Tender For Installation Of New Habibpur-I Major Rli Schemes (Handed Over) On Turn-Key Basis Under Ch Adanga (A-M) Sub-Division Under Chinsurah (A-M) Division Under Core Sector Programme In The District Of Hooghly
Tender Value
89.66 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
32 days left
EMD
1.79 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
Hooghly → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation Of New Habibpur-I Major Rli Schemes (Handed Over) On Turn-Key Basis Under Ch Adanga (A-M) Sub-Division Under Chinsurah (A-M) Division Under Core Sector Programme In The District Of Hooghly
BOQ
| Sl. No. | Item Description |
| 1 | Supply of Materials: Supply of 315 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 2 | Supply of 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 3 | Supply of 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 4 | Supply of 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 5 | Supply of 200 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) |
| 6 | Supply of 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) |
| 7 | Supply of 315 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) |
| 8 | Supply of 200 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) |
| 9 | Supply of 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) |
| 10 | Supply of 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) |
| 11 | Supply of 200 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) |
| 12 | Supply of 200 X 160 mm P.V.C. Reducer (Class-II) |
| 13 | Supply of 200 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) |
| 14 | Supply of 140 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) |
| 15 | Supply of 140 X 90º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) |
| 16 | Supply of 200 mm dia P.V.C. End Cap(Cl-III) |
| 17 | Supply of 140 mm dia P.V.C. End Cap(Cl-III) |
| 18 | Supply of 315 mm dia P.V.C.Extra Coupler (Class-II) |
| 19 | Supply of 200 mm dia P.V.C.Extra Coupler (Class-II) |
| 20 | Supply of 140 mm dia P.V.C.Extra Coupler (Class-II) |
| 21 | Supply of Solvent Cement(Extra) |
| 22 | M.S. ACCESSORIES: Supply of GI Set for Distribution Chamber , All material ISI marked (As per appvd. existing drawing & tech. spec.) a)Quadruped Set for Major RLI |
| 23 | Supply of C.I. Sluice Valve With hand Wheel, ISI marked , IS : 14846 a) 150 mm Dia |
| 24 | Supply of 150 mm dia NB Foot Valve (Flanged type) lS -4038 / 1986 |
| 25 | Supply of Alfa Alfa Valve (nipple type) with handwheel 01 no. for 04 nos valve. (As per appvd. existing dwg.) a) 150 mm N.B. (Type-C) |
| 26 | Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736 a) 150 mm dia |
| 27 | b) 150 mm dia long bend (with priming) |
| 28 | Supply & transport of MS Kiosk Box of size 72\\" X 48\\" X 30\\" made with 16 gauge ms sheet fitting and fixing by running welding on (50 X50X6) angle with painting complete as per direction of EIC. |
| 29 | Supply of Galv. MS Flanged Pipe ISI marked- IS: 1239, Galv- IS 4736 a) 150mm.dia (4.8mm) |
| 30 | Supply & transportation of MS Shore manifold with painting made of 350 mm dia MS ERW pipe 1 mtr. long having 1 numbers of 300 mm dia inlet and 2 nos of 150 mm dia outlet all end flanged welded , MS ERW Pipe conferming to IS 1239(Part-I)/3589 Medium and MS Flanged conferming to IS 6392/719tABLE 17) , Flanged thickness of 300 & 150 mm dia 19 mm thick +3 mm of raised surface. |
| 31 | 150 x 300 Expander (MS) with Both End ISI marked Flange welded |
| 32 | 300 mm dia Z bend,average length 2 mtr, both end ISI marked flanged of size 300 mm NB, 5.40 mm thick M.S. ERW pipe and 300 mm dia MS plate flanged 18 mm thick with 12 nos drilled hole equally spaced fitting and fixing by running welding with painting complete. |
