Tender For Installation Of Jotraghu Midi (E) Rli Scheme Under Farakka Assembly Constituency Under Farakka Block Under Lalgola (A-M) Sub-Division Under Berh Ore-I (A-M) Division Under Core Sector Programme For The F.Y. 2026-27.
Tender Value
41.90 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
31 days left
EMD
83809
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
Contact Person
Address
Project Description
Tender for Installation Of Jotraghu Midi (E) Rli Scheme Under Farakka Assembly Constituency Under Farakka Block Under Lalgola (A-M) Sub-Division Under Berh Ore-I (A-M) Division Under Core Sector Programme For The F.Y. 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | A. SCHEDULE FOR CONSTRUCTION OF WTA |
| 2 | 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. (For Spout chamber and QDP) |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 4 | Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level a) For works in foundation , Basement up to roof of ground floor/ up 4 mtr |
| 6 | 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) |
| 7 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived fromnatural sources : 3 graded stone aggegate 20 mm nominalsize derived from natural sources) |
| 8 | Brick work with common bumnt 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). |
| 9 | 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) |
| 10 | Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 13 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix (b) 15 mm. thick plaster 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 14 | Neat cement punning |
| 15 | Enhamvcement due to apllying (i) 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-Date-08/08/2026 SH: I to SH:-VII i.e @ 0.973% and (ii) After Add enhancement for cost index @115% on DSR-2023 item (As approved Cost Index of Berhampore in 115 on DPAR 2023 (Base-100) as on 01/04/2024 vide letter No 34(1)/SDG(Kol)/Cost Index/2024/1316(H) Dated 01/04/2025 on (item no 1 to 14) = (301028.02*.973-1.15)-301028.02= 35807.283 |
| 16 | Carriage 4% (except item no 2,) on (3 to 15) ((301028.02-4736.42 )*.973*1.15) |
| 17 | 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, dryor moist / slushy silt / sticky soil. (For Pipe Trench) |
| 18 | Earthwork in filling in tranches after laying pipe lines (PVC,RCC,ACP etc.)with good earth obtained from exavation of field trenches in layer not exceeding 225mm, including watering &ramming etc layer by layer complete(payment will be made on the basis of measurement of finished quantity of work) |
| 19 | Laying of UPVC 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 pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. |
| 20 | i) 200 mm.OD. |
| 21 | ii) 140 mm. OD. |
| 22 | Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser 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. complete. |
| 23 | Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to work site |
| 24 | Erection, fitting, fixing of set of M S Quadruped inlet and outletpipe fittings for 1st chamber and 2nd chamber of Major RLIScheme. (Rate inclusive of transportation from departmentalstore to work site). |
| 25 | 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. (i) Labour charges for fitting & fixing of 150 &1 00 mm dia Sluice Valve. |
| 26 | 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. |
| 27 | (i)(a) 100 mm. dia. ERW pipe. |
| 28 | (i)(a) 150 mm. dia. ERW pipe. |
| 29 | Installation of Diesel Engine / Electric-Motor Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-incharge. (Pump set and all accessories will be supplied departmentally). (ii) For Midi RLI schemerick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC. |
| 30 | 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. |
