|
| 1 | 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 and unserviceable materials separately |
| 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 trenches or in to the plinth. |
| 3 | 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 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 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 including supply of \\"EPDM\\"rubb er gaskets confirming to IS:5382-1985 with testing of pipe line complete.D.I/PIPE CONFORMING TO IS:8329/2000 D.I.Pipe S&S K-7 200MM Dia |
| 5 | 250MM Dia |
| 6 | 300MM Dia |
| 7 | 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, threading and testing of pipe line etc complete. Medium Class: 50 mm dia pipe Supply |
| 8 | Laying & Jointing |
| 9 | 80 mm dia pipe Supply |
| 10 | Laying & Jointing |
| 11 | 100 mm dia pipe Supply |
| 12 | Laying & Jointing |
| 13 | 150 mm dia pipe Supply |
| 14 | Laying & Jointing |
| 15 | 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 1.6 300 mm dia |
| 16 | 250 mm dia |
| 17 | 200 mm dia |
| 18 | 150 mm dia |
| 19 | 125 mm dia |
| 20 | 100 mm dia |
| 21 | 80 mm dia |
| 22 | 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. |
| 23 | House Hold Connection Including Material,Labour Complete. |
| 24 | Inter Connection Including Material,Labour Complete. 250mm x 200mm |
| 25 | 200mm x 100mm |
| 26 | 150mm x 150mm |
| 27 | 150mm x 100mm |
| 28 | 100mm x 100mm |
| 29 | 100mm x 80mm |
| 30 | PWD Bituminous Road Cutting Charges Please Enable Macros to View BoQ information |
