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| 1 | Taking out old eixisting 15 mm dia GI pipes lines from trenches/ floors/ roof, after opening/ joints/ unscrewed / connections, complete all as specified and directed.Note: Excavation and earth work shall be measured and paid separately. |
| 2 | All as per item No 1 above but for size of 20 mm dia |
| 3 | All as per item No 1 above but for size of 25 mm dia |
| 4 | All as per item No 1 above but for size of 40 mm dia |
| 5 | All as per item No 1 above but for size of 50 mm dia |
| 6 | Supply & fixing steel water tubing 15 mm dia medium grade conforming to IS 1239 of 1990 for fixing onwall / trenches/underground including tee, bends reducers, unions etc, complete all as specified and directed. |
| 7 | All as per item No 6 above but for size of 20 mm dia |
| 8 | All as per item No 6 above but for size of 25 mm dia |
| 9 | All as per item No 6 above but for size of 40 mm dia |
| 10 | All as per item No 6 above but for size of 50 mm dia |
| 11 | Laying only steel water tubing 25 mm dia medium grade for fixing onwall / trenches/underground, complete all as specified and directed.Note: Excavation and earth work shall be measured and paid separately. |
| 12 | All as per item No 11 above but for size of 40 mm dia |
| 13 | All as per item No 11 above but for size of 50 mm dia |
| 14 | Taking up or down DI pipeline 350mm dia class K7 including connections from trenches/ underground, after opening/ joints/ unscrewed / connections, complete all as specified and directed.Note: Excavation and earth work shall be measured and paid separately |
| 15 | Supply and laying DI pipeline 350mm dia class K7 conforming to IS 8329/2000 including EPDM rubber gasket conforming IS:5382 of bulb type-2 as per IS:53821 underground, complete all as specified and directed. |
| 16 | Supply & fixing, in repairs, Gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-(a) 15mm bore |
| 17 | (b) 20mm bore |
| 18 | (c) 25mm bore |
| 19 | (d) 40mm bore |
| 20 | (e) 50mm bore |
| 21 | Taking out old existing clamps joints of any size, complete all as specified and directed. |
| 22 | Supply & fixing clamps suitable for CI/DI pipe of size 80mm to 300 mm dia of size 32mm x 3 mm including welding 20 mm dia socket and provision of gasket/ rubber sheet for branch connection, complete all as specified and directed. Note: Necessary excavation earth work and returning filling shall be included in above quated rate. |
| 23 | Material & labour for stopping leakage of GI/ CI pipe line of 50 mm dia including provision of lead wool joint ,run lead joint and spunyarn, complete all as specified and directed.Note: Necessary excavation earth work and returning filling shall be included in above quated rate. |
| 24 | All as per item No 23 above but for size of 80 mm dia |
| 25 | All as per item No 23 above but for size of 150/200 mm dia |
| 26 | All as per item No 23 above but for size of 300 mm dia |
| 27 | Supply & fix in repair CI detachable joint (D-Joint) along with rings suitable for following pipe sizes:Note: Necessary excavation earth work and returning filling shall be included in above quated rate.(a) 80mm bore dia |
| 28 | 100 mm bore dia |
| 29 | 150 mm bore dia |
| 30 | 200 mm bore dia |
| 31 | 300 mm bore dia |
| 32 | Supply & fix in repair mechancial joint collar (MJ collar) suitable for 350mm dia DI pipe all as specified.Note: Necessary excavation earth work and returning filling shall be included in above quated rate. |
| 33 | Excavation in trenches in hard/dense soil not exc 1.5 mtr wide and not exc 1.5 mtr depth including getting out forming bottom surface to required for laying of GI/CI pipe of any type and any size including valve pit chamber etc, complete all as specified and directed. |
| 34 | Returning, filling in any type of soil including spreading, levelling, watering and well ramming in layers not exc 25 cm above the ground level, complete all as specified and directed. |
| 35 | Removing the excavated materials not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point, complete all as specified and directed. |
| 36 | Demolition of existing valve pit and M&L for construction of valve pit consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 3mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc. complete all as specified and directed for the following sizes:-(a) 900mm x 900mm x 1000mm |
| 37 | NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs 37528.00/- ] Please Enable Macros to View BoQ information |