| 31 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entriepipe 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. for MIDI RLI |
| 32 | Carriage 4% item no(20 to 31) ((252437.66-(125215.20+68036.51)) = 390721.44 |
| 33 | GST 18% (Applicable on WRDD Item including WRDD items carriage) (item no 17 to 32) |
| 34 | CESS 1% (Applicable on WRDD Item including WRDD items carriage)(item no 17 to 33) |
| 35 | D. SCHEDULE FOR MATERIALS FOR INSTALLATION OF MIDI RLI SCHEME |
| 36 | i. PVC PIPES & ACCESSORIES |
| 37 | Supply of 200 mm. dia P.V.C. pipe Class- I ( with matching coupler ) ISI marked,marking IS No. 4985/1988 with latest amendments with free solvent cement. |
| 38 | Supply of 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) ISI marked,marking IS No. 4985/1988 with latest amendments with free solvent cement. |
| 39 | Supply of 140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) ISI marked,marking IS No. 4985/ 1988 with latest amendments with free solvent cement. |
| 40 | Supply of 200 X 200 X 200 mm dia P.V.C. Equal Tee ISI marked, with free solvent cement. |
| 41 | Supply of 140X140X140X mm dia PVC equal Tee ISI marked, with free solvent cement. |
| 42 | Supply of 200 mm. dia ISI marked,( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. |
| 43 | Supply of 160 mm. dia ISI marked,( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. |
| 44 | Supply of 160 X 140 mm dia.P.V.C. Reducer (Class-II) ISI marked,with free solvent cement. |
| 45 | Supply of 200X 160 mm dia.P.V.C. Reducer (Class-II)ISI marked, with free solvent cement. |
| 46 | Supply of 200X 140 mm dia.P.V.C. Reducer (Class-II)ISI marked, with free solvent cement. |
| 47 | 200 X 60º P.V.C. Bend ISI marked,IS10124 |
| 48 | 140 X 90º P.V.C. Bend ISI marked,IS10124 |
| 49 | 140 X 60º P.V.C. Bend ISI marked,IS10124 |
| 50 | 200 mm dia PVC End Cap |
| 51 | 140 mm dia PVC End Cap |
| 52 | 200 mm dia P.V.C.Extra Coupler (Class-II) ISI marked,IS10124 |
| 53 | 140 mm dia P.V.C.Extra Coupler (Class-II) ISI marked,IS10124 |
| 54 | Solvent Cement(Extra) Conforminng to IS: 14182/1994 |
| 55 | ii. MS/ G.I ACCESSORIES |
| 56 | Quadrupped Set for MIDI RLI Scheme |
| 57 | 150 mm. dia I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve . |
| 58 | 100 mm. dia I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve . |
| 59 | 100 mm dia NB Foot Valve (Flanged type) IS -4038 / 1986 |
| 60 | Ф150 mm NTP /Alfa-Alfa Valve as per technical specification (C type) |
| 61 | 100 mm dia 90º G.I bend both ends flanged ISI marked, IS-1239, Galv-4736 (with Priming arrangement) |
| 62 | 150 mm dia (4.8 mm) G.I. E.R.W. Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 Specification.Galv IS 4736 |
| 63 | 100 mm dia Galv. MS Flanged Pipe ISI marked, IS:1239, Galv-4736 |
| 64 | 150 mm dia 90degree G.I bend (both end flanged -ISI marked -IS 1239 Galv-IS 4736 |
| 65 | MS Hose Clamp 150 mm dia |
| 66 | 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 |
| 67 | Supply and transportation GI Foundation Bolt for Electro Motor Pump Set (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% |
| 68 | Supply and transportation of GI 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%. |
| 69 | Nuts & Bolts IS: 1363 (Part 1 & 3) /1992 of Product Grade-C. |
| 70 | M-20 X 100 mm |
| 71 | M-16 X 65 mm |
| 72 | M-20 X 80 mm |
| 73 | M-16 X 80 mm |
| 74 | M-16 X 50 mm |
| 75 | Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500 mm.dia (Table-5) |
| 76 | Foot valve leather washer 100mm dia |
| 77 | ISI marked P.V.C.Flexible Hose pipe as per IS 15265 - 100 mm dia |
| 78 | Rubber Insertion I.S. 638/79 with latest amendment sheet 5 mm. 2 Ply. ( for raised surface of Flange as per IS-6392) |
| 79 | 200 m dia Ruber Insertion(Table-11) |
| 80 | 200 m dia Ruber Insertion(Table-5 |
| 81 | 150 m dia Ruber Insertion(Table-17) |
| 82 | 150 m dia Ruber Insertion(Table-5) |
