Aurangabad Municipal Corporation has published Providing Supplying Lowering Laying And Jointing 80 Mm Dia G . I . Pipe Line In Ward No . 43 Mujeeb Colony Galli No . 1. Submission Date for this Tender is 27-10-2020. Passenger Lift Tenders in TOWN HALL AURANGABAD Maharashtra. Bidders can get complete Tender details and download the document.
NAME OF WORK : Providing supplying lowering laying and jointing 80 mm dia G.I. pipe line in ward no.43 Mujeeb colony Galli no. 1 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Excavation for foundation/pipe trenches in earth, soils of all ltypes, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding back filling etc complete (Bd-A-1/259) Lift 0 to 1.5 M MJP/DSR/2018-2019/ Page No.34 I.no. 1 | 1 | 150 | m3 |
2 | 2 | Excavation for foundation/pipe trenches in hard murum and boulders, W.B.MN. Road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete ( Bd-A-3/259) Lift 0 to 1.5 M MJP/DSR/2018-2019 Page No.:33 Item no.:3 | 2 | 75 | m3 |
3 | 3 | Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond the are 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) Lift 0 to 1.5 M MJP/DSR/2018-2019/ Page No.34 I.no. 5 | 3 | 60 | m3 |
4 | 4 | Excavation for foundation / pipe line trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc comp. Lift 0 to 1.50 M MJP/DSR/2016-2017/ Page No.35 I.No.7 | 4 | 45 | m3 |
5 | 5 | Providing supplying lowering laying and jointing ISI mark G.I.pipes of following class and dia etc complete | 5 | 0.001 | Nos |
6 | 6 | 50 mm dia G.I.pipe | 6 | 300 | Nos |
7 | 7 | Lowering laying and jointing ISI mark G.I. pipe line etc complete | 7 | 0.001 | rmt |
8 | 8 | 50 mm dia G.I.pipe | 8 | 300 | rmt |
9 | 9 | Refilling the trenches with 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 | 9 | 330 | m3 |
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