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| 1 | Excavation for foundation/pipe tranches in earth, soils of all types, sand, grvael and soft murum, including removing the excavated materials upto a distance of 50 meters and lifts as below, stacking and spreading as directed, manual dewatering preparing the bed for foundation and excluding backfilling, etc complete. |
| 2 | Excavation for pipe trenches in soft rock and old cement & lime masonry foundation asphalt road including removing the excavated material upto a distance 50 M beyond the area and lift as below, stacking and spreading as directed by Engineer-in-charge normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. |
| 3 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. |
| 4 | Removing of following size stone-ware pipes including breaking out joints, sorting out useful material & stacking them as directed by Engineer-in-charge 200mm dia. SWG pipe. |
| 5 | Providing ISI Standard Stoneware pipes including all taxes (central and local), inspection charges, railway freight, unloading from railway wagons, loading into trucks, transprt to departmental stores, unloading, stacking etc. complete. 250 mm dia. SWG Pipe |
| 6 | Lowering laying and jointing in proper grade and alignment Stoneware pipes with cements joints in C.M. (1:1) proporation of following diameters including cost of conveyance from store to site of work jointing material, labour, giving satisfactory hydraulic testing etc. complete 250 mm dia. SWG Pipe. |
| 7 | Providing and constructing on drainage line B.B. Masonry circular manhole, concentric cone 0.90 mtrs. Dia. At bottom and 0.5 mtrs. Dia at top and up to a depth of 1.50 mtrs. With 23 cm thick brick work in C.M.1:6 prop with 12 mm thick cement plaster in 1:4, with smooth rendering,1:2:4 coping & fixing approved make & quality S.F.R.C. Frame & cover of 56 cm dia. etc. including all necessary excavation & 1:5:10 bed cc. etc. all complete as directed by engineer in charge. |
| 8 | Depth=1.50M |
| 9 | Depth=1.20M |
| 10 | Depth=0.90M |
| 11 | Repairing and reconstructing on drainage line B.B Masonary circular manhole concentric cone 0.90M dia at bottom and 0.5M dia at top with 23MM thick brick work in C.M 1:6 prop,with 12mm thick cement plasterin1:4, with smooth rendering 1:2:4 coping including all necessary excavation etc. all complete as directed by engineer in charge. |
| 12 | Providing & Supplying Steel Fiber Reinforced Concrete (SFRC) Frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading, unloading, transporatation, all taxes etc. complete. As directed by Engineer in charge. |
| 13 | Refilling and the trenches with availlabel excavated stiff with soft material first over pipe line and then hard materials in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete. |
| 14 | Desilting the Supply Well, Intake Well/Head works, sump of water supply/sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 1 50 M as required beyond the work site, stacking, sprreading, including necessary guarding, etc. MJP DSR Pg 42 Item 13 A) Add for every additional lift of 1.5 M |
| 15 | Transport of surplus material from work site to any disposal place as directed by Engineer-in-charge with lead of 5.0 km including and stacking etc. complete. Please Enable Macros to View BoQ information |
