Tender For All In One Bid For Installation Of Sitapur Bharat Mata New Solar Mini Rli Scheme Under Block-Daspur-Ii In The District Of Paschim Medinipur Under The Executive Engineer (Am), Midnapore (Am) Division Under Core-Sector Program For The Financ
Tender Value
28.86 Lakhs
Estimated cost
Bid Submission
04 Dec 2026
27 days left
EMD
57724
Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Location / State
Medinipur West → West Bengal
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Not Available
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Project Description
Tender for All In One Bid For Installation Of Sitapur Bharat Mata New Solar Mini Rli Scheme Under Block-Daspur-Ii In The District Of Paschim Medinipur Under The Executive Engineer (Am), Midnapore (Am) Division Under Core-Sector Program For The Financial Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | PART – A [LAYING OF WATER TRANSMISSION ARRANGEMENT AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (WTA) |
| 2 | PART – B [PROCUREMENT OF MATERIAL AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (PROCUREMENT OF MATERIAL) |
| 3 | PART – C [SOLAR PHOTOVOLTAIC AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (SOLAR SYSTEM) |
| 4 | PART – D [FORMATION OF WUA AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] Please see the details in Sheet (WUA) Please Enable Macros to View BoQ information |
| 5 | PART – A [LAYING OF WATER TRANSMISSION ARRANGEMENT AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] |
| 6 | Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. For pipe trenches ( excavation of pipe trenches upto 1 .5 mtr depth is considered same as drainage channel) |
| 7 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kind of soil |
| 8 | Laying of PVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.i) 200 mm dia. |
| 9 | ii) 140 mm dia. |
| 10 | (iii) 110 mm dia. |
| 11 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished .quantity of work.) |
| 12 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete |
| 13 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 14 | 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: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources |
| 16 | Centering and shuttering including strutting, propping etc. and removalof form work for :Foundations, footings, bases for columns |
| 17 | Steel Reinforcement for RCC work includiung straightening,cutting,bending andplacing in proper position and binding all complete upto plinth level (5.22.6 )Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)(a) In foundation and plinth. |
| 19 | Half-brick masonry with common burnt clay F.P.S. (non-modular) bricks, class designation 7.5, in superstructure above plinth level up to Floor V, in cement mortar 1:4.(1 cement:4 coarse sand) |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand .(i) With 1:6 cement mortar(c) 15 mm thick plaster |
| 21 | Neat cement punning. 1.5 mm |
| 22 | Labour charges for fitting, fixing 110 mm dia Flap valve with 110 mm dia class\\" UPVC riser pipe I with 100 mm dia. AC presure pipe with the help of FTP (flanged tail piece) by joining the PVC/ACP end of the tail piece and riser pipe with coupler and flanged end of tail piece and Flap valve with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from d~.Qartmentalstore to work site). |
| 23 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (xxviii) 150 mm dia sluice Valve |
| 24 | i) Transportation of tripod set alongwith all other accessories & equipments including bend from SUb-divisional Store to work site including loading at the lifting point and unloading at the delivery point including head load upto 100 meter at both ends. (A)Carriage by road / boat. (i) Distance upto 50 km. |
| 25 | Erection, fitting, fixing of set of M.S Tripod inlet and outlet pipe fittings for HDTW/ MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site) |
| 26 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i) 150 mm. dia. GI pipe. |
| 27 | Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge |
| 28 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soilng. This will include one materials and labour complite as per drawing and direction of EIC. |
| 29 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entire pipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set/ Electro-Motor pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. i) For Mini R.L.I. |
| 30 | Carriage charge on every item Except Earth Cutting,Earth filling & CPWD items) CPWD Item Sub - Total = WRI&Ddand I&WD Item Sub - Total = Add Carriage @ 4% excluding Earthwork |
| 31 | Modified Estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 as per Office Memorandum vide e file No. :9158977, File No.- 158/SE (TAS)/GST/2024/02-E, Dated - 08.08.2024 of the Superintending Engineer (TAS) of CPWD(CPWD Item Sub Total Amount- x 0.973) |
