Tender For Drilling And Installtion Of 3 (Three) Nos Solar Operated L.D.T.W. At At Baruipara-1 Cluster At Mouza: Baruipara & Khosalpur, Jl No: 14 & 12, Plot No: 2650, 2651; 2323 & 357 Under, G.P-Khidrpur & Raipur, Block: Hariharpara, Dist:Murshidabad
Tender Value
25.65 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
12 days left
EMD
51317
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
Murshidabad → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Drilling And Installtion Of 3 (Three) Nos Solar Operated L.D.T.W. At At Baruipara-1 Cluster At Mouza: Baruipara & Khosalpur, Jl No: 14 & 12, Plot No: 2650, 2651; 2323 & 357 Under, G.P-Khidrpur & Raipur, Block: Hariharpara, Dist:Murshidabad Under Berh Ore-I (A-I) Division Under Core Sector Programme For The Financial Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | A) DRILLING AND INSTALLATIONDrilling of bore hole of suitable diameter upto required depth by water jet system through any type of soil including hire and labour charges for boring pipes, scaffolding, other tools and plants etc. and taking out the same all complete and other incidental works in this connection. The bore hole should have minimum 65 mm gap in between outside of the tube well pipe and the bore.i) For lowering 100 mm dia GI/PVC pipe |
| 2 | ii) For lowering 150 mm dia GI/PVC pipe |
| 3 | Labour charges for lowering of pipe, strainers, blank pipes etc. and fitting, fixing the same including cutting, threading where necessary complete including bucket washing and other incidental works in this connection.i)100 mm dia UPVC Pipe with bottom cutter, Screen (Ribbed) pipes, blank pipe |
| 4 | ii) 150 mm dia UPVC Housing Pipe |
| 5 | Supplying, fitting and fixing including supplying of suitable joining compound for fixing in position, threading, if necessary etc. all complete.i) 100 mm. dia. CI cutter piece upto 450 mm. long with socket. |
| 6 | ii) 150 mm dia G.I. threaded top cap fixed in position. |
| 7 | Supplying, fitting & fixing of 150 mm dia lSI marked G.I. Short pipe (medium quality) of suitable length (0.60 m to 1.0m) with both end screwed, one end to match with the 150 mm dia PVC Housing Pipe and other end match with the 150 mm dia MS top cap as per direction of the E.I.C. |
| 8 | Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size(as per IS: 4097) and gravel treatment of tubewell including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-ChargeFor site at any district of West Bengal upto 180 KM distance from quarry. (considering quarry at Durgapur) |
| 9 | Washing and development by pumping with 30 cum per hour capacity pump for a period till sand free water comes out and the discharge is about 30 cum per Each hour, followed by final yield test; inclusive of all tools, plants and scaffolding and Tube-well hire charge of submersible pump, generator etc. all complete |
| 10 | Making arrangement and showing verticality test including cost/hire charges of necessary tools and plants, scaffolding, labour etc. – all complete as per direction of Engineer-in-Charge. |
| 11 | Charges for mobilisation of drilling equipments, tools & plants etc and transportation of departmental materials from sub-divisional store to work site and returning excess departmental materials if any, to sub divisional store after completion of work . |
| 12 | Add GST @18% on items no-1 to 11 |
| 13 | Add cess @1% on items no-1 to 12 |
| 14 | B) SUPPLY AND INSTALLTION OF SOLAR MODULESolar Module: Supply , transport , installation and commissioning of ISI marked Solar Modules as per following specification: 1. Cell: Indegenous Monocrystalline silicon SPV cells 2. Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell 3. Standard: ISI marked as per IS 14286 and having certificate of IEC 61853(1) 61730 (1&2), 61710 4. Modules mast qualify to IS 170210 (Part-I) 5. Min. Efficency : 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 certificate also to be supplied. For details 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. Considering 10 nos module @ 550 Wp |
| 15 | Module Mounting Structure ( For 1 HP, 2 HP, 3 HP, 5 HP 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. Considering 1 no. 4 module structure & 1 no. 6 module structure of fixed type moduler Structure (The approximate weight of the Module Mounting Structure given in Clause no.5.1 should be followed) |
| 16 | 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 Cl.6.12) 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). d) For 5 HP capacity Pump-motor set with DC input |
| 17 | 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) & 20 m (for 5/7.5/10/15/17.5/20 HP)ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etcb) For 5 HP per structure |
