Directorate Of Municipal Administration-DMA has published Proposed Utility Crossing At Jamdar Road By Box Proposed Utility Crossing At Jamdar Road By Box Pushing Method Under Nira Left Bank Canal For Baramati Municipal Council, Baramati, Dist.- Pune. ( Third Call ) . Submission Date for this Tender is 20-06-2022. Canal Construction Tenders in baramati Maharashtra. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
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 and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) (MJP DSR P.No.42, It.No.1) a) Lift 0 to 1.50m |
2 | b) Lift 1.50 to 3.00m |
3 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).(MJP DSR P.No.151 It.No.1 I (ii)) 610 mm (O.D.) 6.4mm Thk. |
4 | Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes. (MJP DSR P.No.63 It.No.14 b) 500 mm to 1000 mm dia MS pipe |
5 | 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. (MJP DSR P.No.45 It.No.15) |
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