Tender For Installation Of New Shingarmati-Ii Solar Mini Rli Scheme In Habibpur Block Of Malda District Under Ee(Am), Malda-Ii (A-M) Division Under Core-Sector Program For The Fy 2026-27, Gp Rishipur, Mouza-Dakshin Chandpur, Jl-251Plot No.920, Lat/Lo
Tender Value
30.50 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
25 days left
EMD
61018
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Maldah → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of New Shingarmati-Ii Solar Mini Rli Scheme In Habibpur Block Of Malda District Under Ee(Am), Malda-Ii (A-M) Division Under Core-Sector Program For The Fy 2026-27, Gp Rishipur, Mouza-Dakshin Chandpur, Jl-251Plot No.920, Lat/Long Plot No.920, Lat/Long 24.910152°N/88.276944°E, Block-Habibpur, District-Malda.
BOQ
| Sl. No. | Item Description |
| 1 | PART-I UPVC and P.V.C. PIPES & ACCESSORIES140 mm. dia P.V.C. pipe Class- I 140(with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. |
| 2 | 110 mm. dia P.V.C. pipe Class- I (with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. |
| 3 | 110 mm. dia P.V.C. pipe class-II ( with a loose matching coupler,class-II) marking IS No. 4985/ 1988 with latest amending with free solvent cement. |
| 4 | Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. |
| 5 | Coupler(Cl-II) for 110 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. |
| 6 | 110x110x 110 M. P.V.C. Tee with free solvent cement |
| 7 | 140x140x 140 M. P.V.C. Tee with free solvent cement |
| 8 | 140 x 110 PVC Reducer(cl-II) with free solvent cement. |
| 9 | 140 mm. dia 900 PVC bend (cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) |
| 10 | 110 mm. dia 600 pvc bend(cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) |
| 11 | 110 mm. dia 900 PVC bend(cl-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment ) |
| 12 | 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment pvc End cap (Cl-III). |
| 13 | 110 mm.dia IS.NO.10124/88 Part-4 with latest amendment.PVC End Cap.(Cl-III) |
| 14 | 110 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) pvc F.T.P.(Cl-II) with metalic flange |
| 15 | 140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) pvc F.T.P.(Cl-II) with metalic flange |
| 16 | Supply and delivery of 100 mm dia Layflat Hose as per the following specifications (Non-ISI)1. Material: Un-plasticised PVC, Ployester reinforced heavy duty2. Nominal Size: 100 mm3. Wall Thickness: 1.8 mm for 100 mm4. Working Pressure: 3.0 Kg/cm25. Bursting Pressure: 9.0 Kg/cm26. Standard length: 100 m coil. |
| 17 | Solvent cement extra (Medium duty) |
| 18 | GI Set for Distribution Chamber,All material lSI marked (As per appvd. Existing drawing & tech.spec.)M.S. Tripod set for Mini RLI |
| 19 | 150 mm dia (4.8 MM) G.I.Pipe with flange as per IS 1239, Galv IS 4736, table 17 Specification. |
| 20 | 100 mm dia (4.8 MM) G.I.Pipe with flange as per IS 1239, Galv IS 4736, table 17 Specification. |
| 21 | 150 mm. dia I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve . |
| 22 | 100 mm dia C.I. Sluice Valve I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve . |
| 23 | 80 mm dia C.I. Sluice Valve with hand wheel, ISI marked, IS: 14846 (To be fitted at outlet drain of Tripod to provide irrigation nearby) |
| 24 | 150mm dia. G.I 90 Degree MS bend both end flanged conforming to IS 1239(Part-2)/2011and Galvanization as per IS 4736 with latest amendments thereof (4.8mm thick wall thickness) |
| 25 | Supply and transportation of 100 mm dia. C.I. Tail piece (one end groved and other end flanged) overall length (175 ± 15) mm with 7 nos groves UPMS Portal Rate,Sq. No.-1 Item Code-11 |
| 26 | 100 mm dia. C.I. Tail piece (both end grooved) overall length (225 ± 15) mm with 7 nos groves each side |
| 27 | Ф100 mm Alfa-Alfa Valve(Type-C) with handwheel of 1no for 4 nos valve as per technical specificationSpecifications and drawing:-1.Spindle (Sq RH Thread) -S.S(410)2.Top Cover:-G.I with 6 Nos Nut and Bolt3.Body:-C.I( Grey FG 200,IS:210/78)4.Galnd,Valve Seat:FG 200The valve to be painted with one coat of Red Oxide primer and two coats of black japan paint. |
| 28 | Foot valve leather washer 100mm dia |
| 29 | 100 X 80 mm MS flanged reducer ISI CodeUPMS Portal Rate, Item Code-20(i) |
| 30 | Supply and transportation of MS Foundation Bolt for Distribution Chambers (Quadruped Sets) and 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 and 20 mm in nominal diameter nut and 2 nos. washer, The average weight of such bolt to be 1.1 kg. per bolt with tolerance in weight of each bolt @ +10%. with 2 nos of washer.UPMS Portal Rate,Sq. No.-5 Item Code-16 |