| 18 | 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. |
| 19 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washer, cable lugs etc as Required and mending good damages a) Solid GI wire (ii) No. 6 SWG. |
| 20 | 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) |
| 21 | 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 5 years from the date of installation. |
| 22 | 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 ISI marked 3 phase 415 V Pump-Motor set having discharge at required head as below:-iii) Submersible Pump-motor set for LDTW with external part made of stainless steel of grade 304 or higher as per IS 6911 and IS 3444,with discharge of 7.5 Lps- 5.83 Lps at 30 mts.-35 mts. total head with cable(3m), cover plate, Socket, Flanged Nipple, Rubber Insertion, Nuts& bolts and all other accessories including transportation of Bend, Column Pipes, cable, sluice valve, lay flat hose pipe etc. from Deptt. Store to site within 100km. The pump motor should be tested as per IS 8034:2048(third revision) |
| 23 | Testing and commissioning of scheme after completion of all work |
| 24 | Cleaning and washing of modules once in 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 the site for the said purpose.For 5 Years |
| 25 | 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 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 & 10 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 |
| 26 | 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.) |
| 27 | Insurance @ 2% for Item No. 11, 13, 18, and 19 for a period of 5 years.Note:2:- Ist 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. |
| 28 | Supplying, fitting & fixing of MS Plate of size 20 cm x 20 cm, 6 mm thick make of two halves(20 cm x 10 cm) placed over housing pipe of LDTW to rest the supporting clamps,with semi circlar hole of 90 mm dia at centre including locking arrangement between the two halves on both sides, including fitting, fixing of 25 mm dia G.I. bend by making a hole on plate for passing submersible cable smoothly and complete in all respect. |
| 29 | Supplying and fixing MS Hexagonal Head Bolts & Nuts bearing IS-1363 (Part-I)/1992 of product Grade-C with latest amendments for bolts & ISIS-1363 (Part-3)/1992 of product Grade-C with latest amendments. |
| 30 | Supplying, fitting and fixing including transportation of sign board made of 3 mm thick MS plate of size 300 mm x 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 words - Red. Bothbottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. |
| 31 | Add GST @18% on items no 14 to 30 |
| 32 | Add cess @1% on item no-14 to 31 |
| 33 | C) CONSTRUCTION OF FOUNDATION OF 4 MODULE MOUNTING STRUCTURE Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in oundation 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. |
| 34 | 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. |
| 35 | 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) |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 37 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 38 | Providing and laying in position specified grade of reinforced cement concrete, excluding thecost 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 stoneaggregate 20 mm nominal size derived from natural sources) |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 41 | Neat cement punning. |
| 42 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 as per O.M. Issued by DG, CPWD vide No.- 158/SE/(TAS)/GST/2024 /02-Dated: 08/08/2024 on items no-33 to 41 |
| 43 | Enhansment for Cost Index On DSR'2023 Item @ 9 % for (Berhampore, WEST BENGAL ) on items no- 33 to 41 |
| 44 | D) CONSTRUCTION OF FOUNDATION OF 6 MODULE MOUNTING STRUCTURE Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in oundation 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. |
| 45 | 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. |
| 46 | 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) |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 48 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 49 | Providing and laying in position specified grade of reinforced cement concrete, excluding thecost 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 stoneaggregate 20 mm nominal size derived from natural sources) |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 51 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 52 | Neat cement punning. |
| 53 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 as per O.M. Issued by DG, CPWD vide No.- 158/SE/(TAS)/GST/2024 /02-Dated: 08/08/2024 on items no-44 to 52 |