| 32 | Cost indices of Paschim Medinipore as on 01.10.2025 based on DPAR 2025 (Base 100) is 109 as per Office Memoramdum vide Memo No.- 34(1)/SDG(Kol)/Cost Index/2026/915, dated - 19.05.2026 of CPWD, Government of India.Hence the total cost of the scheme is - {CPWD Item Sub Total Amount- x 0.973)x1.09} Add GST @ 18% Labour welfare Cess @1% Grand Total Rs. Say Rs |
| 33 | PART – B [PROCUREMENT OF MATERIAL AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] |
| 34 | U.P.V.C PIPES & ACCESSORIES200 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 2.9 to 3.4 mm) & CIPET Tested |
| 35 | 140 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 2.0 to 2.4 mm) & CIPET Tested |
| 36 | 110 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-I) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 1.6 to 2 mm)& CIPET Tested |
| 37 | 110 mm dia U.P.V.C. Pipe (Class-II), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 1.6 to 2 mm)& CIPET Tested |
| 38 | 140 mm dia U.P.V.C. Equal Tee (CL II) IS 10124(Part 5)/1988 with latest ammendments & CIPET Tested |
| 39 | 110 mm dia U.P.V.C. Equal Tee (CL II) IS 10124(Part 5)/1988 with latest ammendments & CIPET Tested |
| 40 | 160 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 41 | 140 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 42 | 110 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 43 | 200X160 mm U.P.V.C. Straight reducer comprising of three straight reducer of 200x180, 180x160 & 160x140 mm duly joined.(CL II) IS 10124(Part 3)/1988 with latest ammendments & CIPET Tested |
| 44 | 140 X 110 mm U.P.V.C. Straight reducer (CL II) IS 10124(Part 3)/1988 with latest ammendments & CIPET Tested |
| 45 | 140 mm dia U.P.V.C. 90º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 46 | 140 mm dia U.P.V.C. 60º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 47 | 110 mm dia U.P.V.C. 90º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 48 | 110 mm dia U.P.V.C. 60º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 49 | 140 mm dia UPVC Cap (Cl III) IS 10124(Part 4)1988 with latest ammendments & CIPET Tested |
| 50 | 110 mm dia UPVC Cap (Cl III) IS 10124(Part 4)1988 with latest ammendments & CIPET Tested |
| 51 | 200 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 52 | 140 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 53 | 160 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 54 | 110 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 55 | Extra Solvent Cement (Medium duty) |
| 56 | M.S/GI ACCESSORIESGI Set for Distribution Chamber All Materials ISI Marked (as per Approved existing Drawing & technical Specification) d) Tripod Set for Mini RLI |
| 57 | 150 mm dia(4.8 mm) Galvanized M.S Flanged Pipe ISI Marked-IS 1239,Galv-is 4738 |
| 58 | 150 mm dia ISI marked Sluice valves pressure designation P.N.1.6 with hand wheel for water works purpose, C.I flanged type conforming to IS 14846/2000 with Amdt. No. 1&2. Components/parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 with Amdt 1& 2. The valves shall be tested for (closed end test) against hydrostatic test requirement. |
| 59 | 100 mm dia ISI marked Sluice valves pressure designation P.N.1.6 with hand wheel for water works purpose, C.I flanged type conforming to IS 14846/2000 with Amdt. No. 1&2. Components/parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 with Amdt 1& 2. The valves shall be tested for (closed end test) against hydrostatic test requirement. |
| 60 | 100 mm dia C.I (Nipple type)Alfa Alfa valve, type D with hand wheel, one wheel for four nos of valves |
| 61 | 90 Degree G.I Bend (both End Flanged)-IS-1239,Galvanized-IS4736a)150 mm Dia |
| 62 | Foundation Bolt manufactured from 20 mm nominal diameter MS rod as per IS 2062/1992. Total length of the bolt is 375±10 mm having welded head 80±10 mm in length & 20 mm in nominal diameter with nut(1.1 kg each)For Distribution Chember |
| 63 | M.S Hexagonal Head Bolts and nuts bearing IS-1363(Part-1) 1992 of product Grade C with latest ammendments for bolts and IS 1363 (Part3)/1992 of product Grade C withg latest ammendments for nuts properties/class of bolts-4.6 & for nut 4.5. Both bolts and nuts are to be ISI . certification marked. M10 to M24 of corresponding IS specification marked.G.I Bolt & Nut M 20x80 mm. |
| 64 | G.I Bolt & Nut M 16x80 mm |
| 65 | Compresed Asbestos fibre jointing made from 5 mm thick red jointing sheet as per IS 2712/1998 Grade W/3 FYSAX AMJ 321 . Gasket for raised surface of MS flange as per IS 6392/71300mm.dia |
| 66 | Supply and transport of rubber insertion 5mm thick with proper reinforcement 2 ply conforming to IS 638/79 with latest ammendments duly ISI marked suitable for MS flange as per IS 6392/71 with standard drill holes.(Table 11,17)150mm.dia( Table -17) |
