Rural Development Department has published Providing, Erecting And Constructing Reverse Osmosis System And Other Necessary Arrangement. At- Bramhngaon Tah Chimur District Chandrapur. Submission Date for this Tender is 03-02-2020. Reverse Osmosis Plant Tenders in Chimur Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Providing,Errecting and Constructing R.O. system and other neccesary arrangement. At- BRAMHNGAON TAH CHIMUR DISTRICT CHANDRAPUR | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub Work No. 1 :- R.O. / UF System Providing, supplying errecting & giving test of fully automatic R.O. system 1000 LPH. With Raw Water Tank 5000 Lit. - 1 No., Filter Water Tank 2000 Lit, 1 No. All Plumbing material required for installation of R.O. Plant including all Electric fittings, Water ATM Machine, Water Dispensing ATM card System, including two outlet taps with bypass valves arrangment to outlet chilled water & treated water seperatly, providing sock pit for waste water of size 1.2x0.90x1.75 m. clear inside, B.B.M wall 0.23m. wall filling shrouding materials as dolomite 0.30m, sand 0.30m, bebbles 0.30m & brick bats 0.30m in layers with RCC cover, C.C. plaster two coats and at bottom open to the soil including 3 years maintenance & repairs etc. all labour and materialand as directed by Engineer-in-charge | 1 | No. | |
| 2 | 2 | Sub Work No. 2 :- PUF Panel Shade Supply and installation of pebricated 50 mm PUF panel (Wall, 23/37 mm Roof panal withput steel structure double slope type) in PPGI sheet (With Doors = 1 no. and ventilator = 2 No. as per drawing) for maharashtra site ( 4 mtr x 4.5 mtr x 3.4 mtr clear height x 30 mm ) for site of maharashtra. | 1 | No. | |
| 3 | 3 | Sub Work No. 3 :- Providing Constructing Plinth for PUF shade Item No. 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc.\nLift 0.00 to 1.50 M. | 6.91 | Cum | |
| 4 | 4 | Item No. 2Providing and laying in situ following grade of C.C. of trap / granite/ quartzite / gneiss metal for foundation and bedding including form work compacting and curing finishing etc. complete \nPCC M-150 | 0.86 | Cum | |
| 5 | 5 | Item No. 3Providing and laying in situ cement concrete M-15 (1:2:4) of trap / granite/ quartizite / gneiss metal for RCC work in foundation and footing of RCC coloumn, centering formwork etc. complete\n R.C.C. 1:2:4 (M-150) grade | 1.02 | Cum | |
| 6 | 6 | Item No. 4Providing and casting in situ following grade of C.C. of trap / granite/ quartizite / gneiss metal of approved quality for R.C.C. works as per detailed drawing and designs or as directed by Engineer-in-charge including normal dewatering, centering form work compaction finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete (Excluding M.S. bar reinforcement )\n A) R.C.C. M-150 grade Coloumns | 0.13 | Cum | |
| 7 | 7 | B) R.C.C. M-150 Grade Beams | 1.17 | Cum | |
| 8 | 8 | C) R.C.C. M-150 Grade Slabs | 2 | Cum | |
| 9 | 9 | \nItem No. 5 Providing and fixing in position Steel bar reinforcement of various diameters for RCC pile caps, footing foundation coloumn, including bending, binding, hooking, bars supporting etc, complete | 0.43 | MT | |
| 10 | 10 | Item No. 6\nProviding IInd class B.B. masonary with conventional bricks in C.M. of following proportion in super structure including striking out joints, racking out joints, watering and scaffolding etc. complete. In CM 1:5 (As per PWD CSR) | 1.76 | Sqm | |
| 11 | 11 | Item No. 7\nProviding cement plaster for following thickness with appropriate coat in mortor in following proportions without neeru finish to concrete brick, or stone surface in all position including scaffolding and curing etc. complete 20 mm thick in C.M. 1:4 (Outside) | 13.6 | Sqm | |
| 12 | 12 | Item No. 8\nProviding and applying colourwash of approved colour and shade on new surface including scaffolding and brooming down including 2 coats of whitewash as base coat etc. complete | 12.75 | Sqm | |
| 13 | 13 | Item No. 9\nFilling in plinth and floors with concrete murum for bedding in 15 to 20 cm thick layers --- etc. complete | 7.88 | Cum | |
| 14 | 14 | Item No. 10\nProviding dry / trap / granite/ quartzite / gneiss rubble stone coling in 15 to 20 cm thick layers ---- etc. complete | 3.94 | Cum | |
| 15 | 15 | Item No. 11\nRefilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging etc. complete. | 4.9 | Cum | |
| 16 | 16 | Sub Work No. 4 :- Power Supply Arrangement \nProviding single phase power supply arrangement to RO plant site including service cable, meter panal --- etc. complete | 1 | No. | |
| 17 | 17 | Sub Work No. 5 :- Providing ATM RF ID Card \nItem No. 1Water ATM RF ID Cards (as per market rate) | 50 | No. | |
| 18 | 18 | Item No. 2\nProviding and supplying Inverter with 150Ah tubular battry for power supply of ATM machine and lightining arragement in case of power failure……etc | 1 | No. | |
| 19 | 19 | Sub Work No. 6 :- Providing Submersible Pump\n Item No. 1\nProviding, erecting and giving test of 150 mm dia. Submersible Pump sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing to accept entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturer’s design. Antitrust stream lined non-return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps shall be provided along with the pump.\n1.50 BHP Submersible Pump | 1 | No. | |
| 20 | 20 | Item No. 2\nProviding and fixing Cable for Pump | 110 | Rmt | |
| 21 | 21 | Item No. 3\nProviding and laying & Hoisting MDPE Pipe 50 mm --- 8 kg / Cm2 | 70 | Rmt | |
| 22 | 22 | Item No. 4\nProviding, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.\n50mm dia. C.I.D.F. Sluice valve (PN-1.0) | 1 | No. | |
| 23 | 23 | Item No. 5\nProviding, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports\n50 mm dia. C.I.D.F. Refluxe valve (PN-1.0). | 1 | No. | |
| 24 | 24 | Item No. 6\nProviding and supplying CIDF specials etc. complete | 20 | Kg | |
| 25 | 25 | Item No. 7\nSupplying and erecting galvanized cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1.5 m below ground level with 30 kg Charcoal and Salt in alternate layers, Necessary length of double G.I. earth wire 8 SWG connected to plate with cadmium plate, G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia. G.I. pipe 3 m long, remaining portion of G.I. wire from surface of earth to switch gear in PVC pipe upto accessible height duly sealed at both ends by bituminous compound complete to the nearest switch gear with end socket as per direction ------ etc. complete | 1 | No. | |
| 26 | 26 | Item No. 8\nProviding and fixing panel board for submersible pump including starter Amp, Volt meter etc complete. As directed by Engineer-in-charge | 1 | Job |
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