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| Sl. No. | Item Description |
| 1 | RENOVATION OF WTA FOR MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26Please see the details in Sheet Pump House (A) |
| 2 | Procurement of Materials for MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26Please see the details in Sheet Materials (B) |
| 3 | REPAIRING OF PUMP HOUSE AT MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26Please see the details in Sheet Internal wiring (C) |
| 4 | ELECTRICAL CONNECTION TO MOTOR AND INTERNAL WIRING IN THE PUMP HOUSE REQUIRED FOR ENERGISATION OF MAISARDIH GOVERNMENT OWNED & OPERATED MAJOR RLI SCHEME WITHIN KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26: Please see the details in Sheet WTA (D) |
| 5 | ERECTION OF NEW 63 KVA DTR UNDER ANARA CCC FOR MAISARDIH MAJOR RLI SCHEME UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 :( Please see the details in Sheet WBSEDCL (E ) BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: RENOVATION OF WTA FOR MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-09(Sl No.-01 - 02)/CS/2025-26, (Sl No. - 01) Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Unit Qty. Rate Amount(Rs.) RENOVATION OF W.T.A AT MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR BLOCK UNDER CORE SECTOR PROGRAMME 2025-26 |
| 6 | Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete |
| 7 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 8 | 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 PVC Pipe b) 200 mm dia PVC Pipe M 1686.0 10.84 18276.24 c) 140 mm dia PVC Pipe M 1512.0 10.14 15331.68 |
| 9 | 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) |
| 10 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 11 | Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand.B) Do by Fibe sand |
| 12 | Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity . |
| 13 | 250 mm thick Brick work with Fly Ash Bricks(250mmx125mmx75mm) as per IS 12894:2002 in cement mortar (1:6), (a) In foundation and plinth. |
| 14 | (a) 125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) in ground floor. |
| 15 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster. |
| 16 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. |
| 17 | Labour charges for fitting and fixing 150 mm. dia Alfa-Alfa valve with 160 mm. dia class-II U.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 flap valve with rubber insertion , nuts and bolts etc. complete (Rate inclusive of transportation from departmental store to work site) |
| 18 | Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 19 | 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)(a) 150 mm. dia. ERW pipe. Meter 36.0 134.84 4854.24 (xxviii) 150 mm dia sluice Valve Each 13.0 54.69 710.97 |
| 20 | Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 Each 2263.08 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of all aterials and labour and as per direction of Engineer-in-Charge. |
| 21 | Providing and erecting direction and place identification retro-reflectorised sign board as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over alliminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm X 75 mm X 6mm , 2 Nos.firmly fixed to ground by means of properly designed foundation with M 15 grade cement concrete 45 cm X 45 cm X 60 cm,60 cm below ground level as per approved drawing and clause 801 of Specification for Road & Bridge Works of MoRT & H(5th Revision). (Note: Three numbers Sign Board for major RLI) |
| 22 | Installation of Diesel Engine pumping set/Electro 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-in-charge. (Pump set and all accessories will be supplied departmentally). |
| 23 | 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. |
| 24 | Carriage charge on every item from Sl. no-1 to 17 excluding Sl. No-1, 2 & 4. 1. Total of Item No. (1 to 19) 686526.65 2. Add GST @ 18 % (On Sl No. 1) 123574.8 3. Sub Total (Sl No. 1+On Sl.No. 2) 810101.45 4. Add Labour Cess @ 1 % (On Sl No. 3) 8101.01 5. Sub Total (Sl No. 3+On Sl.No. 4) 818202.46 6. Say Total 818202.0 Rupees Eight Lakh Eighteen Thousand Two Hundred and Two only. BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: Procurement of Materials for MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A- M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-09(Sl No.-01 - 02)/CS/2025-26, (Sl No. - 01) Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Qty Unit Rate ( Including GST) Amount(Rs.) (A) P.V.C. PIPES & ACCESSORIES |
