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| 1 | Subwork No 1 Pumping MachineryItem NO 1 Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ±10%, 3 Ph, 50 Hz A.C. Supply,with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.10 HP |
| 2 | Item NO 2 Supplying, erecting, testing and commissioning of automatic control panel for three phase, 415 V, A.C. supply submersible/centrifugal pump set for 30 HP consisting of D.O.L. starter having relay range 30-50 A, S.P.P., combined ammeter/voltmeter, phase indicating lamp enclosed in CRCA powder coated vibration proof enclosure with IP54 protection with single phasing, phase reversal, phase imbalance, etc. 10HP |
| 3 | Item NO 3 Providing earthing with copper earth plate size 30x30x0.315 cm complete with all materials, testing & recording the results as per specification no. EA-EP etc complete. |
| 4 | Item NO 4 Supplying, erecting & terminating FR XLPE insulated, galvanised steel wire armoured (round) cable 1100 V, 3 core 25 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU3 Core 10 sqmm |
| 5 | 3 Core 16 sqmm |
| 6 | Item NO 5 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984).80 mm (Without by pass arrangement -PN -1) |
| 7 | 100 mm (Without by pass arrangement -PN -1) |
| 8 | Item NO 6 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)80 mm (Without by pass arrangement -PN -1) |
| 9 | 100 mm (Without by pass arrangement -PN -1) |
| 10 | Subwork No 2 ESR RepairItem No 1 Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per I.S. codes.For Old Surface-Two Coats. |
| 11 | Item No 2 Providing and applying one coat of gamma coating or equivalent such as Dr.Bake, Krishna Conchem, Asian Paint, Atul Limited, Burger Paint, epoxy primer 50 to 60 microns thick and covering two coats of gamma coatings or equivalent such as Dr. Bake, Krishna Conchem, Asian Paint, Atul Limited, Burger Paints 30 microns thick each to new M.S. pipes and structural steel or concrete surface including repainting the surface by finishing by solvent degreasing and de-rusting by applying chemical method and scaffolding if necessary, etc. complete as per manufacturer's specifications. |
| 12 | Subwork No 3 DistributionItem No 1 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS4984/14151/ 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread/ insert joint/ quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials including transportation and freight charges, inspection charges, loading / unloading charges conveyance to the departmental stores&stacking the same in closed shadeduly protecting from sunrays&rains, excluding GST levied by GI GOM in all respect etc.complete.)90 mm dia HDPE PN 8 Pipes |
| 13 | 75 mm dia HDPE PN 8 Pipes |
| 14 | 63 mm dia HDPE PN 8 Pipes |
| 15 | Item No 2 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.Without by pass arrangement -PN -165 mm - PN -1 |
| 16 | 80 mm - PN -1 |
| 17 | 100 mm - PN -1 |
| 18 | Item No 3 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-A1/259) |
| 19 | Item No 4 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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 backfilling, etc. complete. (Bd-A-2/259) |
| 20 | Item No 5 Excavation for foundation /pipe trenches in Hard murum and boulders,W.B.M. 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. |
| 21 | 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 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A4/259) |
| 22 | Item No 7 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259 |
| 23 | Item No 8 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 24 | Item No 9 Lowering,Laying and Jointing H.D.P.E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours asdirected by engineer in charge as per IS-7634 Part II.90 mm dia HDPE PN 8 Pipes |
| 25 | 75 mm dia HDPE PN 8 Pipes |
| 26 | 63 mm dia HDPE PN 8 Pipes |
| 27 | Item No 10 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)65 mm - PN -1 |
| 28 | 80 mm - PN -1 |
| 29 | 100mm - PN -1 |
| 30 | Item No11 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 31 | Item No12Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover. |
| 32 | Item No 13 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. Please Enable Macros to View BoQ information |