| 31 | Supply and transportation of GI 20 x 80 mm M.S. Hexagonal head bolts and nuts bearing IS -1363 (Part-I) / 1992 of product Grade-C latest amendments for bolts & IS-1363 (Part-3) /1992 of product Grade-C with latest amendments for nuts properties/ Clause for bolts -4.6 & for nuts -4.5. Both bolts & nuts are to be duly ISI Certification marked. Finish : GalvanisedUPMS Portal Rate,Sq. No.-5 Item Code-26 |
| 32 | Supply and transportation of GI 20 x100 mm M.S. Hexagonal head bolts and nuts bearing IS -1363 (Part-I) / 1992 of product Grade-C latest amendments for bolts & IS-1363 (Part-3) /1992 of product Grade-C with latest amendments for nuts properties/ Clause for bolts -4.6 & for nuts -4.5. Both bolts & nuts are to be duly ISI Certification marked. Finish : GalvanisedUPMS Portal Rate,Sq. No.-5 Item Code-28 |
| 33 | Supply and transportation of GI 16 x 65 mm M.S. Hexagonal head bolts and nuts bearing IS -1363 (Part-I) / 1992 of product Grade-C latest amendments for bolts & IS-1363 (Part-3) /1992 of product Grade-C with latest amendments for nuts properties/ Clause for bolts -4.6 & for nuts -4.5. Both bolts & nuts are to be duly ISI Certification marked. Finish : GalvanisedUPMS Portal Rate,Sq. No.-5 Item Code-22 |
| 34 | Supply and transportation of GI 16 x 80 mm M.S. Hexagonal head bolts and nuts bearing IS -1363 (Part-I) / 1992 of product Grade-C latest amendments for bolts & IS-1363 (Part-3) /1992 of product Grade-C with latest amendments for nuts properties/ Clause for bolts -4.6 & for nuts -4.5. Both bolts & nuts are to be duly ISI Certification marked. Finish : GalvanisedUPMS Portal Rate,Sq. No.-5 Item Code-24 |
| 35 | Supply and transportation of GI 16 x 50 mm M.S. Hexagonal head bolts and nuts bearing IS -1363 (Part-I) / 1992 of product Grade-C latest amendments for bolts & IS-1363 (Part-3) /1992 of product Grade-C with latest amendments for nuts properties/ Clause for bolts -4.6 & for nuts -4.5. Both bolts & nuts are to be duly ISI Certification marked. Finish : GalvanisedUPMS Portal Rate,Sq. No.-5 Item Code-20 |
| 36 | Supply and transportation of 300 mm dia. (Table-5) Compressed Asbestos Fibre Jointing for Quadruped Set (for raised surface of Flange as per IS-6392)UPMS Portal Rate,Sq. No.-1 Item Code-36 |
| 37 | Supply and Transportation of 150 mm NB x 5 mm thick Rubber Insertion (Table-17 for raised surface of flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric with holes as per IS 638/79 with latest amendment, if any. With standard drilled holes.UPMS Portal Rate,Sq. No.-5 Item Code-10 |
| 38 | Supply and Transportation of 150 mm NB x 5 mm thick Rubber Insertion (Table-5 for raised surface of flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric with holes as per IS 638/79 with latest amendment, if any. With standard drilled holes.UPMS Portal Rate,Sq. No.-5 Item Code-11 |
| 39 | Supply and Transportation of 100 mm NB x 5 mm thick Rubber Insertion (Table-5 for raised surface of flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric with holes as per IS 638/79 with latest amendment, if any. With standard drilled holes.UPMS Portal Rate,Sq. No.-5 Item Code-14 |
| 40 | Supply and Transportation of 80 mm NB x 5 mm thick Rubber Insertion (Table-5 for raised surface of flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric with holes as per IS 638/79 with latest amendment, if any. With standard drilled holes.UPMS Portal Rate,Sq. No.-5 Item Code-15 |
| 41 | Supply of Extra Spare Parts kit :Supply and transportation 100 mm N.B C.I. Foot Valve (Flanged End) as per IS: 4038/1986 with latest amendment. |
| 42 | Supply and transportation 100 mm NB foot valve leather washer ISI MarkedUPMS Portal Rate,Sq. No.-5 Item Code-31 |
| 43 | 100 mm dia Suction Hose,P.V.C. Flexible Hose pipe, ISI marked -duly IS 15265 |
| 44 | Supply and transportation 100 mm dia, 2 mm thick, 30 mm width M.S. Heavy duty Hose Clamp fitted with bolt & nuts.UPMS Portal Rate,Sq. No.-5 Item Code-2 |
| 45 | Supply and Transportation of 100 mm NB x 5 mm thick Rubber Insertion (Table-5 for raised surface of flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric with holes as per IS 638/79 with latest amendment, if any. With standard drilled holes.UPMS Portal Rate,Sq. No.-5 Item Code-14 |