| 33 | Supply and transport of 20 HP Motor cover of size 600 x 600 x 700mm made with 25 x 25 x 5mm angel 2mm thick M.S. sheet with 4 Nos. Handle and Locking arrangement and fitting and fixing by running welding with painting complete as per drawing and direction of EIC. |
| 34 | Supply of MS Hose Clamp : 150 mm dia (45 mm thick, 2 mm width) |
| 35 | Supply of C.I. Flanged Tail piece/Nipple : 150 mm dia.Tail piece one end flanged other end grooved. |
| 36 | Supply and Delivery of Foundation Bolt for Distribution Chambers (Quadruped Sets) manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of the Bolt is 375+ 10 mm having welded head 80+ 10 mm in length & 20 mm in nominal diameter with Nut & Bolt |
| 37 | Supply and Delivery of Foundation Bolt for Distribution Chambers (Quadruped Sets) manufactured from 16 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of the Bolt is 375+ 10 mm having welded head 80+ 10 mm in length & 16 mm in nominal diameter with Nut & Bolt |
| 38 | Supply and Delivery of GI Hexagonal Head Bolts & Nuts conforming to IS-1363 (Part-I) 1992 product grade - C with latest ammedments for boths IS-1363 (Part-3) / 1992 of product grade C with latest amount for nuts properties / class for bolt 4.62 nuts for 4.5. M 20x80 mm. |
| 39 | M 20x100 mm. |
| 40 | M.16x65 mm |
| 41 | M 16x80 mm |
| 42 | M 16x 50 mm |
| 43 | ELECTRICAL ACCESSORIES : Electro Motor Pump Sets, ISI marked, IS-12615 & IS-6595; Monoblock as per IS 9079 (read with latest ammendment for all IS) 200 m³/hr, 18 m head. (20HP) |
| 44 | Switch Fuse Unit, lSI marked, IS 60947 -63 Amps 415 volts A.C TPN Main Switch. (ISI Marked) |
| 45 | Switch Fuse Unit, Confirming to IS 60947 -200 Amps 415 volts A.C TPN Main Switch. |
| 46 | MOTOR CONTROLLER, IS 60947 20 HP 3 Phase Electromagnetic Star- Delta motor controllers with 4 pole heavy duty Power contactor, single phasing preventer and normal protective features, MCB, Indicators, push buttons , Ammeter & Voltmeter, all in IP54 enclosure of min 16swg. C R sheet steel,10 tank process powder coat painted and as per technical specification.(WRI&DD SOR , Chapter-13: Item No.-20,Rates of Materials for the Program 2026-2027) |
| 47 | Bus Bar Chambers (As per appvd. existing dwg)-IS60947 - a)200Amp |
| 48 | Supply of 50 mm², 3.5 core, XLPE insulated Al armoured overall PVC sheathed 11000 volts grade power cable conforming to IS: 7098 (Part-I) 1988 with latest ammendments. |
| 49 | OTHER MATERIALS : Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) a) 500 mm.dia (Table-5) |
| 50 | P.V.C. Flexible Hose pipe, ISI marked - IS 15265 - a)150 mm dia Suction Hose |
| 51 | 150 mm dia Foot Valve Leather Washer |
| 52 | Rubber Insertion (for raised surface of Flange as per IS-6392) a) 300 mm.dia( Table-11) |
| 53 | 200 mm.dia( Table-11) |
| 54 | 200 mm.dia( Table-5) |
| 55 | 150 mm.dia( Table -17) |
| 56 | 150 mm.dia( Table -5) |
| 57 | Laying of WTA : Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 58 | 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. |
| 59 | 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. a) 315 mm dia |
| 60 | b) 200 mm dia |
| 61 | c) 140 mm dia |
| 62 | 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) |
| 63 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 64 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 65 | 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). |
| 66 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. |
| 68 | 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. |
| 69 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 70 | 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) |
| 71 | 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) |
| 72 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 73 | Neat cement punning. |
