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| 1 | Procurement of UPVC; M.S. / C.I. ; ERW / GI pipes etc Materials and other Fittings etc. ( Please see the details in Sheet Material Procurement) |
| 2 | Laying of Water Transmission Arrangment (WTA).( Please see the details in Sheet WTA) |
| 3 | Construction of Pump House (Please see the details in Pump House) |
| 4 | Internal Wiring.( Please see the details in Sheet IW) |
| 5 | Cost of Energisation. (Please see the details in Sheet Energ) |
| 6 | Cost of Water Users Association Formation(WUA). (Please see the details in Sheet WUA) BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 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(Rs.) Amount(Rs.) |
| 7 | Procurement of UPVC : M.S/C.I; ERW /GI pipes etc Materialsand other Fittings etc. 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 8 | 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 9 | 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | 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) |
| 14 | 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) |
| 15 | 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) |
| 16 | 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) |
| 17 | 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) |
| 18 | 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) |
| 19 | 200 mm dia P.V.C. End Cap(Cl-III) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-III (0.60 MPA) |
| 20 | 140 mm dia P.V.C. End Cap(Cl-III) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-III (0.60 MPA) |
| 21 | 200 mm dia P.V.C.Extra Coupler (Class-II) IS 10124:2009 with latest amendments and shall be duly marked with ISI certification Mark and shall be of Class-II (0.4MPA) |
| 22 | 140 mm dia P.V.C.Extra Coupler (Class-II) IS 10124:2009 with latest amendments and shall be duly marked with ISI certification Mark and shall be of Class-II (0.4MPA) |
| 23 | Extra Solvent Cement as per I.S. 14182-1994 with latest amendments |
| 24 | M.S. ACCESSORIES GI Quadrupped Set for Midi RLI Scheme, All material ISI marked |
| 25 | 100 mm dia 90º G.I Bend (both end flanged), long bend With priming arrangement, ISI marked-IS-1239/II, Galv- IS 4736 |
| 26 | 100 mm.dia Galv. MS Flanged Pipe ISI marked- IS- 1239, Galv- IS 4736 (4.8mm) |
| 27 | 150 mm dia 90º G.I Bend (both end flanged), ISI marked-IS-1239/II, Galv- IS 4736 |
| 28 | 150 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846 |
| 29 | 100 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846 |
| 30 | 150 mm dia (type-C) Alfa Alfa Valve (nipple type) with handwheel 01 no. for 04 nos valve, as per IS 210/2009 (As per appvd. existing drawing) |
| 31 | 100 mm dia P.V.C.Flexible Hose pipe, ISI marked - IS 15265 (As per approved tech. spec.) |
| 32 | Electro Motor Pump Set and Elec. Accessories 10 H.P.Electro Motor Pump set having capacity of 100 cubic meter per hour discharge at 18 meter total head. ISI Marked, IS 12615 & IS 6595 (As per approved tech. spec.) Pump should be directly coupled with Motor and mounted on a common fabricated M.S.Base frame. |
| 33 | 3 phase electromagnetic Star-Delta starters for 10 HP motor, IS 60947 (As per approved tech. spec.) |
| 34 | 63 A Busbar Chambers, IS 60947 (As per appvd. Existing dwg & tech. spec.) |
| 35 | SWITCH FUSE UNIT, ISI MARKED, IS 60947 63 A Switch Fuse Unit TPN (Conforming to IS) (As per approved tech. spec.) |
| 36 | 32 A Switch Fuse Unit TPN (As per approved tech. spec.) |
| 37 | Supply & Transportation of 100 mm dia MS Heavy Duty Hose Clamp fitted with bolts & nuts (2 sets) 2 mm thick, 30 mm width. One coat of Black Japan. |
| 38 | Supply & Transportation of 100 mm dia C.I. Foot valve, flanged end & swing type. The disc face will be made of leather and strainer made of galvanized steel.The Valves shall be tested for (closed end test) against Hydrostatic test requirement |