| 67 | 150mm.dia( Table -5) |
| 68 | 125 mm dia( Table-17) |
| 69 | 100 mm dia( Table-17) |
| 70 | 80 mm dia( Table-17) |
| 71 | ELECTRICAL ACCESSORIES (Pump motor, Pump controller etc are included in the component of Solar pumping system)3 C X 2.5 sq mm flat Copper cable conforming to IS 694 Total Rs. Labour welfare Cess @1% Total Rs. Say Rs |
| 72 | PART – C [SOLAR PHOTOVOLTAIC AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] |
| 73 | Solar Module: Supply , transport , installation and commissioning of ISI marked Solar Modules as per following specification: 1. Cell: Indigenous mono crystalline silicon SPV cells 2..Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell. 3. Standards: ISI marked as per IS 14286 and having certification of IEC 61853(1), 61730(1&2), 61710 4.Modules must qualify to IS 170210 (Part 1) 5.Min. Efficiency: 19.5%. 6. Fill factor: More than 75% . 7. Module wattage mismatch in the SPV array: within ±3% 8. Wattage output warranty:Should not be less than 90% at the end of 10 years and 80% at the end of 25 years. 9.The power output of individual PV modules used in the PV array, under STC: minimum 300 Wp. necessary test certificates also to be supplied. For detail information please see Cl. no. 2.1 of technical specification . d)For 5 HP Off-grid / On-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 5400-5800 Wp. |
| 74 | Module Mounting Structure : Supply , transportation & installation of G.I manual tracking / Fixed structure made of MS hollow sections, pipes, plates, angles etc as per IS:4923, IS:1161/1239, IS:1079/2062, to hold min 300 Wp SPV Module as per drawing and technical specification. The steel structure is to be protected with minimum 80 micron galvanisation(hot dip) and provided with fixed arrangement or dual axis manual tracking arrangement for three times in a day and seasonal tilting to face the sun optimally. The approximate weight of the Module Mounting Structure given in Clause no.5.1 should be followed.( 1 no. 6 module + 1 no. 4 module Fixed str.- 2 sets) |
| 75 | Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concrete foundation for dual axis manual tracking SPV Module structure as per drawing.For 4 module structure |
| 76 | For 6 module structure |
| 77 | Power conditioning unit with enclosure :Supply , transport , installation and commissioning of Solar Power conditioning Unit consisting of following components and features: 1) Variable frequency Drive with inbuilt MPPT, voltage range suitable for operating pump-motor set of 1HP to 20 HP, detail mentioned in 2) Power input : DC source for 1HP, 2HP and 3HP.3) Power input : AC / DC source or hybrid for 5HP and above.4) Incomer: DC MCB 2 Pole 16 amp upto 5 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-25) Incomer: AC MCB 4 pole 16 amp for 5.0 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-2 6) Type II DC SPD of 40 KA. 7) Type II AC SPD of 40 KA for AC/ DC or Hybrid input. 8) Dual input (solar/Grid) 25 amp changeover switch for 5HP and 7.5 HP, 40 amp for 10 HP, 63 amp for 15 to 20 HP 9) Reverse protection diode 1600 VDC with heat sink.10) Data Logger.11) Remote monitoring system.12) Should have built –in EMC filters .13)IP 65 glands for cable in and out. 14) Min. IP 54 enclosure. For detail features, protections, RMS, Communication architecture, Security, Data storage, tolerance of various parameters, standards to be qualified, etc. please refer to Cl. 6.1 of technical qualification.Note: AC SPD, AC MCB and Selector switch to be provided only for item no. 3(f), to 3(l). g) For 5 HP capacity Pump-motor set with AC / DC input OR hybrid input |
| 78 | Cable and Accessories :Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc.i. 4.0 Sq mm single core multi studs - 5m(for 1HP/2HP/3HP) & 20m(for 5/7.5/10/15/17.5/20 HP)ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etcc) For For 5 HP per structure, 2 or more structure per structure with 9m distance between sturctures. |
| 79 | Earthing: Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 80 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of 8 swg on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages |
| 81 | a) Lighting System at Scheme: (with lighting Pole) :Dusk to dawn lighting arrangement of at 4 mts height above ground level, with Hot dip galvanised 80 mm x 50 mm , medium duty pipe, with 12 V, 15Ah 2-in-1 Lithium ion/ Ferro- Phosphate battery with in-built 7-11watt LED lamp , 50 Wp solar panel (min 19% Eff.) to cover the scheme area. The lighting system should be warranted for 5years from the date of installation. |
| 82 | b) Lightning protection (Pole mounted): Lightning protection with 3\\" X 1.5\\" G.I pipe of 6m + 1 m height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. including connection to earth electrodes with 25 X 6mm G.I strip. (Provision of one lightning protection for each scheme as per drawing) |
