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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | 1) Providing Pipeline at Shivarwasti (Fadtari) Tal:- Malshiras |
| 3 | Excavation for foundation/pipe trenches in earth, soils, of all types sand, gravel, and murum, including removing the excavated material up to a distance of 50 m and ll as below stacking and spreading, as directed normal dewatering, preparing the ed for foundation and Excluding back filling etc.complete (MJP D.S.R. 2020-21 Hem No.1 Page No 42) |
| 4 | Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m and lifts as below stacking and spreading directed by Engineer-In-Charge, normal dewatering preparing the bed for foundation and excluding back filling, etc.complete. (MJP D.S.R. 2021-22 Item |
| 5 | Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below Stacking as directed by Engineer-In-Charge normal dewatering, preparing the bed for foundation and excluding back filling, etc. Complete (MJP D.S.R. 2021-22 Item No.5Page No 42) |
| 6 | Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below normal dewatering excluding backfilling etc. Complete(MJP D.S.R. 2021-22 Item No.6 Page No 42) |
| 7 | Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ramming and compaction etc complete(M.JP D.S.R. 2021-22 Item No.15Page No |
| 8 | 90 mm Dia.4 Kg/cm2. |
| 9 | 90 mm Dia. 4 Kg/cm2. |
| 10 | Refilling the trenchs with available excavated Stuff with soft matarial first ovre pipeline and then hard material in 15 cm layer with all leads and lift inciuding consool surcharging etc |
| 11 | GST18% |
| 12 | 2) Providing Pipeline at Shivarwasti (Fadtari) Tal:- Malshiras (Z P School ) |
| 13 | Excavation fhe finendation/pepe shes in curth of all types and grand women, inching uring the excavated material up in a dinner of 50 till as below stacking and spreading, as directed normal dewatering, preparing the bed for foundation and Eincluding hacking complet (MJP DAR 2020-21 |
| 14 | Excavation for foundation/pipe trenches in Hard Muruin nuding removing the excavated material up to a distanor of 50 m and lifts as below stacking and spreading as directed by Engineer-In-Charge, normal dewatering preparing the bed for Foundation and excluding hack filling, cic complete. (MJP D.S.R. 2011-22 Item No.1 Page No 42) |
| 15 | Excavation for foundation pipe trenches in soft rock and old cement and Lime masonry foundation asphalt rood Including removing the excavated material up to a lead of 50 m beyond the lift us below Stacking as directed by Engineer-In-Charge normal dewatering, preparing the bed for foundation and excluding back filling, etc. Complete (MIP D.S.R. 2021-22 Item No.5Page No 42) |
| 16 | Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in mensurable heaps within a distance of 50 m from the area and lift as below normal dewatering excluding backfilling etc. |
| 17 | Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ramming and compaction etc complete(M.JP D.S.R. 2021-22 Item No.15Page No |
| 18 | 90 mm Dia.4 Kg/cm2. |
| 19 | 90 mm Dia.4 Kg/cm2. |
| 20 | 90 mm Dia.4 Kg/cm2. |
| 21 | 90 mm Dia.4 Kg/cm2. |
| 22 | Refilling the trenchs with available excavated Stuff with soft matarial first ovre pipeline and then hard material in 15 cm layer with all leads and lift inciuding consool surcharging etc |
| 23 | GST18% Please Enable Macros to View BoQ information |