| 25 | 315 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 26 | 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 27 | 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 28 | 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) |
| 29 | 200 mm dia P.V.C. Equal Tee |
| 30 | 140 mm dia P.V.C. Equal Tee |
| 31 | 315 mm dia F.T.P. |
| 32 | 200 mm dia F.T.P. |
| 33 | 160 mm dia F.T.P. |
| 34 | 160 X 140 mm P.V.C. Reducer (Class-II) |
| 35 | 200 X 140 mm P.V.C. Reducer (Class-II) |
| 36 | 200 X 60º P.V.C. Bend |
| 37 | 140 X 90º P.V.C. Bend |
| 38 | 140 X 60º P.V.C. Bend |
| 39 | 140 mm dia P.V.C. End Cap(Cl-III) |
| 40 | 315 mm dia P.V.C.Extra Coupler (Class-II) |
| 41 | 200 mm dia P.V.C.Extra Coupler (Class-II) |
| 42 | 140 mm dia P.V.C.Extra Coupler (Class-II) |
| 43 | 150 mm dia P.V.C. Flexible Suction & Delivery Hose pipe duly ISI certification mark & CIPET Tested. |
| 44 | Solvent Cement(Exra)(Medium duty) B. M.S. ACCESSORIES |
| 45 | 150 mm dia ISI marked Sluice valves pressure designation P.N.1.6 with hand wheel for water works purpose, C.I flanged type conforming to IS 14846/2000 with Amdt. No. 1&2. Components/parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 with Amdt 1& 2. The valves shall be tested for (closed end test) against hydrostatic test requirement.150 mm Nominal Size C.I. Sluice Valve. |
| 46 | 150 mm dia C.I (Nipple type)Alfa Alfa valve, type C with hand wheel, one wheel for four nos of valves. |
| 47 | Supply & transportation of GALVANIZED MILD STEEL Shore Manifold made of 350 mm dia M.S. ERW Pipe 1 meter long having 1 number of 300 mm dia Inlet and 3 numbers of 150 mm diameter Outlet all end flange welded, 150 mm M.S.Flange conforming to IS 6392/71 (Table-17) & 300 mm M.S.Flange conforming to IS 6392/71 (Table-5). [Flange Thickness of 150 MM dia-19 mm + 3 mm of raise face. Flange Thickness of 300 mm diameter 24 mm + 4 mm of raise face i) M.S Pipes 150 mm(NB) to be used for fabrication of parts will be as per IS:1239(Part-1)/2004 with latest amendments and duly ISI marked of medium class. ii) E.R.W, M.S. Pipe of 350 N.B. (355.6 mm Outside Dia.) used for fabrication will be of IS:3589/ 2001 with latest amendments duly marked with ISI\" certification mark. Thickness of 350 N.B. shall be 5.6 mm. Galvanization: The materials are to be hot dip galvanisedas per IS 4736-1986 only after complete fabrication of materials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80 micron. |
| 48 | numbers of 150 mm diameter Inlet and 3 numbers of 150 mm dia Outlet, all end flange welded, 150mm M.S. Flange conforming to IS 6392/71 (Table-17) [Flange Thickness of 150 MM dia-19 mm + 3 mm of raise face] i) M.S Pipes 150 mm(NB) to be used for fabrication of parts will be as per IS:1239(Part-1)/2004 with latest amendments and duly ISImarked of medium class. ii)E.R.W, M.S. Pipe of 350 N.B. (355.6mm Outside Dia.) used for fabrication will be of IS:3589/ 2001 with latest amendments duly marked with \"ISI\" certification mark. Thickness of 350 N.B. shall be 5.6 mm. Galvanization: The materials are to be hot dip galvanisedas per IS4736-1986 only after complete fabrication of materials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80micron. |
| 49 | 300 mm dia MS \"\" Z \"\" bend made from MSERW pipe both end flange welded. Pipe as per IS 1239 and flange asper IS 6392/71,table 17 |
| 50 | 300(NB) x 150(NB) MS Reducer (300 mm length) with both end flanged (300 NB flange 20 mm thick, 12 hole & 150 NB Flange 12 mm thick, 8 hole in horizontally at 180 degree apart. |
| 51 | G.I 150 mm dia E.R.W. Pipe with flange. |
| 52 | G.I 150 mm dia 90º M.S bend (With priming arrangement) ISI mark. |
| 53 | G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification. |
| 54 | M.S. Hexagonal Head Bolts & Nuts bearing IS –1363(Part-I)/1992 of product Grade-C with latest amendments for Bolts & IS-1363(Part-3)/1992 of Product Grade-C with latest amendments for Nuts Properties/Class for Bolt-4.6 & for Nut-4,5. Both Bolts & Nuts. A GI Nuts & Bolt M 16x80 mm 7.0 Kg 200.0 1400.0 B GI Nuts & Bolt M.16x65 mm 87.0 Kg 200.0 17400.0 C GI Nuts & Bolt M 16x 50 mm 25.0 Kg 200.0 5000.0 C. ELECTRICAL MATERIALS |
