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| 1 | Removal of construction waste/ Rubbish by Mechanical Transport including loading,unloading and stacking beyond 5 km upto 10 km as per direction of Engineer-In-Charge. |
| 2 | Earth work in surface excavation for all kinds of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains for all kinds of soil (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift for all kinds of soil |
| 5 | Supply and Banking of Moorum by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift. |
| 6 | Extra for rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. |
| 7 | Constructions of Puddle with black cotton soil in layer and finishing complacting complete |
| 8 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 9 | Flush/ Ruled pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Providing and laying Non Pressure NP-3 class 600 mm dia RCC pipes (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 12 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 13 | Painting two or more coats on new work with synthetic enamel paint of approved brand and manufacture to give an even shade. |
| 14 | Providing and laying HDPE geomembrane liner of 500 micron thickness including surface preparation, anchoring in trenches and all complete as per specifications. Please Enable Macros to View BoQ information |