| 74 | 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. (i) 150 mm. dia. ERW pipe. |
| 75 | 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. |
| 76 | Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site) |
| 77 | Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 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. complete.{ WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-15,Item No-3) |
| 78 | Supplying, fitting and fixing including transportation of sign board for identifying 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 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. 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 and direction of E.I.C |
| 79 | 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 washerincluding 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. |
| 80 | 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 Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge. |
| 81 | 4% Carriage charge on item SL NO.-2.03, 2.04, 2.05, 2.18, 2.19, 2.20 & 2.21 |
| 82 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 as per Office Memorandum vide e-file No. 9158977, File No- I 58/SE (TAS)/GST/2024/02-E, dt 08.08.2024 of the Superintending Engineer (TAS) of CPWD [( Sum of Item no.-2.01, 2.07, 2.09, 2.10, 2.11, 2.12, 2.13, 2.14, 2.15, 2.16, 2.17) x (0.973-1)} ] |
| 83 | Cost Indices of Purba Bardhaman as on 01.10.2025 based on DPAR 2025 (Base 100) is 109 as per Office Memorandum vide Memo No.- 34 (1)/SDG (Kol)/Cost Index/2026/915 dt 19.05.2026 of CPWD, Govt. of India. ([( Sum of Item no.-2.01, 2.07, 2.09, 2.10, 2.11, 2.12, 2.13, 2.14, 2.15, 2.16, 2.17) x 0.973 X1.09 } ] -[( Sum of Item no.-2.01, 2.07, 2.09, 2.10, 2.11, 2.12, 2.13, 2.14, 2.15, 2.16, 2.17) x (0.973)} ] |
| 84 | Add GST 18% on item no. 2.02, 2.03, 2.04, 2.05, 2.06, 2.08, 2.18, 2.19, 2.20, 2.21, 2.22, 2.23, 2.24 |
| 85 | Add Labour Cess@ 1% item no. 2.02, 2.03, 2.04, 2.05, 2.06, 2.08, 2.18, 2.19, 2.20, 2.21, 2.22, 2.23, 2.24, 2.27 |
| 86 | Construction of PH : Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil (considering 50 mm clearence) |
| 87 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 88 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 89 | 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) |
| 90 | 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) |
| 91 | 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). |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 95 | 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 |
| 96 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 97 | 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) |
| 98 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 99 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 100 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 101 | 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). |
| 102 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(ii) 25 mm. thick |
| 103 | Neat cement punning. |
| 104 | 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. Fixed to steel windows by welding |
| 105 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 106 | Providing and fixing on wall face 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, (i) Single socketed pipes a) 75 mm diameter |
| 107 | b) Single tee without door. 75x75x75 mm |
| 108 | c) Bend 87.5 degree 75 mm bend |
| 109 | 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. |
| 110 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 111 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work Steel surface iv) Two coats (with any shade except white) |
| 112 | White washing with lime to give an even shade :New work (three or more coats) |
| 113 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 114 | Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. |