| 55 | 25 HP 3Ø Electromegnatic Star-Delta Motor Controllers with 4 pole heavy duty Power contactor, Single Phasing preventer and normal protective features, MCB, Indicators, Push bottoms, Ammeter & Voltmeter, All in IP54 enclosure of min 16swg, C R sheet steel, 10 tank process power coat painted and as per technical specification. |
| 56 | Busbar unit 200A, 4 copper bars 415 V, sheet metal(16 SWG) enclosed generally conforming to latest IS 8623:1993 & IS/IEC: 60947. |
| 57 | Synthetic Insulated Mat (6 mm thickness, size: 0.9 m X 0.6 m) of elastomeric Polymer material of mat class B, 11 KV as per IS 15652: 2006 ISI marked with Manufacturer’s Test & Guarantee certificate. D. OTHER MATERIALS |
| 58 | G.I Hose Clamp Heavy Duty fitted with nuts and bolts (150 mm dia) |
| 59 | C.I Flange Tail Piece/Nipple (150 mm dia.) |
| 60 | CI Foot Valve (150 mm dia) heavy duty ISI Flanged type W/t. 28 Kg +5% IS: 4038/1986 with latest amendments ISI marked (Flanged type ) |
| 61 | 150mm dia foot valve leather washer best quality brand, IS 1015:2000, MAKE: Imperial\Techno\Other] |
| 62 | 150 mm dia C.I flange Tail piece one end flange other end groved |
| 63 | 150 mm dia C.I nipple one end groved and other end threaded/ both end groved |
| 64 | Foundation Bolt 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 & 20 mm in nominal diameter with nut a i) For Electro Motor Pump Sets 8.0 Kg 230.0 1840.0 |
| 65 | Rubber Insertion (for raised surface of Flange as per IS-6392) a). 300 mm.dia( Table-11) 3.0 Each 297.0 891.0 b). 200 mm.dia( Table-11) 8.0 Each 180.0 1440.0 d). 150 mm.dia( Table -17) 70.0 Each 171.0 11970.0 Grand Total Rs. 3228827.0 Say Rs. 3228827.0 Rupees Thirty Two Lakh Twenty Eight Thousand Eight Hundred & Twenty Seven only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: REPAIRING OF PUMP HOUSE AT MAISARDIH GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-09(Sl No.-01 - 02)/CS/2025-26, (Sl No. - 01) Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Qty Unit Rate Amount(Rs.) 1. PROCUREMENT OF RESOURCE MATERIALS FOR MAISARDIH MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK |
| 66 | Dismantling of all types of masonary excepting cement concrete plain or reinforced, stacking servicable materials at site and removing rubish as directed within a lead of 75m a) In ground floor including roof |
| 67 | Dismantling of R.C floor , roof beams etc, including cutting rods and removingrubbish as directed within a lead of 75 m. Including stacking of steel bars.(a) In ground floor including roof |
| 68 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 69 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity). (B) Do - by fine sand |
| 70 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 71 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. A) Pakur Varietyiii) For Purulia |
| 72 | Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) with local hard black stone verity chips(churser broken) |
| 73 | Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering. For PUMP HOUSE |
| 74 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL |
| 75 | 250 mm thick Brick work with Fly Ash Bricks(250mmx125mmx75mm) as per IS12894:2002 in cement mortar (1:6)a) In foundation & plinth. |
| 76 | b) In superstructure ground floor |
| 77 | (a) 125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) inground floor. |
| 78 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone a gregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by theAgency] |
| 79 | 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 |
| 80 | Plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor.(a) 15 mm thick (1:6) proportion. |
| 81 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. |
| 82 | Supplying, fitting, fixing approved quality asbestos cement quality down pipe in positin with necessary clamps, nails including making holes in wall, floor etc. and cutting trenches in any soil or through masonry, concrete structures etc. if necessary and mending good damages including jointing materials complete.(i) 76.2 mm Dia. |
| 83 | Supplying fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar, mending damages to wall and plaster two coats of paint of approved brand sand shade. Payment of mending good damages of wall & plaster and painting to be mase seperately.b) RCC ventilator of 20 mm thick upto 0.10 sqm area. |