| 83 | Supply and installation of 3 phase electromotor pump-motor set suitable for Solar operation covering 5 years warranty for the following conditions including loading, unloading, transportation etc.:-d) 5 HP 3 phase AC Pump-Motor set having discharge at required head as below:-i) Monoblock Surface Pump-motor set as per IS: 9079 for mini RLI scheme with discharge of 13.8 Lps at 18 mts. total head with 100/80 mm dia. reinforced PVC suction pipe (20m) and delivery pipe(10mts), foot valve, nipple, priming bend Cable and all other required accessories to complete connection of suction and delivery side . |
| 84 | Testing and commissioning of scheme after completion of all work |
| 85 | b) Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat painted / Galvanised M.S Kiosk Box of 800(L) X 500(W) X 650(H) and total height with legs is 950mm (above ground) including foundation(as per drawing) for mounting of motor-pump set including transportation, - For 5 HP surface pump. |
| 86 | Comprehensive maintenance charges for 5 years (which cover monthly inspection, Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme in operation without lapse of time)c) For 5 HP both for Submersible & Surface pumpNote:1 Total comprehensive maintenance charge is to be withheld in addition to Securirty Deposit. Comprehensive maintenance charges will be released @ i) Rs 0.80 for 2 HP, ii) Rs.0.80 for 3 HP, iii) Rs.0.60 for 5 HP / 7.5/ 10 HP / 15HP / 17.5HP and 20 HP Submersible & Surface per Wp per year at the end of each maintenance period i.e.at the end of 1st year, 2nd year, 3rd year, 4th year& 5th year. In case the “Bidder” does not provide service during the warranty & comprehensive maintenance period, the amount so held up will be forfeited |
| 87 | Insurance @ 2% for Item No. 1, 4, 8, and 10 for a period of 5 years.Note:2Ist year's Insurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during 2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment. |
| 88 | Remote monitoring for 5 years: Provision for remote monitoring for the pumps must be made in the pump controller through an integral arrangement having following basic functions:a. Controller must be assigned with a unique serial number and its live status must be observed remotely on online portal through login credentials.b. Live status must indicate whether controller is ON/ OFF. The parameters i.e. the water output, water flow rate, in fault condition, array input voltage/ current, power and motor frequency should at logged at an interval of 10 minutes c. Controller must have a back up to store the data locally ( at least for 1 year) supply & installation of GSM/GPRS based Data Transmitter or Modem and to provide remote monitoring service to transmit the parameters to central server from the solar pumping system with time stamp at user-defined interval and report generation at the buyer end. (Refer Technical Spec.) |
| 89 | Cleaning and washing of modules once in a month with clear water to remove deposited dust and dirt on the module surface and keep the modules clean throughout the year. The activity to be performed for eight months in a year excluding four monsoon months. A log book should be maintained at thr site for the said purpose. Sub-Total Rs. Add GST (Except item Foundation of Module Mounting Structure) @ 18% Sub-Total Rs. Labour welfare Cess (Except item Foundation of Module Mounting Structure) @1% Grand Total Rs. Say Rs |
| 90 | PART – D [FORMATION OF WUA AT SITAPUR BHARAT MATA New Solar Mini RLI Scheme UNDER MIDNAPORE (A-M) DIVISION.] |
| 91 | Campaigning in the command area of Mini RLI Sub-project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc. |
| 92 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one Mini RLI having CCA 20 Ha. |
| 93 | Meeting Cost for WUA formation, cost induding Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental changes. |
| 94 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, œnveyance cost & opening of Bank A/C etc. |
| 95 | Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to communlty worker, remuneration to resource person and incidental charge.(rate on meeting ) |
| 96 | Meeting and onsite demonstration for operation & maintenance of one Mini RLI, water manangement and mode of collection of water tax, building of corpus fund etc |
| 97 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 & SL - 4 |
| 98 | Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy. |
| 99 | Impact study & monitoring of scheme by site visit of 2 Community workes during 3 years’ period Grand Total Rs. Say Rs |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysDec 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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