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| 1 | Item no1:- Excavation for foundation / pipe trenches in hard murum and boulders including removing the excavated material upto a distance of 50m and lifts as below stacking and spreading as directed normal dewatering preparing the bed for foundation and excluding backfilling etc. complete. Lift 0.0 to 1.50 m |
| 2 | Item no 2:- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50m and lifts as below stacking and spreading as directed normal dewatering preparing the bed for foundation and excluding backfilling etc. complete. Lift 1.5 to 3.0 m |
| 3 | Lift 3.0 to 4.50 m |
| 4 | Lift 4.50 to 6.0 m |
| 5 | Lift 6.00 to 7.50 m |
| 6 | Item no 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. Lift 7.50 to 9.0 m |
| 7 | Lift 9.00 to 10.50 m |
| 8 | Lift 10.50 to 12.00 m |
| 9 | Item no 4) Dewatring the excavated trenches and pools of water in the building trenches / pipeline trenches will works by using pumps and other devices including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinery labour fuel ) etc. complete. |
| 10 | Item no 5) Providing and laying in situ following grades of CC M-15of trap metal for foundation and bedding including dewatering form work compacting and curing finishing etc. complete |
| 11 | Item no 6) Providing and laying in situ following grades of CC of trap metal for foundation and bedding including dewatering form work compacting and curing finishing etc. complete. A) RCC M 250 For Beam |
| 12 | B) RCC M 250 For Pardi. |
| 13 | Item no 7) Providing and fixing in position H.Y.S.D. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintel, pardies, coping, fins, arches etc. as per detailed designs drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporting as required complete. |
| 14 | Item no 8) Refilling the treanches with acailable excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete. |
| 15 | Item no 9) Providing and fixing in proper position PVC pipe 80 mm dia of ISI mark as a weep holes with proper slopes as directed etc. |
| 16 | Item no 10) Providing dry trap rubble stone soling in 15cm to 20cm thick layers including hand packing and compacting royalty charges etc. complete |
| 17 | Item no11) Desilting the supply well,intake well/ head work ,sump of water supply etc in wet or dry condition including as required beyond the work site …etc com. MJP DSR 2022-23 I/P 13/45 +10% |
| 18 | Item no 1) Drilling holles in hard rock of 25cm dia and 60cm deep size etc complete. |
| 19 | Item no 2) Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50m and lifts as below stacking and spreading as directed normal dewatering preparing the bed for foundation and excluding backfilling etc. complete. Lift 0 to 1.5 M |
| 20 | Item no 2) Excavation for foundation / pipe trenches in hard rock concret road by chissling wedding line drilling by mechaniacl means other than blastilg including trimming and levelling the ved by chiseling where necessary and remocing the excavated material and stacking it in measurable heaps within a distance of 50m from the area and lifts as below normal dewatering excluding backfilling etc. complete. |
| 21 | Item no 4) Dewatring the excavated trenches and pools of water in the building trenches / pipeline trenches will works by using pumps and other devices including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinery labour fuel ) etc. complete. |
| 22 | Item no 5) Providing and laying in situ following grades of CC M-15of trap metal for foundation and bedding including dewatering form work compacting and curing finishing etc. complete. |
| 23 | Item no 6) Providing and laying in situ following grades of CC of trap metal for foundation and bedding including dewatering form work compacting and curing finishing etc. complete. A) RCC M 250 For Retaningwall |
| 24 | Item no 7) Providing and fixing in position H.Y.S.D. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintel, pardies, coping, fins, arches etc. as per detailed designs drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporting as required complete. |
| 25 | Item no 8) Providing and fixing in proper position PVC pipe 80 mm dia of ISI mark as a weep holes with proper slopes as directed etc. complete. |
| 26 | Item no 9) Providing and fixing marble name board showing details of work etc. complete. |
| 27 | Add 18% GST Charges Please Enable Macros to View BoQ information |