| 46 | 100mm dia. G.I 90 Degree MS bend (with Priming)both end flanged conforming to IS 1239(Part-2)/2011and Galvanization as per IS 4736 with latest amendments thereof (4.8mm thick wall thickness) |
| 47 | PART-II (A) Unit Estimate for Construction and Laying of WTA Earth work in excavation in the canals/drainage channels/borrow pits/River bed/Slop of bank as nited 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 intial lead of 30 meter and intial lift of 1.5 meter including breaking clods, rough dressing etc complete as per direction of Engineer-in-charge. (a) Ordinary soil/local soil/soil mixed with moorum or kankar/silt , dry or moist/ slushy silt/ sticky soil |
| 48 | 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. (iii) 140 mm dia. |
| 49 | iv) 110 mm dia. |
| 50 | 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.) |
| 51 | Labour charges for fitting, fixing 110 mm dia Flap valve/alfa alfa 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 departmental store to work site). |
| 52 | 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) 80mm/100mm/150 mm dia sluice Valve |
| 53 | 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) |
| 54 | Labour charges for fitting and fixing and laying , where necessary of fowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion, nuts and bolts etc., maintaing the proper alignment and level / all complete / as per direction of E-I-C. (i)(a) 150 mm. dia. ERW pipe. |
| 55 | (i)(b) 100 mm dia. NB ERW/MS Pipes |
| 56 | Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house |
| 57 | 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. |
| 58 | Carriage charge on every item |
| 59 | Adding GST @18 (Item No. 47 to 58) |
| 60 | Adding Labour Welfare Cess @1% |
| 61 | PART-II (B) SIGN BOARDSupplying, fitting and fixing including transportation of Sign board of MS fabricated Structure Sheet Size 2 m x 1 m x 1.5 mm thick, MS flat bar (40 mm x 6 mm) welded with frame with 2 nos. MS Angle post (45 mm x45 mmx6mm) of 2.44 m length embeded 0.6 m into 1:2:4 Cement Concrete pasting flex on the MS Sheet ( 2 m x 1 m) as approved signage. This will include Civil construction works of foundation, Painting , material , fitting fixing and labour complete as per Drawing and direction of EIC. |
| 62 | PART-II (C) CIVIL CONSTRACTION 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 all kinds of soil. |
| 63 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 64 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (In case of non availability local good quality sand as per relivent standard duly approved by the E.I.C). |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. |
| 66 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 67 | Providing and laying in position of reinforced cement concrete of specified grade, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) |
| 68 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 69 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 70 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in 28-07-2026 cement mortar 1:4 (1 cement : 4 coarse sand) |
| 71 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand). |
| 72 | 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 and for all lift. |
| 73 | Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concrete foundation for dual axis manual tracking SPV Module structure as per approved drawing.a) For 6 Module Structure:2 Nosb) For 4 Module Structure:2 NosRef:Rate Analysed Item & Clause 5.1.4 of the SPV Technical Specifications for Tracking/Fixed Structure For 4 Module Mounting Structure |
| 74 | For 6 Module Mounting Structure |
| 75 | Part- III Unit Estimate for Supply & Installation of 10 H.P. Solar Water Pumping System with Surface Monoblock Pump including SPV, PCU, pump motor, all other electrical accesoiries, Fabrication, construction & installation of metal Koisk for Solar Operated Mini RLI SchemePART A: NON DSR ITEMSolar 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 . For 5Hp solar off grid/on grid Solar Water pumping system with monocristaline PERC/bifacial SPV Modules-5400-5800 Wp SOLAR Wp |
| 76 | 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. g)For 5 HP capacity Pump-motor set with AC/ DC or hybrid input |
| 77 | Module Mounting Structure ( For1 HP, 2HP, 3HP, 5HP and 10 HP Solar Water Pumping System): 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.W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 1 Item No. 2The approximate weight of the Module Mounting Structure given in Technical Specification Clause no.5.1 should be followed. for 6 Module MS |
