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| 1 | Dismantling of flexible pavements and bituminous road disposal of dismantled materials upto a lead of 03 km , stacking serviceable and unserviceable materials separately as per technical specification clause 202 - By mechanical means. |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 03 km, stacking serviceable and unserviceable materials separately. |
| 3 | Excavation of earth for Pipe line in soil mixed with shingle , bajri, and boulder strata lift up to 1.5 m and lead up to 30 m including reffiling, waterring , ramming if Excavated earth into the trenches and removal of surplus earth upto distance of 01 km from trenches including supply of labour T & P etc. all complete . |
| 4 | Providing of all materials Carting from site store to site of work Lowering into trenches with true to alingment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipe Conferming to IS:8329/2000 including supply of \\"EPDM\\"rubb er gaskets confirming to IS:5382-2018 with testing of pipe line complete. |
| 5 | 350 mm |
| 6 | 300 mm |
| 7 | 200 mm |
| 8 | Providing & laying of D.I. specials of class K-12 suitable for push on joint as per IS specification 9523-2000 |
| 9 | Supplying & Fixing Of Following Size Of Valve Including Carting The Same Upto site Of work and Fixing The Same in water supply lines including cost of valve,specials labour and T&p Complete in all respect but excluding the cost of earth work and construction of chamber (Kirloskar or equivalent) |
| 10 | D.I. Sluice/ Gate Valve, Pressure PN 1.6 350 mm dia |
| 11 | D.I. Sluice/ Gate Valve, Pressure PN 1.6 300 mm dia |
| 12 | D.I. Sluice/ Gate Valve, Pressure PN 1.6 200 mm dia |
| 13 | C.I. D/F Non Return Valves 200 mm dia |
| 14 | 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves. |
| 15 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Please Enable Macros to View BoQ information |
