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| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of pipes, cables, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed |
| 3 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed |
| 4 | Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches complete all as specified for 50 mm dia bore complete all as specified and directed |
| 5 | All as per item serl No 04 here-in-before but for 25 mm dia bore complete all as specified and directed |
| 6 | All as per item serl No 04 here-in-before but for 20 mm dia bore complete all as specified and directed |
| 7 | Supply and fixing , CPVC Ball Valve outer diameter 20 mm screwed both ends or flanged both ends including taking out existing un serviceable gate valve complete all as specified and directed |
| 8 | All as per item serl No 07 here-in-before but outer diameter 25 mm complete all as specified and directed |
| 9 | All as per item serl No 07 here-in-before but outer diameter 50 mm complete all as specified and directed |
| 10 | Material and labour for PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate for supporting of CI/GI pipes, header etc complete all as specified and directed |
| 11 | Cutting bituminous road/ PCC path way/or any other indicated direction , not exceeding to a width of 0.5 mtr and not exceeding to a depth of 0.5 mtr, laying pipe for UG Cable protection and refilling with the excavated material, watering and well ramming in layers and finishing with 1:3:6 PCC up to a thickness of 100 mm, removing the surplus material away from the site, complete all as specified and directed |
| 12 | Material and labour for construction of one brick massonary valve pit built in cement mortar 1:6 of size 90cm x 90 cm x 105 cm (internal diamension) over 15 cm thick PCC 1:3:6 type C2 sub base extended alround 15 cm beyond external edge of brick work including plastering 15 mm thick in cement mortar 1:4 internally and flush pointing to brick wall surfaces externally as work proceeds complete with MS Sheet cover 10 SWG with handle, angle iron frame 40mm x 40mm x 6mm (grouting with anchor fastionors length not less than 15 cm - 04 Nos) Locking arrangement and painting complete all as specified and directed. (Rate quoted by the tenderer shall deemed to be included the cost of excavation and earth work). Please Enable Macros to View BoQ information |