| 84 | (a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I.Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rollingshutter in the room, painting two coats of approved aluminium paintover a coat of red lead primer complete. |
| 85 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 86 | Priming one coat on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 87 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 88 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning andsmoothning of surface.Two Coats 1. Total of Item No. (1 to 23) 395276.57 2.Add 4% carriage ( on item no- 4 to 23 ) 15187.06 3. Sub Total (On Sl No.1+ On Sl.No.2) 410463.63 4. Add GST @ 18 % (On Sl No. 3) 73883.45 5. Sub Total (On Sl No.3+ On Sl.No.4) 484347.08 6. Add Labour Cess @ 1 % (On Sl No. 5) 4843.47 7. Sub Total (Sl No. 5+On Sl.No. 6) 489190.55 8. Say Total 489191.0 Rupees Four Lakh Eighty Nine Thousand One Hundred & Ninety One only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: ELECTRICAL CONNECTION TO MOTOR AND INTERNAL WIRING IN THE PUMP HOUSE REQUIRED FOR ENERGISATION OF MAISARDIH GOVERNMENT OWNED & OPERATED MAJOR RLI SCHEME WITHIN KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-09(Sl No.-01 - 02)/CS/2025-26, (Sl No. - 01) Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Qty Unit Rate Amount(Rs.) 1ɸ Wiring ( For Lighting Load ) |
| 89 | Supplying and fixing MCB SS enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment 2 Way |
| 90 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection Lagrand Double Pole 32 A. |
| 91 | Wiring from MCB SS Enclosure to Busbar by the following size of 1.1KV grade single core stranded \"FR\" PVC insulated and unsheathed copper wire (Brand Approved by EIC) in 25 mm PVC casing-capping (Precision make) including necessary PVC clips fittings etc. as required. b) 2X 22/0.3 (1.5 Sq mm) + 1 X 22/0.3(1.5 Sq mm) ECC 4.0 RM 85.0 340.0 |
| 92 | Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips fittings etc. to light/fan point with piano key type switch (Anchor Make ) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necessary connections and making earthing attachment and mending good damages to building works. [PVC casing capping and Switch board both on surface] (c) Avg Run 5 run meter |
| 93 | Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips fittings etc. with S & F 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on PVC switch board on wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] (a) Onboard |
| 94 | Supplying and fixing of 6 -32 Amp Single Pole MCB on Switch Board as per direction of E.I.C. Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling. 3.0 each 38.0 114.0 3 ɸ Wiring ( Motor Wiring ) |
| 95 | Fixing only of 200 A, 415 V sheet steel TPN main switch on Angle iron Frame on wall. |
| 96 | Fixing only of 4 Bars 200 A, 415 V M.S. sheet metal busbar chamber on angle iron frame on wall . |
| 97 | Fixing only of 63 A, 415 V sheet steel TP main switch on Angle iron Frame on wall . |
| 98 | Fitting & fixing of Starter (Direct on Line or Star-Delta/Auto- Transformer) with Nuts & Bolts fixed on Angle iron frame on wall and making necessary connection with the electrical cables. iii) Star-Delta 1Auto-Transformer Starter (Above 15 HP upto 25 HP) |
| 99 | Meter loop connection with 1.1 K.V. Gr. 3½ core / 4 core 50 Sqmm P.V.C./ XLPE insulated & sheathed and armoured Aluminium Cable from Meter to incomming TPN Main Switch / Terminal. (Brand: Gloster/Havells/Finolex) d) For MAJOR RLI Schemei) 50 Sqmm 3% Core Aluminium Cable |
| 100 | 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). [a] For Major RLI (i) 4Cx 25 sqmm Copper cable conforming to IS 694 in [100/200 A TPN switch to Bus-bar] 2.0 Meter 1561.53 3123.06 (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] 5.0 Meter 793.96 3969.8 (iii) 2 X 3C X 10 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (ISI-Medium quality)[ Star-Delta Motor starter to Motor] 11.0 Meter 926.92 10196.12 |
| 101 | Suppling & fixing of EI danger Board 20 cm x 30 cm (8\"x12\") in two distinguishing position . As per IEE regulation. |
| 102 | Excavation of soil for installation of Earth Electrode and filling& ramming (b) For Morrum Soil |
| 103 | Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe |
| 104 | Extra for treatment of soil by using salt & charcoal or coke for plate electrode. |
