Providing of New V- Notch and Relaying stone Pitching at RD 1.900 KM at D/s of Left flank Rajghat dam

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil

Laying Dismentaling and relaying Dry stone boulder Pitching (40-60 kg.) /cum. (305*1.18= 359.90)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with including supply of all materials, labour t&P etc required for proper completion of the work. 7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand)

Providing new V-NOTCH

painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :two caot on new work

Earth work 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 layer 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 :

30 cm thick dry stone pitching (without quarry- spalls) with individual stones of 30 cm depth and minimum size 0.021 cum

Please Enable Macros to View BoQ information