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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 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables act (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of soil (01 mtr lead) |
| 3 | Dismantling old protection work including cutting of crates and stacking of stones |
| 4 | Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking/disposal lead upto 100 meters. |
| 5 | Opening out old wire crates those and re-binding after filling |
| 6 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 7 | Dry stone pitching (any thickness) excluding cost of stones. |
| 8 | On Horizontal |
| 9 | on slopes |
| 10 | Supply of Nallah Stones |
| 11 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, 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 or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: |
| 12 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, 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 1.5 m in All kinds of soil: etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 13 | 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 lead upto 50 m and lift upto 1.5 m. |
| 14 | Providing of 4mm B.A wire Knitted crates of Size (6.0mtr x 1.5 mtr x 1.5 mtr) of mesh size 0.15 mtr x 0.15 mtr with end lids including 4mm B.A wire complete item specification as per relevant IS Standard / code |
| 15 | Providing of 4mm B.A wire Knitted crates of Size (6.0 mtr x 1.20 mtr x 1.20 mtr) of mesh size 0.15 mtr x 0.15 mtr with end lids including 4mm B.A wire complete item specification as per relevant IS Standard / code |
| 16 | Filling empty cement bags with sand/earth, including cost of sewing and string, excluding cost of bags and earth/sand |
| 17 | Loading/unloading sand/earth filled bags in lorries upto 50m |
| 18 | Unloading sand/earth filled bags from boats and placing in dry |
| 19 | Unloading sand/earth filled bags from boats and placing in water |
| 20 | Supply of Sand |
| 21 | Supply of empty cement poly bags |
| 22 | 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 |
| 23 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete, 300 mm dia. R.C.C pipe |
| 24 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete, 450 mm dia. R.C.C pipe |
| 25 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete, 600 mm dia. R.C.C pipe |
| 26 | Hire charges for supply of Hydarulic excavator of 1 cum bucket |
| 27 | Carriage of Nallah Stones from nearest source to site of work average distance 15km by MT |
| 28 | Carriage of Nallah Stones from nearest source to site of work average distance 100mtr by Head Load |
| 29 | Carriage of Earth from nearest source to site of work average distance 05km by MT |
| 30 | Carriage of Earth from nearest source to site of work average distance 100mtr by Head Load |
| 31 | Carriage of R.C.C pipe 300 mm dia. from nearest source to site of work average distance 15km by MT |
| 32 | Carriage of R.C.C pipe 450 mm dia. from nearest source to site of work average distance 15km by MT |
| 33 | Carriage of R.C.C pipe 600 mm dia. from nearest source to site of work average distance 15km by MT Please Enable Macros to View BoQ information |
