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| 1 | Cleaning of Gully trap/ road gully if size 2-0 x 1-6 i/c removal of slab and relaying of slab after cleaning and disposal of malbah, complete in all respect. |
| 2 | Cleaning of different size R.C.C.or PVC pipeline and disposal of malbah, complete in all respect. 350mm to 450mm dia RCC pipe |
| 3 | Cleaning of different size RCC or PVC pipeline and disposal of malbah, complete in all respect.250mm to 300mm dia PVC pipe. |
| 4 | Cleaning of manholes of size 5`-00`` x 3`-00``i/c disposal of mallbah,complete in all respect |
| 5 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 6 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 7 | [22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate] |
| 8 | [22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter [Through Rate] |
| 9 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] |
| 10 | [3.1.3]By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge [Beyond 5km up to 10km per KM] |
| 11 | [4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate] |
| 12 | [4.41]Earth work of silt-clearance of channels and drains. Kassi work undressed involving an average horizontal through upto 2 metres and average vertical lift upto 0.5 metre. [Through Rate] |
| 13 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate] |
| 14 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
