Tender For Installation Of New Solar Mini Rli Scheme At Basna-Ii Under Balagarh (A-M) Sub Division Under Chinsurah (A-M) Division In Hooghly District Under Core Sector Programme.
Tender Value
27.99 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
27 days left
EMD
55985
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
Hooghly → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of New Solar Mini Rli Scheme At Basna-Ii Under Balagarh (A-M) Sub Division Under Chinsurah (A-M) Division In Hooghly District Under Core Sector Programme.
BOQ
| Sl. No. | Item Description |
| 1 | Supply and transport of materials to proposed site inclusive of all demand- |
| 2 | 140 mm dia P.V.C. Pipe(Cl-I) with loose matching Coupler (Class-II) As per IS 4985:2000 with latest amendments with free solvent cement. |
| 3 | 110 mm dia P.V.C. Pipe(Cl-I) with loose matching Coupler (Class-II) As per IS 4985:2000 with latest amendments with free solvent cement. |
| 4 | 110 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 5 | 140 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 6 | 110 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)(ISI Marked) |
| 7 | 160 X 140 mm P.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 8 | 140 X 110 mm P.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 9 | 140 mm. dia 90° bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment ),with free solvent cement. |
| 10 | 110 X 90º P.V.C. Bend as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) |
| 11 | 110 X 60º P.V.C. Bend as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 12 | 140 mm dia P.V.C. End Cap(Cl-III) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-III (0.60 MPA) (ISI Marked) |
| 13 | 110 mm dia P.V.C. End Cap(Cl-III) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-III (0.60 MPA) (ISI Marked) |
| 14 | 160 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 15 | 140 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 16 | 110 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) |
| 17 | 140 mm dia P.V.C.Extra Coupler (Class-II) IS 10124:2009 with latest amendments and shall be duly marked with ISI certification Mark and shall be of Class-II (0.4MPA) (ISI Marked) |
| 18 | 110 mm dia P.V.C.Extra Coupler (Class-II) IS 10124:2009 with latest amendments and shall be duly marked with ISI certification Mark and shall be of Class-II (0.4MPA) (ISI Marked) |
| 19 | 160mm dia P.V.C.Extra Coupler (Class-II) IS 10124:2009 with latest amendments and shall be duly marked with ISI certification Mark and shall be of Class-II (0.4MPA) (ISI Marked) |
| 20 | Solvent Cement(Extra) Medium bodied. |
| 21 | GI Tripod Set for Mini RLI Scheme as per approved drawing & technical specification, All material ISI marked. |
| 22 | Supply and Delivery of Galv. MS Flanged Pipe ISI marked- IS: 1239, Galv-IS 4736 - 100 mm.dia (4.8mm) |
| 23 | 150 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846 |
| 24 | 100 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846 |
| 25 | 100 mm NB dia Alfa Alfa type Valve (D type), as per approved drawing. |
| 26 | M.S Foundation Bolt for Pump motor sets (1.1kg each) |
| 27 | M.S Foundation Bolt for distribution chamber (1.1kg each) |
| 28 | 150 mm dia Galv. MS Flanged GI Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification. (13.00 Rates of Materials for the Programmes 2021-22,Page No:-3) |
| 29 | 150 mm dia 90 º G.I Bend with both end flange welded, ISI marked-IS 1239, Galv-IS 4736 |
| 30 | 80X65mm M.S. flanged reducer |
| 31 | 100X80mm M.S. flanged reducer |
| 32 | M.S. Hexagonal Head Bolts & Nuts conforming to IS-1363 (Part-I) 1992 product grade - C with latest ammedments for boths IS-1363 (Part-3) / 2002 of product grade C with latest amount for nuts properties / class for bolt 4.62 nuts for 4.5. ISI Marked. M-20 X 80 mm |
| 33 | M-20 X 100 mm |
| 34 | M-16 X 65 mm |
| 35 | M-16 X 80 mm |
| 36 | M-16 X 50 mm |
| 37 | Foot valve leather washer 100mm dia |
| 38 | 100 mm dia MS Hose Clamp with fitted nut and bolt |
| 39 | 100 mm dia PVC flexible hose pipe ISI marked IS 15265 |
| 40 | Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392) 300mm.dia(Table-5) |
| 41 | Rubber Insertion I.S. 638/1979 with latest amendment sheet 5 mm. 2 Ply. ( for raised surface of Flange as per IS-6392) 150 m dia Ruber Insertion(Table-17) |
| 42 | 150 m dia Ruber Insertion(Table-5) |
| 43 | 100 m dia Ruber Insertion(Table-17) |
| 44 | 80 m dia Ruber Insertion (Table-17) |
| 45 | Laying of Water Transmission Arrangement for Mini RLI Scheme- |
| 46 | 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. |
| 47 | 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. |