| 83 | 100 m dia Ruber Insertion (Table-5) |
| 84 | 65 m dia Ruber Insertion (Table-5) |
| 85 | 80 m dia Ruber Insertion (Table-5) |
| 86 | Electro motor Pump sets ,ISI marked,IS-12615 & IS-6595; Monoblocks as per IS 9079 (d) 10 H.P Electro Motor Pump set having capacity of 100 cubic meter per hour discharge at I8 meter total head. |
| 87 | Supply of Sheet metal enclosed re-wireable type Fuse, Main switch,3 phase, 50 Cycles A.C Supply 63 Amps 415 volts A.C TPN Main Switch..IS:60947 (part-3)/1993 ISI Marked |
| 88 | Supply of Sheet metal enclosed re-wireable type Fuse, Main switch, 3 phase, 50 Cycles A.C Supply 32 Amps 415 volts A.C TPN Main Switch .IS:60947 (part-3)/1993 ISI Marked |
| 89 | 10HP 3Ø Electromagnetic Star -Delta Motor controller with 4 pole heavy duty Power contactor, single phasing preventer and normal protective feature, MCB, Indicators, push buttons, Ammeter and voltmeter, all in IP54 enclosure of min 16SWG CR sheet steel, 10 tank process powder coat painted and as per techinical specification, IS 60947 |
| 90 | Supplying of 1.2 mm thickness busbar (63Amps, 500Volts) chamber 300 mm x 290 mm x110mm in size fitted with 25 mm x3 mm x225 mm copper bar (4bars) supplied with requisite brass nuts & bolts equivalent to bore size with at least 2 nos. of putter and 1 no inlet holes of 1-1/4\\" size on iron legs on w. board including arrangement of double earthing by 10 SWG GI wires. IS:60947 ISI Marked |
| 91 | Supply of 1.1 KV grade 3.5 core PVC insulated 50sqmm size aliminium conductor cable as per IS -1554 (Part-I) ISI Marked |
| 92 | SCHEDULE FOR CONSTRUCTION OF MIDI PUMP HOUSE |
| 93 | 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. |
| 94 | 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 |
| 95 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 96 | Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 97 | 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) |
| 98 | Brick work with common bumnt 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). |
| 99 | 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) |
| 100 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived fromnatural sources : 3 graded stone aggegate 20 mm nominalsize derived from natural sources) |
| 101 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level |
| 102 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 103 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 104 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 105 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 106 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 107 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 108 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix (b) 15 mm. thick plaster 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 109 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix (b) 20 mm. thick plaster 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 110 | CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix (b) 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 111 | Neat cement punning |
| 112 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). (ROOF TOP) |
| 113 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 114 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. |
| 115 | Supply of Fibre reinforced by organic fibres and/or inorganic synthetic fibres cement ventilator curves |
| 116 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 117 | 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. |
| 118 | White washing with lime to give an even shade. New work (three or more coats) |
| 119 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 120 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 121 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 122 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 100X100X100 Tee |
