Tender For Re-Excavation Of Dutta Bandh Pukur Water Detention Structure With Inlet And Outlet Structure At Mouza- Dahuka , J.L.No.- 70 , Plot No- 532 Under Chinchuria Gram Panchyat Withinjamuria Block Under Jamuria Assembly Constituency Under Durgapu
Tender Value
70.16 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
4 days left
EMD
1.40 Lakhs
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
Purba Bardhaman → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Excavation Of Dutta Bandh Pukur Water Detention Structure With Inlet And Outlet Structure At Mouza- Dahuka , J.L.No.- 70 , Plot No- 532 Under Chinchuria Gram Panchyat Withinjamuria Block Under Jamuria Assembly Constituency Under Durgapur(A-E) Sub-Division Under Paschim Bardhaman District Under Burdwan(Agri-Mech) Division Under Core Sector Programme In The Fy 2026-2027.
BOQ
| Sl. No. | Item Description |
| 1 | For Re-Excavation of Water Detention Structures. |
| 2 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge (40% of Existing Volume) |
| 3 | 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. (97% of Total Earth Work) |
| 4 | 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.(b) Gravel / moorum / kankar / compact moorum / very much weather rock / sticky soil mixed with moorum / soil mixed with Shingles. (3% of Total Earth Work) |
| 5 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 6 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Prop. Lead (30 % Volume Total Excavated Earth) upto 30 m. |
| 7 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Prop. Lead (30 % Volume Total Excavated Earth) 61 m. to 90 m. |
| 8 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Prop. Lead (20 % Volume Total Excavated Earth) 150m to 180 m. |
| 9 | Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Prop. Lead (20 % Volume Total Excavated Earth) 450 m to 480 m |
| 10 | For Construction of Inlet & Outlet Structure |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 13 | 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). |
| 14 | 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). |
| 15 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia RCC pipes. |
| 16 | Construction of Display Board |
| 17 | Supplying, fitting and fixing including transportation of sign board for identifying 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 x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS 3,677.51 and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom 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 anddirection of E.I.C. |
| 18 | Estimate 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. |
| 19 | Campaigning in the command area of one no WHT/WHR/RWHT/WDS Sub-Projects by community workers for mass awareness, capacity building to achieve sustainability of Sub-Projects. Cost include wage payment to community workers, transportation, leaflet etc. |
| 20 | Demarcation of command area selection of beneficiaries and preparation of land schedule within the Command area of one no WHT/WHR/RWHT/WDS having CCA 05 Ha. |
| 21 | Meeting cost of WUA formation cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges. |
| 22 | Registration Cost for WUA under suitable act(Society) deed writing including registration charge, conveyance cost & opening of Bank A/C etc. |
| 23 | Livelihood 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). |
| 24 | Meeting and onside demonstration for operation & maintenance of scheme, water management and made of collection of water tax building of corpus fund etc. |
| 25 | IEC Materials (leaflet, poster, notebook)= 8meetings for Sl-2 and Sl-4. |
| 26 | Documentation Cost for activities of WUA scheme- by still photography, report booklet etc. in both hard and soft copy. |
| 27 | Impect study and monitoring of scheme by site visit of 2 Community workers during 3 years’ period. |
| 28 | Sprinkler Irrigation System |
| 29 | 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 .b) For 2 HP Off-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 2150- 2400 Wp. |
| 30 | 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. 4 module Fixed str.) |
| 31 | 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 |
| 32 | 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 in Cl.6.1 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 60947-2 5) 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(g), to 3(l).\\"b) For 2 HP capacity Pump-motor set with DC input |
| 33 | 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 etcb) For 2 or more structure per structure with 9m distance between sturctures. |
| 34 | 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. |
| 35 | 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 |
| 36 | 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. |
| 37 | a) Lightning protection (Pole mounted): Lightning protection with 1.5\\" G.I pipe of 4 mts + 0.75 mts 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. (Provision of one lightning protection for each structure) |
| 38 | 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)b) 2 HP 3 phase Monoblock Pump-motor having discharge at required head as below::-i) 2 HP 3 phase AC surface mounted Monoblock Pump-motor set as per IS 9079 with 2.60 - 2.78 Lps discharge at 26 mts. total head suitable for 2.0 Ha CCA Sprinkler / Drip operation with foot valve, required quantity of flexible suction pipe(15m), clamps, bend, footvalves and all other accessories to complete connection of suction and delivery side . |
| 39 | Testing and commissioning of scheme after completion of all work |
| 40 | a) Supply, fitting and Fixing of Pump-motor shed of height 0.85m(as per drawing) with Hot dip Galvanised ISA 25X25x3 & 1.5mm MS sheet including foundation Base of 0.95m x 0.65m for Pump Unit ( BFS, .075mm 1:2:4 PCC, 100mm 1:1.5:3 CC) - For 2HP and 3HP surface pump. |
| 41 | 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)b) For 3 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 |
| 42 | Insurance @ 2% for Item No. 1, 4, 8, and 10 for a period of 5 years.Note:2 1st 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. |
| 43 | 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.) |
| 44 | 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. |
| 45 | ESTIMATE FOR PROCUREMENT OF SPRINKLER IRRIGATION COMPONENT |
| 46 | Supplying, Fittings & Fixing of Metal Impact Sprinkler as per IS 12232. (i)QRC HDPE Pump connecting nipple 63mm IS : 14151 Part-II |
| 47 | Supplying, Fittings & Fixing of Quick Connect Pipe (Metal Latch Type),as per IS-14151 (i)HDPE Pipe with Quick Release Coupler(Pipe of Class-II, 3.2Kg/cm2) IS :14151 Part-I 63mm dia.& 6m long |
| 48 | Supplying , Fittings & Fixing of Quick Connect Tee (Metal Latch)as per IS -14151 (i)HDPE Tee with coupler (63mm)IS -14151 (Part-II) |
| 49 | Supplying , Fittings & Fixing of Quick Connect Tee (Metal Latch)as per IS-14151 (i)HDPE Bend with coupler 90 degree (63mm)IS -14151 (Part-II) |
| 50 | Supplying, Fittings & Fixing of Metal Impact Sprinkler as per IS 12232 Supplying , Fittings & Fixing of Quick Connect Tee (Metal Latch)as per IS-14151 (i)HDPE End Plug (63mm)IS -14151 (Part-II) |
| 51 | Supplying , Fittings & Fixing of Quick Connect Service Saddle (Metal Latch) as per IS -14151 (i)HDPE 63mm service saddle.IS -14151 (Part-II) |
| 52 | Supplying , Fittings & Fixing of Quick Connect End Riser of approved make and quality all complete as per direction of Engineer in charge (ii)End Riser Pipe 3/4\\" diameter x 100 cm |
| 53 | Supplying, Fittings & Fixing of Metal Impact Sprinkler as per IS 12232 (i)Sprinkler Nozzles Full Circle (1.7 to 2.8 kg 1cm2) 12m to 18m Radius of throw,2050 LPH Discharge IS-12232 (Part-I) |
| 54 | CONSTRUCTION OF STEPPED GHAT |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as directed by Engineer-in-Charge. — All kinds of soil. |
| 56 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 57 | 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). |
| 58 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 59 | 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. |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for — Stairs, (excluding landings) except spiral-staircases. |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for — Suspended floors, roofs, landings, balconies and access platform. |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for — Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 63 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. |
| 64 | Add GST @ 18% (For Sl No 1.01 to 1.08, 3.01 & 5.01 to 6.08 Except 5.03) |
| 65 | Add CESS@ 1% (For Sl No 1.01 to 1.08, 3.01& 5.01 to 6.08) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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