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| 1 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking anc spreading as directed, manual dewatering, preparing the bed forfoundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M |
| 2 | Excavation for foundation / pipe trenches in hard murum including removing the excavated materia upto a distace of 50 M and lifts as below, stacking anc spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation anc excluding backfilling, etc. complete. (Bd-A2/259) Lift 0 to 1.5 M |
| 3 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation, asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.( BD A -4/259) |
| 4 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimminc and levelling the bed by chiselling where necessary anc removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) Lift 0 to 1.5 M |
| 5 | Removing existing pipe line of the following pipe size stone ware pipes/R.C.C. pipes excluding cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer-in-charge with all leads and lifts including cleaning the surfaces etc. complete (200mm |
| 6 | Providing ISI Standard Stone Ware Pipes including all taxes (Central & Local), inspection charges, Railway Freight, Unloading from Railway wagons, loading into trucks, transport to departmental stores, unloading, Stacking, etc.comp. (MJP SDR/2011-201 10-250MM dia. 250mm dia |
| 7 | Lowering, laying and jointing in proper grade and alignment Stone ware pipes withcement joints in C.M.1:1 proportion of following diameters including cost of conveyance from stores to site of work, joining materials, labour giving satisfactory hydra 11-250 mm dia 250 mm dia. |
| 8 | Providing and constructing on Drainage Line B. B. masonary circular manhole concentric cone 0.9 mtrs. dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm thick wall etc. Comp. Rebate-2232/30cm. For 1.50m DepthAnalysed Item |
| 9 | Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion, 20 cm bedding brick masonry in CM 1:4 proportion, 23 cm thick for 2 m depth from top, 35 cm thick for 2 m below it and 45 cm thick for balance depth, RCC slab at top and at 2 m depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion, C.C. 1:2:4 finishing channels in smooth rendering, providing C.I. Dapuri type steps each weighing 5.5 kg, providing and fixing S.F.R.C. frame and cover of 56 cm dia at top including cost of all materials and labour, etc. complete. (1.00 m dia x 3 m depth) (Rebate 5795) for every decrease in depth of 50 cm or part thereof |
| 10 | Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover) including cost of all materials and labour, etc. complete. |
| 11 | Providing Steel Fiber Reinforced Concrete (SFRC) Frame, Cover Heavy Duty/ Medium Duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxces etc. complete as directed by engineer in charge. (540mm Dia.) |
| 12 | Refilling the trenches available excavated stuff with soft material. first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 13 | Desilting the Supply Well, Intake Well /Head Works, Sump of water supply/sewerage works etc. in wet or dry condition including lifts upto 9 Mandlead upto150Mas required beyond the work site, stacking, spreading, including necessary guardi ng, etc.complete, as directed by Engineer-in-charge. |
| 14 | Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of 3.0 km including andstacking etc. complete |
| 15 | Add Royalty Charges etc comp. Please Enable Macros to View BoQ information |
