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| 1 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 . All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 2 | Providing, Laying & Positiong of HDPE Pipe of Material Grade PE-100, PN6 as confirm to IS:14333-1996 (amended upto date), laying & positioning of HDPE Pipe in trenches as confirm to IS:7634 (Part-II):2012 inculding testing and butt fusion welding joints as confirm to DVS 2207 PartII all complete as per direction of Engineer incharge.- 200mm dia pipe |
| 3 | Providing, Laying & Positiong of HDPE Pipe of Material Grade PE-100, PN6 as confirm to IS:14333-1996 (amended upto date), laying & positioning of HDPE Pipe in trenches as confirm to IS:7634 (Part-II):2012 inculding testing and butt fusion welding joints as confirm to DVS 2207 PartII all complete as per direction of Engineer incharge.- 250mm dia pipe |
| 4 | Supplying and installation of 200 mm diameter (4mm thickness) MS Black Pipe conforming to IS:3589 Grade 330 for discharge of strom water including suitable size flange and bend through out the proposed allignment etc. complete as per the direction of Engineer-in-charge. |
| 5 | Supplying and installation of M.S Flange of dia 200mm with 8 hole on the surface and thickness of flange plate shall not be less than of 6mm including welding, nuts & bolts etc. all complete as per site requirement and the direction of Engineer-in-charge. |
| 6 | Supplying and installation of M.S Flange of dia 250mm with 8 hole on the surface and thickness of flange plate shall not be less than of 6mm including welding, nuts & bolts etc. all complete as per site requirement and the direction of Engineer-in-charge. |
| 7 | Supplying and installation of 250mm dia. 4mm thick MS hollow tubular pipe as per IS code 3589 for discharge of strom water including suitable size flange and bend through out the proposed allignment etc. complete as per the direction of Engineer-in-charge. |
| 8 | 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-ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 10 | Providing and laying premium glazed anti skid multi colour 80mm thick precast cement concrete glazed glasss moulded and corner chamfered interlocking pavers block of M-40 grade having glazed minimum 10mm thick as per the specification attached, the interlocking pavers of required shape /design made by reputed manufacturer laid in desired pattern and colour over a bed of 50mm thick course sand including cutting pavers block as per requirement at site. The joint filled with fine sand etc complete as per direction of Engineer-in-charge. |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :4 (1 cement : 4 coarse sand) |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 13 | Cutting of existing MS pipe by mechanical/manual mean and refixing the same pipe at any required angle, including hoisting, welding, finishing all complete as per direction and satisfaction of Engineer-in-Charge.MS pipe of dia 200 mm to 250mm |
| 14 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Please Enable Macros to View BoQ information |
