|
| 1 | Supply & Fix MS specials heavy duty such as bends (any type, radius and angle) tapers any type, straight, bend, increasing, decreasing or double socket etc.) tee pieces single branch, \\"Y\\" junction, double branch, cross (all sockets or sockets and spigot) collars, caps and plugs etc all as specified and directed. |
| 2 | Supply and fixing MS Pipe heavy duty complete with necessary cutting/ welding bending etc as required for site of following bore size complete all as specified and directed by Engineer-in-Charge. |
| 3 | 250 mm dia bore MS pipe, wall thickness 5mm, conforming to IS:3589 Gr 330 |
| 4 | 200 mm dia bore MS pipe, wall thickness 5mm, conforming to IS:3589 Gr 330 |
| 5 | 150 mm dia bore MS pipe Heavy (Class C) conforming to IS:1239 Part-I (2004) |
| 6 | Supply and fix in replacement sluice valve of following sizes, cast iron body, PN-1.6 with flanged ends drilled at both ends, confirming to IS-14846, ISI marked , having brass spindle with iron wheel at top, with nuts, bolts, washers, rubber gasket etc complete all as specified and directed. Make Kirloakar/Leader/Upadhyay |
| 7 | 250 mm dia |
| 8 | 200 mm dia |
| 9 | Supply and fix in replacement cast iron non return valve of following sizes flanged type with by pass arrangement confirming to IS : 5312 Part-I calss PN 1.6 including nut, bolts, washer, gasket and welding work complete all as specified and directed. Make Kirloakar/Leader/Upadhyay |
| 10 | 250 mm dia |
| 11 | 200 mm dia |
| 12 | M&L for Mild steel Framed work such as grills, gratings, motor pump frame with suitable angle channel, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors, ladders, framed balusters, walk ways, ailings, framework of water tanks, or into the water river in any depth and similar work complete including necessary welding,fastening as required conforming to Fe.290.Gde-E-165, complete, all as specified and directed. |
| 13 | M & L for cleaning and removing of wild grass, soil, muds and wastage from valve chamber of any size exc 1.5m & n.exc 2.5m depth all as specified and directed. |
| 14 | M&L for earthing complete with galvanised steel earth plate 600 x 600 x 6 mm size burried directly in ground vertically (earth pit not less than 2.50 M deep below normal ground level) with top edge of the plate not less than 1.75M below normal ground level, connected to and including galvanised strip 32x6mm fixed by means of bolts, nuts, check nuts and washer of galvanised iron or steel, all as shown in electrical plate No 3 of MES SSR 2009 Part-I connected to earthing test point all as specified or indicated including testing and providing 40 mm bore GI light grade protection pipe from top edge of the plate, earth plate surrounded by 150mm thick alternate layer of charcoal dust mixed with common salt, 20mm bore medium grade GI watering pipe, PCC pit in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate). Internal surface of concrete shall be given 10mm thick plaster in cement mortar (1:4), 50mm thick cover of RCC 1:2:4 type B-1, reinforced with 8mm dia TMT bars at 80mm C/C both ways GI mesh, GI sheet funnel, including necessary excavation in soft/loose soil, returning filling in, including leveling, watering and well ramming and removal of surplus soil etc complete all as specified and directed |
| 15 | M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required galvanised iron strip 32 x 6 mm complete all as specified and directed. |
| 16 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in coping , bed plates, kerbs etc including necessary formwork, concrete exposed surface shall be finished even and fair without using extra cement complete all as specified and directed. |
| 17 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping above ground levels , bed plates, kerbs etc including necessary formwork, concrete exposed surface shall be finished even and fair without using extra cement complete all as specified and directed. |
| 18 | M&L for PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) including necessary formwork exposed surface finished even and fair without using extra cement complete all as specified and directed. Please Enable Macros to View BoQ information |
| 19 | M&L for PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) including necessary formwork exposed surface finished even and fair without using extra cement complete all as specified and directed. Please Enable Macros to View BoQ information |
