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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 earthlead 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 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 earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary rock. |
| 3 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
| 4 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 5 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 6 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | Filling of stone behind crates. |
| 8 | Supply of stones. |
| 9 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre(weep hole ) |
| 10 | Providing steel rope crossing cost of steel rope 20mm dia,U clamp,iron clamo/hooks,labour charges for stretching the steel rope in position hire charges of chain pulley along with the operator, laying and fitting of G.I pipes all complete |
| 11 | Providing of 4mm B.A wire knitted crates of mesh size of 0.15mx0.15m with end lids and size of crates 6mx1.5mx1.5m including 4mm B.A wire complete item specification as per IS Standard |
| 12 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500 m H/L |
| 13 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 20Km And 500m H/L |
| 14 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 20Km and 500m H/L |
| 15 | Carriage of Soling stone/ boulders by mechanical transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 5km by Mt and 500 m Head Load |
| 16 | Carriage of Soling stone/ boulders by Head Load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000m |
| 17 | .Carriage of Crates by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 170km by MT Please Enable Macros to View BoQ information |
