complete Job) as directed by Engineer Incharge |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Full Rate |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. (Labour Rate ) |
| 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 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) |
| 9 | Dumping stone excluding cost of stones. in Horizontal on level |
| 10 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 11 | Supply of stones |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Random Rubble masonry with hard stone in foundation and plinth 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) |
| 15 | Filling available excavated earth (excl. rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead up to 50 m & lift up to 1.5 m excluding ramming and watering. |
| 16 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 17 | Supply of Sand |
| 18 | Filling empty cement bags with sand/ earth; including loading / unloading , placing in dry place and supply of E/C bags complete Job |
| 19 | Crates made mesh type 10x12 ( D=100 mm) Zn+ PVC coated, Mesh wire diameter 2.70/3.70 mm (ID/OD) Crate of size 6x1.20x1.20 mtr (30.88 Sqm) each. |
| 20 | Crates made mesh type 10x12 ( D=100 mm) Zn+ PVC coated, Mesh wire diameter 2.70/3.70 mm (ID/OD) Crate of size 6x1.50x1.50 mtr (40.50 Sqm) each. |
| 21 | Filling empty cement bags with sand/ earth; including loading / unloading , placing in Wet place and supply of E/C bags complete Job |
| 22 | Dismantling of Old Protection work incliding Cutting of Crates and Stacking of Stones |
| 23 | Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site) a) Sand |
| 24 | b) Stone Agg. below 20mm |
| 25 | c) Cement |
| 26 | d) Earth / Sand |
| 27 | e) Knitted Crate |
| 28 | f) Empty EC Bags |
| 29 | h) Stone |
| 30 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km a) Sand |
| 31 | b) Stone Agg. below 20mm |
| 32 | c) Cement |
| 33 | d) Earth / Sand |
| 34 | e) Knitted Crate |
| 35 | f) Empty EC Bags |
| 36 | h) Stone |
| 37 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 20.00 Km a) Sand |
| 38 | b) Stone Agg. below 20mm |
| 39 | c) Cement |
| 40 | d) Earth / Sand |
| 41 | e) Knitted Crate |
| 42 | f) Empty EC Bags |
| 43 | h) Stone |
| 44 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand |
| 45 | b) Stone Agg. below 20mm |
| 46 | c) Cement |
| 47 | d) Earth / Sand |
| 48 | e) Knitted Crate |
| 49 | f) Empty EC Bags |
| 50 | h) Stone |
| 51 | Carraige of materail from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand |
| 52 | b) Stone Agg. below 20mm |
| 53 | c) Stone Agg. above 40mm |
| 54 | d) stone |
| 55 | e) Cement |
| 56 | d) Earth / Sand |
| 57 | e) Knitted Crate |
| 58 | f) Empty EC Bags |
| 59 | Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 60 | b) Stone Agg. below 20mm |
| 61 | c) Stone Agg. above 40mm |
| 62 | d) stone |
| 63 | e) Cement |
| 64 | d) Earth / Sand |
| 65 | e) Knitted Crate |
| 66 | f) Empty EC Bags Please Enable Macros to View BoQ information |
