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| 1 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 (Class B ) |
| 2 | 80 mm dia |
| 3 | 100 mm dia |
| 4 | 150 mm dia |
| 5 | 250 mm dia |
| 6 | 300 mm dia |
| 7 | Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes. |
| 8 | 80 mm dia |
| 9 | 100 mm dia |
| 10 | 150 mm dia |
| 11 | 250 mm dia |
| 12 | 300 mm dia |
| 13 | Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts. |
| 14 | Double Socket Branch Flange Tee |
| 15 | 80 x 80 x 80mm |
| 16 | 100 x 100 x 100mm |
| 17 | 150 x 150 x 150mm |
| 18 | 250 x 250 x 250mm |
| 19 | 300 x 300 x 300mm |
| 20 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 21 | Mechanical Compression Collar Coupling |
| 22 | 80 mm dia |
| 23 | 100 mm dia |
| 24 | 150 mm dia |
| 25 | 250 mm dia |
| 26 | 300 mm dia |
| 27 | Flanged Socket Tail piece ( Flanged Adaptors) |
| 28 | 80 mm dia |
| 29 | 100 mm dia |
| 30 | 150 mm dia |
| 31 | 250 mm dia |
| 32 | 300 mm dia |
| 33 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. single large orifice air valve(fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B) |
| 34 | Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the Engineer in-charge. |
| 35 | 80 mm dia |
| 36 | 100 mm dia |
| 37 | 150 mm dia |
| 38 | 250 mm dia |
| 39 | 300 mm dia |
| 40 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I |
| 41 | 80 mm dia |
| 42 | 100 mm dia |
| 43 | 150 mm dia |
| 44 | 250 mm dia |
| 45 | 300 mm dia |
| 46 | Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mm, complete, as directed by the Engineer in-charge, of following sizes. |
| 47 | Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm, 120 mm 150 mm and 200mm dia with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 48 | with C.I. cover and frame 600mm x600mm weighing not less than 250 kgs in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 49 | Construction of masonry chamber 120x120x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar1:4 ( 1 cement : 4 coarse sand) for sluice valve size beyond 200mm dia with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 50 | with C.I. cover and frame 600mm x600mm weighing not less than 250 kgs in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) Please Enable Macros to View BoQ information |