| 123 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (plain) 110mm Shoe |
| 124 | Supplying 1 m x 0.6 m x 24 swg MS board containing 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 |
| 125 | Lettering with black Japan paint of approved brand and manufacture |
| 126 | Enhamvcement due to apllying (i) 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-Date-08/08/2026 SH: I to SH:-VII i.e @ 0.973% and (ii) for cost index @115% on DSR-2023 item (As approved Cost Index of Berhampore in 115 on DPAR 2023 (Base-100) as on 01/04/2024 vide letter No 34(1)/SDG(Kol)/Cost Index/2024/1316(H) Dated 01/04/2025 on B = (473120.56*.973*1.15)-473120.56= 56277.69 |
| 127 | Carriage 4% on 473120.56*0.973*1.15 |
| 128 | GST 18% (Applicable on WRDD Item including WRDD items carriage) |
| 129 | CESS 1% (Applicable on WRDD Item including WRDD items carriage) |
| 130 | SCHEDULE FOR INTERNAL WIRING OF MIDI PUMP HOUSE |
| 131 | Supplying of Sheet steel DP MCB enclosure |
| 132 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 133 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 134 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. Group A |
| 135 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 136 | Supplying and fixing PVC batten/ angle holder including connections etc. as required. |
| 137 | LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5,Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70,under voltage and over voltage protection, EMIEMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 10watt |
| 138 | Labour Charges for fixing of 63 A, 415 V Sheet. sheet steel TPN main switch on Angle frame on wall |
| 139 | Labour Charges for fixing of 4 Bars 63 A, 415 V M.S. sheet metal busbar chamber on angle iron frame on wall . |
| 140 | Labour Charges for fixing 32 A, 415 V Sheet. sheet steel TPN main switch on Angle frame on wall |
| 141 | Fixing only of starter (for 10 HP motor contol) on angle iron frame on wall with nut and bolts and making necessary connection with electrical cable. |
| 142 | Meter loop connection with 1.1 K.V. Gr. 3½ core, 35 Sqmm P.V.C./ XLPE insulated & sheathed and armoured Aluminium Cable from Meter to incomming TPN Main Switch / Terminal. (Brand: Gloster/Havells/Finolex) . |
| 143 | Supplying and Drawing with 1.1 KV, PVC flexible 'FR' cables copper conductor conforming to IS 694 in suitable size with fitting and fixing on wall , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to IEE regulation and as per direction of EIC.(Brand: Gloster/Havells/Finolex) . (i) 4C x 16 sqmm Copper cable conforming to IS 694 [63 A TPN switch to Bus-bar] |
| 144 | (ii) 3C X 10 sqmm copper cable conforming to IS 694 [Busbar to 32 A, TP Main switch and 32 A TP switch to Motor starter] |
| 145 | (iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (Medium quality)[ Star-Delta Motor starter to Motor] |
| 146 | Suppling & fixing 200 mm X 150 mm M.V. danger notice plate |
| 147 | Supplying and fixing of light class G.I. pipe of 50 mmdia. (nominal) 3 metres length along the pole forEarthing purpose. |
| 148 | Providing and fixing 25 mm X 5 mm G.I. strip in 40mm dia G.I. pipe from earth electrode includingconnection with G.I. nut, bolt, spring, washerexcavation and re-filling etc. as required. |
| 149 | Providing and laying earth connection from earth electrode with 6 SWG G.I. wire = 0.154kg /mtr Hence 40 mtr= (40*.154)=6.16 |
| 150 | nsulation testing of internal wiring of Pump House/Kiosk Boxincluding wiring of electric Motor & other ancilary equipments by means of Megger . |
| 151 | Supply and Fixing of wall mounting type angle iron frame made from GI angle (40 x 40 x 5mm) thick for fixing of control equipments |