| 54 | Enhansment for Cost Index On DSR'2023 Item @ 9 % for (Berhampore, WEST BENGAL ) on items no- 44 to 53 |
| 55 | E ) CONSTRUCTION OF DROP CHAMBER AND GRAVEL PIT AND KIOSK BOXEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in oundation 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. |
| 56 | 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. |
| 57 | 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) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 59 | 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) |
| 60 | 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. |
| 61 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 62 | 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) |
| 63 | 20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 64 | Neat cement punning. |
| 65 | Providing and fixing 1 mm 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 flats 30x6 mm for diagonal braces and central cross piece. Using flats 30x6mm for diagonal braces and central cross piece |
| 66 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 67 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 68 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 as per O.M. Issued by DG, CPWD vide No.- 158/SE/(TAS)/GST/2024 /02-Dated: 08/08/2024 on items no-55 to 67 |
| 69 | Enhansment for Cost Index On DSR'2023 Item @ 9 % for (Berhampore, WEST BENGAL ) on items no- 55 to 68 |
| 70 | F ) SUPPLY OF DIFFERENT ITEMS150 mm nominal dia 7.5 mm wall thick PVC Casing (medium casing) pipes as per IS : 12818/2010 |
| 71 | PVC Screen Ribbed Pipe (Medium) of nominal dia 100 mm (O.D. 117 mm) , wall thickness 5.0 mm, conforming to IS : 12818/2010 |
| 72 | UPVC reducer for UPVC casing pipe conforming to IS : 12818/2010150 X 100 mm Socket (CD) |
| 73 | 80 mm dia(NB) Galv. M.S. Column Pipe one end screwed and other end with standard flange 3 m long (top) as per ISI marKed -1239, Galv- IS 4736Top Pipe for column pipe |
| 74 | 3 Core 2.5 sqmm Flat Weather Proof Copper PVC insulated heavy cable as per IS Specification 694 |
| 75 | 80 mm dia 6 mm thick heavy duty GI supporting clamp as per IS 1239, Galv- IS4736 |
| 76 | 80 mm (NB) GI 90 degree Bend as per IS 1239 (Part-II)/1992 with latest amendment, both end welded with flange as per IS 6392/1971, Table-17 with latest amendments with Galv. as per IS4736. Both bend & flange are duly ISI certification marked. |
| 77 | 80 mm dia Nominal size (PD) ISI marked Sluice Valves Pressure designation P.N. 1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with amdt. No. 1 & 2 . The valves shall be tested for (closed end test) against Hydrostatic test requirement. |
| 78 | Lay Flat hose of 100 mm nominal size polyster reinforced lay flat hose (the hose should has, wall thickness 1.3 ± 0.3 mm working pressure 3.0 kg/m2 & brusting pressure (9 kg/m2). The Lay flat hose should have a standard length of 100/200 m roll. |
| 79 | G ) LOADING , UNLOADING AND CARRIAGE OF SUB-DIVISIONAL ITEMSLabour for loading the following materials into trucks, carts, boats etc. at lifting point and unloading the materials at the destination and stacking the same as per direction including carriage by head load upto a lead of 100 metres at each end.ERW/ MS Pipe75 mm / 80 mm. dia. |
| 80 | Labour for loading the following materials into trucks, carts, boats etc. at lifting point and unloading the materials at the destination and stacking the same as per direction including carriage by head load upto a lead of 100 metres at each end.uPVCUPVC Pipe/Ribbed Screen/Slotted Pipes100 mm. DN dia. |
| 81 | Carriage of miscellaneous materials over pucca road upto 5 km. distance ERW/ MS pipe75 mm / 80 mm. dia. |
| 82 | Carriage of miscellaneous materials over pucca road beyond 5 km to 50 KM distanceERW/ MS pipeFor carriage of 80 mm dia Beyond 5 km and upto 35 KM @ |
| 83 | Carriage of miscellaneous materials over pucca road upto 5 km. distance uPVC Pipe/Ribbed Screen/Slotted Pipes100 mm. DN dia. |
| 84 | Carriage of miscellaneous materials over pucca road Beyond 5 km. upto anydistanceuPVC Pipe/Ribbed Screen/Slotted PipesFor carriage of 100 mm DN Beyond 5 km and upto 35 KM |
| 85 | Add GST @18% on items no 79 to 84 |
| 86 | Add cess @1% on item no-79 to 85 |
| 87 | Consolidated cost for 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 1 (One) no clustered 2 (Two) Light Duty Tubewell (Solar) for 12.00 (Twelve) Ha. under jurisdiction of Berhampore-I(A-I) Division for the Financial Year 2026-27 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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