| 115 | 4% Carriage charge on item SL NO.-2.03, 2.04, 2.05, 2.18, 2.19, 2.20 & 2.21 |
| 116 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 as per Office Memorandum vide e-file No. 9158977, File No- I 58/SE (TAS)/GST/2024/02-E, dt 08.08.2024 of the Superintending Engineer (TAS) of CPWD [(on every item from SL NO.- 3.01 to 3.30 excluding SL NO.-3.03, 3.17, 3.18, 3.21 & 3.30) x (0.973-1)} ] |
| 117 | Cost Indices of Purba Bardhaman as on 01.10.2025 based on DPAR 2025 (Base 100) is 109 as per Office Memorandum vide Memo No.- 34 (1)/SDG (Kol)/Cost Index/2026/915 dt 19.05.2026 of CPWD, Govt. of India. [(on every item from SL NO.- 3.01 to 3.30 excluding SL NO.-3.03, 3.17, 3.18, 3.21 & 3.30) x (0.973 X 1.09)} ] -[(on every item from SL NO.- 3.01 to 3.30 excluding SL NO.-3.03, 3.17, 3.18, 3.21 & 3.30) x (0.973)} ] |
| 118 | Add GST 18% on Sl. No. - 3.03, 3.17, 3.18, 3.21 & 3.30 |
| 119 | Add Cess 1% on Sl. No. - 3.03, 3.17, 3.18, 3.21, 3.31 & 3.33 |
| 120 | Supply of Material For Energization :Pcc Pole 9 mtr long |
| 121 | 11 KV POLYMER COMP. WH FTTG PIN INSL 5KN |
| 122 | 11 KV POLYMER COMP. WH FTTG DISC INSL 45KN |
| 123 | COMPOSITE H/W FITTGS. FOR 30/50SMM COND |
| 124 | GI STAY SET HT (1830X20MM)WRKG LD-7900KG |
| 125 | Porcelain guy insulator HT |
| 126 | GI STAY WIRE 7/3.15MM |
| 127 | GI EARTH SPIKE 1833X20 MM |
| 128 | G.I. WIRE 5MM. |
| 129 | M.S. CHANNEL 75 X 40 MM |
| 130 | M.S ANGLE 65 X 65 X 6 MM. |
| 131 | M.S. FLAT 65 X 6 MM |
| 132 | M.S.'V' BRACKET 11 KV FOR PCC 9MTR POLE |
| 133 | M.S. TOP ADOPTER 11 KV FOR PCC 9MTR POLE |
| 134 | COND ACSR RBT 50SMM |
| 135 | ACSR 20SQMM |
| 136 | TPGO ISOLATOR 11KV 200A TPGO |
| 137 | TURn Buckle 18 x 5/8\\" |
| 138 | LA12KV(5KA)FOR11KV |
| 139 | D iron clamp 3\\" x 3.5\\" |
| 140 | Porcelain Shackle insulator 3\\" x 31/2\\" |
| 141 | Caution Board - 11KV |
| 142 | CABLE (XLPE 1.1 KV)4CX50 sq mm |
| 143 | CABLE (XLPE 1.1 KV)4CX120 sq mm |
| 144 | DTR 63KV 11/0.433 KV |
| 145 | LT DIST KIOSK for 100 KVA DTR |
| 146 | Labour Cost Survey of SURVEY OF HT OH LINE |
| 147 | ERECTION OF SUB-STATION D.P. (9 MTR. PCC POLE) |
| 148 | ERECTION OF D.P. (9 MTR. PCC POLE) |
| 149 | Erection of pcc pole 9m long (HT) |
| 150 | INSTALLATION OF 63 KVA DTR |
| 151 | EARTHING COMPLETE |
| 152 | FIXING OF TPGO ISOLATOR 11 KV |
| 153 | FIXING OF PIN INSULATOR 11KV |
| 154 | FIXING OF DISC INSULATOR 11KV |
| 155 | FIXING OF LA |
| 156 | STRINGING & SAGGING WITH ACSR 50 SQ MM X 3 WIRE |
| 157 | STAY SET COMPL HT |
| 158 | T-OFF BRACHET ON SINGLE POLE |
| 159 | DTR NEWTRAL POINT EARTHING |
| 160 | FIXING OF CG BRACKET ON SP |
| 161 | FIXING OF CG BRACKET ON DP |
| 162 | FIXING OF LEAD WIRE UPTO 60 MTR |
| 163 | FIXING OF CROSS LESSING WIRE |
| 164 | fixing of single ckt kiosk |
| 165 | Fixing of Caution Board |
| 166 | Fixing of shakle insulator |
| 167 | Fixing of 3PH METER |
| 168 | GIS SURVEY |
| 169 | DTR CODE PENTING |
| 170 | Supervision Charge @ 10% (on total Labour cost)(all items from Sl. No.-4.32 to 4.60) |
| 171 | Cess @ 1% on (all items from Sl. No.-4.32 to 4.61) |
| 172 | GST 18% ((on total Labour cost) (all items from Sl. No.-4.32 to 4.60) |
| 173 | Quotation Money as per WBSEDCL Procedure |
| 174 | Supplying,fitting & fixing of M.S. angle (Size: 50 mm x 50 mm x 6 mm) including gas cutting etc.(WRDD schedule Page-31, Item no-7,Sl no-8(b)) |
| 175 | Supplying, fitting & fixing 350 mm x 250 mm x 25 mm size Wooden Plank on wall I(for fitting & fixing of electrial equipments as necessary on the plank). (WRDD schedule Item no-9 ,Page-42,Sl no-8) |
| 176 | Supply, Fitting & fixing of DPIC main switch 15/16A 240 Volts (Havells) on board on wall including mending good the damage for light circuit of pump house (PWD elec. Sh. Page-D-1,item -1(a) |
