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| 1 | Dismantling of Road 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 50 m, stacking serviceable |
| 2 | Excavation in Pipe Line TrenchesExcavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trench |
| 3 | Road Reinstamtment Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type CC (1:2:4), coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 |
| 4 | PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN)Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I pipes confirming to IS : 1239 (PART-1) including supply of all jointing materials like specials, white lead, hemp and oil etc in trenches with its cutting, threa Heavy Duty (Class 'C') :100mm Supplying |
| 5 | Laying & Jointing |
| 6 | Valves & Valve Chambers (DISTRIBUTION MAIN) 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 D.I. Sluice/ Gate Valve, Pressure PN 1.6 100 mm dia |
| 7 | 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. |
| 8 | Fire Hydrant Providing & Fixing Fire Hydrant Valve (Stand Post Type) Confirming to IS: 5290 (Flanged)in position including all material, labourer, T&P etc complete. |
| 9 | Same as above item for 65 or 80 mm sized Flanged type Air valve or Fire Hydrant over existing flanged tee, including the cost of nut & bolts and packing but excluding cost of earth work and cost of air valve. P/F Fire Hydrant Valve Confirming to IS: 5290 |
| 10 | Valves, Fire Hydrants, Rubber Gaskets C.I. D/F Sluice Valves Confirming to IS: 14846-2000 |
| 11 | Reparing and renovation of existing Fire Hydrant @40% cost of new Fire Hydrant. (If existing Fire Hydrant get failed after rejuvenation work then only new Fire Hydrant will be constructed but in case of sucessfullness only repareing of existing Fire Hydrant will be done. |
| 12 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded tone aggregate 20 mm nominal size), including 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. Please Enable Macros to View BoQ information |
