|
| 1 | Shifting of water pipe line. |
| 2 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer ‐in ‐charge. |
| 3 | Ordinary soil |
| 4 | Mixed soil with Kankar |
| 5 | Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer ‐in ‐ charge. |
| 6 | 200 mm dia K‐9 |
| 7 | 200 mm dia K‐7 |
| 8 | Supply of following sizes pipes for ditribution system conforming to latest/relevant I.S 4984/1995 Specification with all jointing materials and specials conforming to leatest.Relevent I.S specifications including F.O.R. Destination and all taxes and insurance etc. with loading unloading and carting up to site of work also including specials for these pipes and lowerring them into the trenches and laying true to alignment and gradient and jointing etc.complete ( including testing of pipe lines and cutting of pipes for making up the lenght but excluding the cost of trenches all complete as per instructions of Engineer -in-Charge. |
| 9 | 90 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 10 | 63 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 11 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 12 | Supply and carting up to site of work of the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer ‐in ‐charge. |
| 13 | Sluice valve ‐200 mm dia |
| 14 | Sluice valve ‐150 mm dia |
| 15 | Sluice valve ‐80 mm dia |
| 16 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer ‐in ‐charge. |
| 17 | Sluice valve chamber ( masonry type )dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm |
| 18 | Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer ‐in ‐charge. ( casing of pipe is done by concreting) |
| 19 | Nala/Culvert Crossing ( width ‐3.5 m) up to dia 300 mm |
| 20 | Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe ( 20 mm) ( below ground) including specials, saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 ( excluding road restoration) Please Enable Macros to View BoQ information |
