Northern Coalfields Limited-NCL has published Provision Of Solar Pumps For Irrigation Purpose In Chitrangi Tehsil . ( 2 Nos . ) . Submission Date for this Tender is 27-07-2020. Solar Pump Tenders in Tehsil Chitrangi, District Singrauli, M.P. Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Provision of Solar pumps for irrigation purpose in Chitrangi Tehsil. (2 nos.) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part-I | |||
| 2 | 2 | EARTH WORK | |||
| 3 | 2.1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 32.92 | cum | |
| 4 | 2.2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 16.46 | cum | |
| 5 | 3 | CONCRETE WORK | |||
| 6 | 3.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | 5.96 | cum | |
| 7 | 3.2 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 24.48 | sqm | |
| 8 | 4 | REINFORCED CEMENT CONCRETE | |||
| 9 | 4.1 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 10.14 | cum | |
| 10 | 4.2 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 5.84 | cum | |
| 11 | 4.3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 15.64 | cum | |
| 12 | 4.4 | Centering and shuttering including strutting, propping etc. and removal of form for:\nFoundations, footings, bases of columns, etc. for mass concrete | 17.28 | sqm | |
| 13 | 4.5 | Centering and shuttering including strutting, propping etc. and removal of form for:\nSuspended floors, roofs, landings, balconies and access platform | 48.96 | sqm | |
| 14 | 4.6 | Centering and shuttering including strutting, propping etc. and removal of form for:\nLintels, beams, plinth beams, girders, bressumers and cantilevers | 94.92 | sqm | |
| 15 | 4.7 | Centering and shuttering including strutting, propping etc. and removal of form for:\nColumns, Pillars, Piers, Abutments, Posts and Struts | 93.6 | sqm | |
| 16 | 4.8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 3162 | Kg | |
| 17 | 5 | STEEL WORK | |||
| 18 | 5.1 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 92.4 | kg | |
| 19 | 5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces | 5.04 | sqm | |
| 20 | 5.3 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 50 | kg | |
| 21 | 6 | FLOORING | |||
| 22 | 6.1 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 72 | sqm | |
| 23 | 7 | ROOFING | |||
| 24 | 7.1 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG -10 | 53.82 | sqm | |
| 25 | 8 | FINISHING | |||
| 26 | 8.1 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 115.2 | sqm | |
| 27 | 8.2 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | 216.72 | sqm | |
| 28 | 8.3 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 331.92 | sqm | |
| 29 | 8.4 | Lettering with black Japan paint of approved brand and manufacture | 500 | per letter per cm height | |
| 30 | 9 | ROAD WORK | |||
| 31 | 9.1 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 40 | metre | |
| 32 | 10 | WATER SUPPLY | |||
| 33 | 11 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL | |||
| 34 | 11.1 | 25 mm nominal outer dia Pipes | 24 | metre | |
| 35 | 11.2 | 40 mm nominal outer dia Pipes | 80 | metre | |
| 36 | 11.3 | 50 mm nominal outer dia Pipes | 40 | metre | |
| 37 | 12 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | |||
| 38 | 12.1 | 25 mm nominal bore | 10 | each | |
| 39 | 12.2 | 50 mm nominal bore | 4 | each | |
| 40 | 13 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | |||
| 41 | 13.1 | Circular tank | 10000 | per litre | |
| 42 | 14 | RAIN WATER HARVESTING & TUBEWELLS | |||
| 43 | 15 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. | |||
| 44 | 15.1 | All types of soil: 350 mm dia | 60 | metre | |
| 45 | 15.2 | Rocky strata including Boulders: 350 mm dia | 120 | metre | |
| 46 | 16 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. | |||
| 47 | 16.1 | Rocky strata including Boulders: 350 mm dia | 60 | metre | |
| 48 | 17 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. | |||
| 49 | 17.1 | 200 mm nominal size dia | 120 | metre | |
| 50 | 18 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | |||
| 51 | 18.1 | 200 mm nominal size dia | 120 | metre | |
| 52 | 19 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 15.6 | cum | |
| 53 | 20 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer- in-charge. | 2 | each | |
| 54 | 21 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | 80 | hour | |
| 55 | 22 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: | |||
| 56 | 22.1 | 200 mm dia | 2 | each | |
| 57 | 23 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. | |||
| 58 | 23.1 | 200 mm clamp | 4 | each | |
| 59 | 24 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). | |||
| 60 | 24.1 | 200 mm dia | 2 | each | |
| 61 | 25 | Part II | |||
| 62 | 26 | Brick work with (non modular) FALG bricks conforming to IS:12894, of class designation 7.5 average compressive strength etc. complete in all respect in foundation and plinth in: | |||
| 63 | 26.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.24 | cum | |
| 64 | 27 | Brick work with (non modular) FALG bricks conforming to IS:12894, of class designation 7.5 average compressive strength etc. complete in all respect in superstructure above plinth level up to floor V level in all shapes and sizes in: | |||
| 65 | 27.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 14.9 | cum | |
| 66 | 28 | Part III | |||
| 67 | 29 | Supplying, Installation, testing and commisioning of AC Solar Photovoltaic (SPV) Water Pumping Systems consisting of PV Array,High quality Submersible pump set, MPPT (Maximum Powe point Trackle), Inverter for A. C. Motors, Electonic Protections, Interconnect Cables and On-Off swicth etc as per MNRE specifications for SPV Water Pumping system 2015-16 - Model IV and as per instructions of Engineer-in-charge. The capacity of Solar PV water pump with PV module shall be 3000 Wp and Submersible motor pump with controller capacity shall be of 3 HP.The rate shall be inclusive of the following: a) Suitable Mounting Structures and Tracking System, b) transportation of pump to benficiary site, c) delivery and suction pipe of submersible pump up to the over head water tank, d) Test certification of pumping set as per MNRE specifications, e) electric cables, f) Warranty and maintenance for a period of 5 years from the date of commisioning, g) any other accessory required as per MNRE specifications, h) cost of installation and commissioning. | 2 | unit | |
| 68 | 30 | Total impact of GST for the purpose of CTC | 1 | Nos |
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