| 177 | Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL / 100 watts GLS lamp complete set (PWD elec. Sh. Page-D-13,item- 1(23) |
| 178 | Supply & Fixing of 20 watt single / twin florescent light fitting complete with all accessories directly on wall / ceilling / TW round block and suitable size of fastener ..((PWD elec. Sh. Page-D-13,item- 24) |
| 179 | Wiring from 15/16A DPIC main switch to Busbar box in 1.1KV grade single core stranded 'FR' PVC insulated and unsheathed copper wire (Finolex/havells/KDK) of 2 x 36/0.3(2.5 Sq. mm) + 1 x 22/0.3(1.5 Sq. mm) in PVC casing capping (Precision make) including necessary PVC clips,fittings etc incl supply of wire. (PWD elec. Sh. Page-E-11,,item-1) |
| 180 | Wiring from 15/16A DPIC main switch to BDB in 1.1KV grade single core stranded 'FR' PVC insulated and unsheathed copper wire (Finolex/havells/KDK) with 2X 36/0.3(2.5 Sq. mm) + 1 X 22/0.3(1.5 Sq. mm) in PVC casing capping (Precision make) including necessary PVC clips,fittings etc.incl supply of wire (PWD elec. Sh. Page-E-11,,item-1) |
| 181 | Distribution wiring in 1.1KV grade 2 x 22/0.3 (1.5 Sq. mm) single core stranded 'FR' PVC insulated and unsheathed copper wire (Finolex/havells/KDK) with 1X22/0.3 (1.5 Sq. mm) single core stranded 'FR' PVC insulated and unsheathed copper wire for ECC, including necessary PVC clips,fittings etc. to light/fan/calling bell with piano key type switch of (Anchore make) fixed on sheet steel fabricated switch board with perspex/ bakelite top cover on wall including necessary connections and making earthing attachments and mending good damages to the building works incl. supply of wire.[PVC casing capping and switch board both on surface] average run 5 meter (PWD elec. Sh. Page-E-21,,item-1(a) |
| 182 | Distribution wiring in 1.1KV grade 2X22/0.3 (1.5 Sq. mm) single core stranded 'FR' PVC insulated and unsheathed copper wire (Finolex/havells/KDK) with 1X22/0.3 (1.5 Sq. mm) single core stranded 'FR' PVC insulated and unsheathed copper wire for ECC, including necessary PVC clips,fittings etc. to 5amps 3 pin flush type plug socket with piano key type switch of (Anchore make) fixed on sheet steel fabricated switch board with perspex/ bakelite top cover on wall including necessary connections and making earthing attachments and mending good damages to the building works.[PVC casing capping and switch board botyh on surface] average run 1.5 meter (PWD elec. Sh. Page-E-22,item- 5(6) |
| 183 | Fitting & fixing of 200A 500 V iron clad/ sheet steel TP/ TPN main switch on iron legs on wall.(PWD elec. Sh. Page-C-1,item-1 ) |
| 184 | Fitting & fixing of 63A 500 V iron clad/ sheet steel TP/ TPN main switch/isolators on iron legs on wall . (PWD elec. Sh. Page-C-1,item-1) |
| 185 | Fitting & fixing of only 200A 500V iron clad M.S. sheet metal busbar chamber on angle iron frame on wall for 4 bars 63Amps .( PWD elec. Sh. Page-C-1,item-6 ) |
| 186 | Fitting & fixing of Star - Delta starter (for 20 HP motor contol) on angle iron frame on wall . (PWD elec. Sh. Page-C1,item-7(b) ) |
| 187 | Fitting & fixing of Volt meter and Ammeter with necessary screws and other fixing materials including making holes where necessary and making connections |
| 188 | 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/Kiosk Box, including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to lEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex) [a] For Major RLI. (i) 4Cx 25 sqmm Copper cable conforming to IS 694 in [100/200 A TPN switch to BUS-bar |
| 189 | (ii) 3C X 16 sqmm copper cable conforming to IS 694 [Busbar to 63 A, TP Main switch and 63 A TP switch to Motor starter] ( WRDD SOR 2018/ Ch-6.0 para-9.0 sl-14 page 42 ) |