| 48 | Laying of P.v.C. pipes of different diameters within field trenches in curve /straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. 140 mm.OD. |
| 49 | 110 mm. OD. |
| 50 | Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work) |
| 51 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 52 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) |
| 54 | 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) |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars i) For foundation Blocks of Water Distribution System |
| 57 | 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) |
| 58 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 59 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 60 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand). |
| 61 | Neat cement punning. |
| 62 | Fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge. a) 150 mm dia sluice valve. |
| 63 | 100 mm dia. dia sluice valve. |
| 64 | 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.----150 mm. dia. ERW pipe. |
| 65 | a) 100 mm. dia. ERW pipe. |
| 66 | Erection, fitting, fixing of set of M S tripod inlet and outlet pipe fittings for MIDI RLI Scheme with 1st. And 2nd chamber.(Rate inclusive of transportation from departmental store to work site) |
| 67 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) 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 soiling. This will include one materials and labour complete as per drawing and direction of EIC. |
| 68 | Placing and positioning the Centrifugal pump motor set on the pump base / pump house floor, aligning properly with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages complete as per direction of the Engineer-in-Charge. (ii) 3 H.P./5 H.P. Capacity |
| 69 | Labour charges for fitting, fixing 110 mm. Dia. Alfa-Alfa valve with 110 mm. dia.P.V.C. pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C.End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. |
| 70 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. |
| 71 | For Water transmission Arrangement of RLI I 4% extra over the schedule rates, save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart I boat I head load besides initial transport by truck etc. on SL- 2.03, 2.04,2.07, 2.17, 2.18, 2.19, 2.20, 2.21, 2.23 & 2.24 |
| 72 | Add GST 18% in all item from Sl No. 2.02, 2.03, 2.04, 2.05, 2.07, 2.17, 2.18, 2.19, 2.20, 2.21, 2.23 , 2.24, 2.25 |
| 73 | Add Labour Cess @ 1% in all item from Sl No. 2.02, 2.03, 2.04, 2.05, 2.07, 2.17, 2.18, 2.19, 2.20, 2.21, 2.23 , 2.24, 2.25, 2.27 |
| 74 | Add cost index @ 9% on DSR 2023 items on SL- 2.01, 2.06, 2.08, 2.09, 2.10, 2.11, 2.12, 2.13, 2.14, 2.15, 2.16 |
| 75 | Installation of Sloar Module and Accessories- |
| 76 | Solar Module: Supply , transport , installation and commissioning of ISI marked Solar Modules as per following specification: 1. Cell: Indigenous mono crystalline silicon SPV cells2. 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. |
| 77 | Module Mounting Structure ( For 2HP, 3HP and 5HP Solar Water Pumping System): Supply , transportation & installation of G.I manual tracking structure made of MS hollow sections, pipes, plates, angles etc as per IS 1161/1239, 1079/2062, to hold min 300 Wp SPV Module as per drawing and specification of MNRE . The steel structure is to be protected with minimum 80 micron galvanisation(hot dip) and provided with dual axis manual tracking arrangement three times in a day and seasonal tilting are to be regulated to face the sun optimally.[The weight of the Module Mounting Structure holding 4 Modules should not be less than 195Kgs, holding 6 Modules should not be less than 210 Kg and holding 8 Modules should not be less than 245 Kg. (250Kg for 6 module structure] |
| 78 | Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concrete foundation for dual axis manual tracking SPV Module structure as per approved drawing. For 4 module structure |
| 79 | For 6 module structure |