| 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 etcW.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 2 ,Item No. 4b) For 5 HP per structure |
| 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.1 no for pump motor sets, 4 Nos for Solar Modules W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 3 ,Item No. 5 |
| 80 | 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.W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 3 ,Item No. 6/ a |
| 81 | 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)W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 3 ,Item No. 7a |
| 82 | Supply and installation of 3 phase AC electromotor pump-motor set with speed of 3000 r.p.m(synchronous speed) suitable for Solar applications and shall have 60 months guarantee for the following conditions including loading, unloading, transportation etc.:- (Refer technical specification for more detail)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 .W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 3 ,Item No. 8 |
| 83 | Testing and commissioning of scheme after completion of all workW.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 5 ,Item No. 9 |
| 84 | 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. |
| 85 | 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 forfeitedW.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 5 ,Item No. 12 |
| 86 | Insurance @ 2% for Solar Item No. 88, 90, 93, and 95 for a period of 5 years.W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 93 ,Item No. 14Rate 2% of amount |
| 87 | 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.) W.R.D.D. SOR Chapter 12.00 : SOLAR PHOTOVOLTAIC INSTALLATION FOR WATER PUMPING SYSTEM dated 22.05.2024 Page No 6 ,Item No. 13 |
| 88 | 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. A GPS photograph with date & time taken before and after cleaning of modules to be submitted to the Engineer In Charge for verification. |
| 89 | Extra transportation @ 2% for item no. 1 & 3 |
| 90 | Adding GST @18 (Item No. 75 to 89) |
| 91 | Adding Labour Welfare Cess @1% |
| 92 | Part - IV 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. All kinds of soil. |
| 93 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 94 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 95 | Providing and laying in position of reinforced cement concrete of specified grade, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) |
| 96 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 97 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand). |
| 98 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.2 On concrete work. |
| 99 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 100 | Lettering with black Japan paint of approved brand and manufacture |
| 101 | PART - V Performing activities for institutional development by formation and subsequent strengthening of registered WUA through creation of mass awareness and capacity building among them to achieve success and sustainability of M.I. Sub Project 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.UPMS Portal Rate,Item Code-1 |
| 102 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one Mini RL having CCA 20 HaUPMS Portal Rate,Item Code-2 |
| 103 | Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental chargesUPMS Portal Rate,Item Code-3 |
| 104 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.UPMS Portal Rate,Item Code-4 |
| 105 | Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport loca conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting )UPMS Portal Rate,Item Code-5 |
| 106 | Meeting and onsite demonstration for operation & maintenance of one Mini RLI, water manangement and mode of collection of water tax. building of corpus fund etcUPMS Portal Rate,Item Code-6 |
| 107 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL- 4UPMS Portal Rate,Item Code-7 |
| 108 | Documentation Cost for activities of WUA Scheme by still photography, report booklet etc in both hard and soft copy.UPMS Portal Rate,Item Code-8 |
| 109 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' periodUPMS Portal Rate,Item Code-9 |
| 110 | Adding GST @18 (Item No. 101-110) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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