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Tender For Water Supply Arrangement At Dautpur Taluka Dharashiv District Dharashiv Under 15Th F.C. G.P. Level, Osmanabad-Maharashtra

Rural Development Department has published Tender For Water Supply Arrangement At Dautpur Taluka Dharashiv District Dharashiv Under 15Th F.C. G.P. Level. Submission Date for this Tender is 01-09-2025. Water Supply Project Tenders in Osmanabad Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

50862519
Tender For Water Supply Arrangement At Dautpur Taluka Dharashiv District Dharashiv Under 15Th F.C. G.P. Level
Tender
Indian
Maharashtra
Osmanabad
01-09-2025

Tender Details

Tender For Water Supply Arrangement At Dautpur Taluka Dharashiv District Dharashiv Under 15Th F.C. G.P. Level- 1 Item No.1: Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification No.4985/1988 excluding GST levied by GOI andGOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains includingcost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent)90mm. dia. PVC4 kg/cm2(MJP SSR 23-24 P.No.74 It.No.1 ) 2 Item No.2: Providing and supplying PVC/ G.I. pipes specials 10% of pipe cost 3 Item No.3: Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc complete.100mm. dia. CIDF Sluice Valve (MJP SSR 23-24 P.No.145 It.No.2-a) 4 Item No.4: Excavation for foundation / pipe trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. and lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.0.00 to 1.50(MJP SSR 23-24 P.No.37 It.No.1 ) 5 Item No.5: Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50m. beyond area and lifts as below, stacking spreading as directed by Engineer in charge normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.(MJP SSR 23-24 P.No.37 It.No.2) 6 Item No.6: 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 50 meters 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 back filling etc. complete.(MJP SSR 23-24 P.No.37 It.No.5) 7 Item No.7: Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm. to 20cm. layers including watering and compaction, etc. complete. (Bd-A-10/263) (MJP SSR 23-24 P.No.41 It.No.16 ) 8 Item No.8: Lowering and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraulic testing as per IS Code etc. complete (with cement solvent joint/ ring fit joint working pressure 4 kg/sqm.) 90mm. dia. PVC4 kg/cm2(MJP SSR 23-24 P.No.78 It.No.4) 9 Item No.9: Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc. complete either underground or in vertical position as directed by Engineer in charge100mm. dia. CIDF Sluice Valve(MJP SSR23-24 P.No.148 It.No.4 ) 10 Item No.10: Providing and constructing B.B. masonry valve chamber with 15cm. thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M.1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer in charge Note: Wall thickness: 0.23 M. for depth of 1.2 M. and 0.35 M. for balance depth exceeding 1.2 M.As above of 90 x 60cm. internal size and depth upto 1.2 M. with(MJP SSR 2023-24 P.No.283 It.No.1) 11 Item No.11: Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm. layers with all leads and lifts including consolidation surcharging etc. complete (MJP SSR 23-24 P.No.40 It.No.15)

Key Value

Document Fees
INR 100 /-
Tender Value
INR 1.27 Lakhs /-
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