| 80 | Power conditioning unit with IP54 enclosure :Supply , transport , installation and commissioning of IP 54 protected enclosured Inverter Unit qualifying IEC 61683-Efficiency measurement and IEC 60068-2-Environment Standard , safety standard suitable for 3 Phase A.C. motor, IGBT based high voltage switching inverter with MPPT technology, to take care of the variation of Sun light and will be suitably mounted inside the metal enclosure. Inverter should have protection against Dry run, Over current, Under current, Over voltage, Under voltage, Short circuit etc. System should be able to run at low sunshine and minimum 7 to 8 hours a day run should be possible during normal sunshine.condition. Inverter should have option to auto start for any short trip off due to low light/ cloudy situation except for dry run. Inverter should be provided with a display to show the various parameter by the user such as Voltage, Current, Solar panel DC voltage, Inverter IGBT temperature, Out put AC voltage, Output frequency, Pump flow (direct or calculated method), Irradiation etc . The system should store the data at a set interval, be capable to transfer it to external storage device and support communication of its operational parameters and logs over Modbus protocol . It should also monitor and save total run time, total water pumped etc . There should be provision for interfacing GPRS based data transmission. For 5 HP capacity Pump-motor set |
| 81 | 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 2HP) & 20m(for 3/5 HP) for 2 or more Structure per Structure with 9 m distance between structures. |
| 82 | 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. |
| 83 | 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. |
| 84 | 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 to cover the scheme area. The lighting system should be warranted for 5years from the date of installation. |
| 85 | Lightning protection (Pole mounted): Lightning protection with 3\\" X 1.5\\" G.I pipe of 5m + 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) |
| 86 | 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.:-c) 5 HP ISI marked 3 phase 415 V Pump-Motor set having discharge at required head as below:-i) Monoblock Surface Pump-motor set ISI marked 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 . |
| 87 | Testing and commissioning of scheme after completion of all work |
| 88 | Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat painted M.S Kiosk Box / Stainless Steel Kiosk of SS304 of 710(L) X 410(W) X 740(H) and total height with legs is 1670mm for mounting of motor-pump set including transportation, grouting in Cement Concrete. |
| 89 | Comprehensive maintenance charges for 4 years beyond 1 year warranty period (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 pump Note: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 |
| 90 | Insurance @ 2% for Item No. 3.01, 3.05, 3.09 and 3.11 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. |
| 91 | 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.) |
| 92 | 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. |
| 93 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) 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 soiling. This will include one materials and labour complete as per drawing and direction of EIC. |
| 94 | Add GST @ 18 % on all item from 3.01 to 3.18 except 3.03 & 3.04 |
| 95 | Add Cess @1% on all from item no 3.01 to 3.19 except 3.03 & 3.04 |
| 96 | Water User Association formation & registration- |
| 97 | Campaigning in the command area of New 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.[Approved estimate regarding activities for institutional development for sustainability of project |
| 98 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one New Major RLI having CCA 20.5 Ha [Approved estimate regarding activities for institutional development for sustainability of project |
| 99 | Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges [Approved estimate regarding activities for institutional development for sustainability of project |
| 100 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C Charges etc [Approved estimate regarding activities for institutional development for sustainability of project |
| 101 | Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting ) [Approved estimate regarding activities for institutional development for sustainability of project |
| 102 | Meeting and onsite demonstration for operation & maintenance of one New Major RU , water manangement and mode of collection of water tax, building of corpus fund etc [Approved estimate regarding activities for institutional development for sustainability of project |
| 103 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL-4 [Approved estimate regarding activities for institutional development for sustainability of project |
| 104 | Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.[Approved estimate regarding activities for institutional development for sustainability of project |
| 105 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period [Approved estimate regarding activities for institutional development for sustainability of project Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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