| 152 | Enhamvcement due to apllying (i) (As approved Cost Index of Berhampore in 109 on DPAR 2025 (Base-100) as on 01/10/2025 vide letter No 34(1)/SDG(Kol)/Cost Index/2026/915 Dated 19/05/2026 on |
| 153 | GST 18% (Applicable on WRDD) |
| 154 | CESS 1% (Applicable on WRDD ) |
| 155 | SCHEDULE FOR FORMATION AND SUBSEQUEST STRENGHTENING OF REGISTERED WUA |
| 156 | Campaigning in the command area of Midi RLI sub projeact by community workers for mass awarness, acapacity building to achieve sustainability of sub project. Cost include wagw paymwnr to ommunity workers, ytransportation, leaflet etc. |
| 157 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the comman darea of one Mid RLI having CCA 40 Ha |
| 158 | Meeting cost for WUA formation, cost inccluding refreshment, training materials, transport loacl conveyance, wage payment to community wirker, remuneration to reassource person and incidental charges. |
| 159 | Registration cost for WUA under suitable act (society) deed writing including registration charge, conveyance xost & opening of Bank A/C etc. |
| 160 | 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 charges ( rate on meeting) |
| 161 | Meeting and onsite demonstration for operation & maintenance of one Midi RLI ubewell, water management and mode of collection of water tax, building of corpus fund etc.. |
| 162 | IEC materials (leaflet, poster, note book)= 8 meetings, for SL-2 and SL-4 |
| 163 | Documents cost for activities of WUA scheme by still photography, report booklet etc in both hard and soft copy. |
| 164 | Impact & monitoring of scheme by site visit of 2 community workers during 3 years' period |
| 165 | SCHEDULE FOR INSTALLATION OF 1no 25 KVA DTR OF MIDI RLI SCHEME |
| 166 | MATERIALS COST FOR ENERGIZATION |
| 167 | PCC Pole 8 Mtr |
| 168 | M.S CHANNEL 75X40MM |
| 169 | M.S ANGLE 65X65X6 MM |
| 170 | MS FLAT 65X6 MM |
| 171 | GI STAY SET LT |
| 172 | Porcelain guy insulator HT |
| 173 | COND ACSR RBT 50SMM |
| 174 | G.I EARTH SPIKE |
| 175 | G.I EARTH SPIKE |
| 176 | G.I WIRE 4 MM |
| 177 | G.I WIRE 5 MM |
| 178 | Stay wire 7/3.15 mm |
| 179 | TRANSFORMER 11/0.433 KV ,Outdoor 25 KVA |
| 180 | 11 KV POLYMER COMP WH FTTG PIN INSL 45 KN |
| 181 | COMPOSITE H/W FITTIGS FOR 30/50 SMM COND |
| 182 | 11 KV POLYMER COMP WH FTTG PIN INSL 5 KN |
| 183 | ISL 11 KV 200A TPGO |
| 184 | L.A 12 KV ,10KA Class:II (Gapless Type) |
| 185 | GI TURN BUCKLE |
| 186 | Escl @5% for (2024-25) |
| 187 | Escl @5% for (2025-26) |
| 188 | LABOUR COST FOR ENERGIZATION |
| 189 | Survey for H.T.O/ H Line |
| 190 | Node wise GIS Survey & Mapping on Bidyut Manchita |
| 191 | Erection of S/Stn D.P Structure complete on P.C.C Pole 9M |
| 192 | Erection of single P.C.C Pole 8 mtr long with all fitting |
| 193 | Erection of single P.C.C pole |
| 194 | Erection of double P.C.C Pole 8 mtr long with all fitting |
| 195 | Stringing and sagging : 3Wire ACSR 50SQMM |
| 196 | Earthing complete |
| 197 | Erection of 25 KVA DTR |
| 198 | Fixing of Disc Insulator 11 KV |
| 199 | Fixing of PIN Insulator 11 KV |
| 200 | Re Fixing of PIN Insulator 11 KV |
| 201 | Erection of stay set H.T |
| 202 | Fixing of 11 KV TPGO Isolator |
| 203 | Fixing of lighting Arrestor |
| 204 | Pipe earthing for DTR Neutral point earthing as per rate contact |
| 205 | Painting of DTR Structure code |
| 206 | Fixing of CG Braket in single pole |
| 207 | Fixing of lead wire upto 60 mtr (2WIRE) |
| 208 | Fixing of cross lacing wire |
| 209 | SUPERVISSION CHARGES |
| 210 | LABOUR CESS 1% ON (Total materials cost +labour cost +supervission charges) |
| 211 | CGST @ 9% on Labour cost |
| 212 | SGST @ 9% on Labour cost |
| 213 | SECURITY DEPOSIT (AS PER QUOTATION WBSEDCL) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 31 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 33 daysTender Documents
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