| 190 | (iii) 2 X 3C X 10 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI-Medium quality) IfStar-DeltaMotor starter to Motor] WRI&DD SOR 2018/ Ch-6.0 para-9.0 sl-14 page 42 |
| 191 | Suppling & fitting & fixing of danger Board (mannual) 4\\"x6\\" in two distinguishing position in the door of pump house (outside) and at the palce of panel board. (PWD elec. Sh. Page-D-13, item- 21(a)) |
| 192 | Earthing with 50 mm (2\\") dia Galvanized iron pipe(TATA MAKE) 3.64 mm thick X 3.04 mtr.(10ft) long and 1X4 SWG G.I.(Hot Dip) Wire (4 mtr. Long ) 13 mm (1/2\\") dia X80 mm (3\\") long G.I. Bolts, double nuts and double washer including S&F 15 mm dia G.I. Pipe protection (1 mtr) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.56 mtr. (12\\") below the ground level and restoring the surface duly rammed for Soft/Morrum soil by ISI-Medium G.I. Pipe (PWD elec. Sh. Page-G-1,item-2(a) ) |
| 193 | Installation of Electro motor pumping set of any make- brand and for RLI scheme on pump foundation over SAL sleeper(to be sublied departmentally) by supllying and fixing nuts and bolts and making connection of suction hose and foot valve with necessary fitting at the enlet end of the water pump and fitting fixing of 90 degree MS priming bend Sluice valve and delevery hose with all necessary fitting at the deevery end of the water pump, duly connected with pipe line maintainig proper allingment and level including cutting holes on the wall and pump base of the pump house where necessary, mainding good damages after complition of the works as per direction of Engineer -In -Charge.(Pump Set and all accessaries will be suplied departmenatally (a) For Major RLi schemes. |
| 194 | Supplying and fixing earth bar of galvanized M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilloed holes (on busbar) about 3 cm. apart complete with G.I. bolts, nuts, washers etc. as required for tapping.(PWD elec. Sh. Page-G-2, item-4a) |
| 195 | Connecting the equipments to earth busbar including supplying and fixing G.I. Wire No. 8 SWG on wall/floor with stapples burried inside floor/wall as required and making connection to equipments with bolts, nuts, washers, cable, lugs etc. as required and mending good all the damages..(PWD elec. Sh. Page-G-2, item-5a) |
| 196 | Suppling fitting & fixing of shock treatment chart in a wooden frame with brass. (Passed rate of SE(A-M) Burdwan (A-M) Circle) |
| 197 | Add GST @18% on All items from Sl No-5.01 to 5.23 |
| 198 | Add Cess@ 1% on ( All item from SL No- 5.01 to 5.24) |
| 199 | Activities of Community Workers / WUA :Campaigning in the command area of New Major 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 200 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one New Major RLI having CCA 50.75 Ha [Approved estimate regarding activities for institutional development for sustainability of project sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 201 | 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 202 | 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 203 | 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 204 | Meeting and onsite demonstration for operation & maintenance of one New Major RLI , 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 205 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL-4 [Approved estimate regarding activities for institutional development for sustainability of project sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 206 | 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] |
| 207 | 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 sent by Chief Engineer - I, WRDD, via e-mail on 23/05/2022.] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 32 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 34 daysTender Documents
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