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| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 2 | Bituminous courses |
| 3 | Dismantling of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 4 | CC road |
| 5 | Tile road |
| 6 | Excavation in soil mixed with single boulder etc requirement the use of specials T&P, if any for pipeline trenches including lift up to 1.5m and lead upto 30m with back filling , watering , ramming of excavation earth in the trenches. |
| 7 | Providing of all material, carting from site of work, lowering into trenches with true to alignment, laying and jointing of full length of S&S centrifugally cast ductile iron pipe of D.I. Pipe class K-9 Dia 150 mm confirming to IS 8329:2000 including supply of 'EPM rubber gasket with confirming to IS 5382:2018 testing of pipe line complete. |
| 8 | Proving and laying of DI specials Class K-12 suitable for Push on joint as per IS 9323 : 2000 |
| 9 | Sukhi nadi Crossing |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Supplyg and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves specials ,labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. |
| 13 | CI D/F Sluice Valve confirming to IS 14846-2000 (Kirloskar or equivalent) 150mm |
| 14 | CI D/F Non Return Valve 150mm (Kirloskar or equivalent) |
| 15 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 16 | Reinstatement of following type of road surface after laying of pipeline. |
| 17 | C.C Road 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size |
| 18 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. Tile road (80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern) Please Enable Macros to View BoQ information |