| 105 | Earthing with 50 mm dia Galvanized iron pipe 3.64 mm thick X 3.04 mtr. long and 1X4 SWG G.I.(Hot Dip) Wire (4 mtr. Long ) 13 mm dia X 80 mm 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. below the ground level. a) By TATA-Medium G.I. Pipe. |
| 106 | (b) Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 40 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required |
| 107 | Connecting the equipments to earth busbar including supplying and fixing G.I. (hot dip) Wire 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. (a) Solid GI wire(i) No. 4 SWG |
| 108 | Placing and positioning the Centrifugal pump motor set on the pump base/pump house floor, alligning properly with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages- complete as per direction of Engineer-in-Charge. (iii) 20 H.P. Capacity |
| 109 | Fitting, fixing of wooden pannel board of size 6\"X4\"X1\" on M.S clamp on wall. |
| 110 | Supply of wooden pannel board of size 6ft. X 4 ft. X 1 inch. With 6 nos M.S. Clam for Pump House wall mounting (As per relevant IS Code) 1. Total of Item No. (1 to 22) 37713.66 2. Add GST @ 18 % (On Sl No. 1) 6788.46 3. Sub Total (On Sl No. 1+ On Sl.No. 2) 44502.12 4. Add Labour Cess @ 1 % (On Sl No. 3) 445.02 5. Sub Total (Sl No. 3+On Sl.No. 4) 44947.14 6. Say Total 44947.0 Rupees Forty Four Thousand Nine Hundred & Forty Seven only Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: ERECTION OF NEW 63 KVA DTR UNDER ANARA CCC FOR MAISARDIH MAJOR RLI SCHEME UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-09(Sl No.-01 - 02)/CS/2025-26, (Sl No. - 01) Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) SL No Description of Item Unit Qty. Rate Amount(Rs.) ERECTION OF NEW 63 KVA DTR UNDER ANARA CCC FOR MAISARDIH MAJOR RLI SCHEME UNDER KASHIPUR BLOCK UNDER CORE SECTOR PROGRAMME 2025-26 A) Materials Cost |
| 111 | PCC POLE 9M LONG |
| 112 | 11KV MS \"V\" BRACKET FOR PCC POLE 9M |
| 113 | 11 KV TOP ADAPTER FOR PCC POLE 9M |
| 114 | MS CHANNEL 100X50 MM |
| 115 | MS CHANNEL 75X40 MM |
| 116 | MS ANGLE 65X65X6 MM |
| 117 | MS FLAT 65X6 MM |
| 118 | 11 KV PIN INS-SKN -Polymner |
| 119 | 11 KV DISC INS 45 KN -Polymer |
| 120 | HARDWARE FITTINGS 30/50 SQMM |
| 121 | GI EARTH SPIKE 1833X20 MM |
| 122 | STAY SET HT (1830X20 MM) |
| 123 | Porcelain GUY INSULATOR HT |
| 124 | STAY WIRE 7/3.15MM |
| 125 | COND ACSR RBT 50 SQ MM |
| 126 | COND ACSR SQUL 20 Sq MM |
| 127 | DTR 63KVA 11/0.433KV, 3PH O/D |
| 128 | 11 KV PVC AC 120 MM AL CABLE |
| 129 | PG CLMP-WS/RBT (30/50 SqMM) |
| 130 | LT distribution KIOSK for 63KVA TRNF |
| 131 | Turn Buckle 18 x 5/8\" |
| 132 | LA 12Kv (5KA) FOR 11 KV |
| 133 | G.I. WIRE 4 MM. |
| 134 | G.I. WIRE 5 MM. |
| 135 | 1SL 11KV 200A TPGO |
| 136 | GI Barbed Wire |
| 137 | slicon coated flbre glass sleeveing |
| 138 | Caution Board for 11 kV B) LABOUR COST |
| 139 | Survey of HT Line |
| 140 | Erection of 9m PCC Pole with fittings |
| 141 | Erection of 9m DP with fittings |
| 142 | Fixing of 11KV Pin insulator with pin |
| 143 | Focing of 11KV Disc lnsulator |
| 144 | Earthing complete |
| 145 | Stay set (HT) (183Ox20) mm |
| 146 | Fixing of Caution board |
| 147 | Fixing of Anti-Climbing Device |
| 148 | Stringing Sagging ACSR S0 sqmm 3-Con |
| 149 | Fbxing of Tee off bracket on single pole |
| 150 | Fixing of Isolator on S/Stn Structure |
| 151 | Erection of S/Stn structure 9m-DP |
| 152 | Erection of Dist. Transformer 63 KVA |
| 153 | Fixing of CG on Single pole |
| 154 | Fixing of CG on Double pole |
| 155 | Lead wire (2 wire) 30- 60 mtr |
| 156 | Making & fuxing of cross lacing wire |
| 157 | Fixing of kiosk w/out m-switch (double) |
| 158 | DTR Neutral Earthing with material |
| 159 | GIS field survey & updating GIS mapping of pole C) Quotation Charge (Application No. 2005518021) LS 1.0 150397.0 150397.0 1. Total Materials Cost (On Sl No. 1 to 28) 746547.29 2. Total Labour Cost (On Sl No. 1 to 21) 117673.76 3. Quotation Charge (Application No. 2005518021) 150397.0 4. GST 18% on Labour Cost (On Sl.No. 2) 21181.28 5. Add Labour Cess @ 1 % (On Sl No. 2+ On Sl No. 4) 1388.55 6. Sub Total 1037187.88 7. Say Total 1037188.0 Rupees Ten Lakh Thirty Seven Thousand One Hundred and Eighty Eight only. Please Enable Macros to View BoQ information |
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