| 39 | Supply & Transportation of 100 mm dia Foot Valve Leather Washer best quality brand (Imperial/Techno/Burhani). |
| 40 | Supply & Transportation of 100 mm dia C.I. Combined Tail Piece with adopter both side grooved, with 7 nos. grooves. |
| 41 | Supply & Transportation of 100 mm dia C.I. Tail Piece with one end flanged and other end grooved, overall length (175+/-15) mm. (23 mm flange thk) with 7 nos. grooves. |
| 42 | Supply & Transportation of 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 and 20 mm in nominal diameter nut and 2 nos. washer, The average weight of such bolt to be 1.5 kg. per bolt with tolerance in weight of each bolt @ +10%. |
| 43 | Supply and transport of Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to IS 638/79 with ISI Mark with latest amendmends suitable for raised surface of MS flange as per IS 6392/71 (Table 5, 11 & 17) with standard bore holes. |
| 44 | 200 mm dia Rubber Insertion (Table No.11) |
| 45 | 200 mm dia Rubber Insertion (Table No.5) |
| 46 | 150 mm dia Rubber Insertion (Table No.17) |
| 47 | 150 mm dia Rubber Insertion (Table No.5) |
| 48 | 100 mm dia Rubber Insertion (Table No.17) |
| 49 | 80 mm dia Rubber Insertion (Table No.17) |
| 50 | Supply & Transportation of 500 mm dia (Table-5) Compressed Asbestos Fibre Jointing for Quadruped & Tripod set(for raised surface of flange as per IS:6392). |
| 51 | Supply & Transportation of MS Hexagonal Head Nuts and Bolts conforming to IS 1363(Part-I)/1992 of product grade C with latest amendmends 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. ISI marked. |
| 52 | a) M 16 mm X 65 mm. |
| 53 | c) M 16 mm X 80 mm. |
| 54 | d) M 16 mm x 50 mm |
| 55 | e) M 20 mm X 80 mm. |
| 56 | f) M 20 mm X 100 mm. |
| 57 | 200X150 MS Flanged reducer with both end flanged, ISI marked Total = 2104287.0 Say Rs. 2104287.0 Twenty One Lakh Four Thousand Two Hundred & Eighty Seven Only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 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 Quantity Rate Amount(Rs.) |
| 58 | Laying of Water Transmission Arrangment (WTA). |
| 59 | Earth work in excavation of field trenches as per designed section & alignment for laying of pipe lines (PVC, RCC, ACP etc) upto a depth of 1500 mm in all sorts of soils including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom as required complete. [Vide Chapter no.6.2.10, item no. 1 of WRDD Schedule ] |
| 60 | Earth work in filling in trenches after laying of pipe lines (PVC, RCC, ACP etc) or plinth with good earth, in layers not exceeding 225 mm. including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work). [Vide Chapter no.6.2.10, item no. 2 of WRDD Schedule ] |
| 61 | 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, fittings and solvent cement to be supplied by deptt.) all complete as per direction of Engineer-In- charge.[Vide Chapter no.6.2.20, item no. 1(A) of WRDD Schedule] ii)200 mm OD m 1158.0 10.84 12552.72 ii) 140 mm. OD. m 1158.0 10.14 11742.12 |
| 62 | 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. [Vide Page no.1, item no. 2(a) of PWD Schedule](a) Depth of excavation not exceeding 1,500 mm. |
| 63 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)[Vide Page no.1, item no. 3(a) of PWD Schedule](a) With earth obtained from excavation of foundation. |
| 64 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.[Vide Page no.14, item no. 1 of PWD Schedule & 3rd CORRIGENDA & ADDENDA] |
| 65 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water, ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)[Vide Page no.2, item no. 4(A) of PWD Schedule] |
| 66 | (1) Cement concrete with graded stone ballast (40 mm. size excludingshuttering) in ground floor.(A) Pakur Variety(a) (1:3:6 proportion) [Vide Page no.34, item no. 22 of PWD Schedule & 3rd CORRIGENDA & ADDENDA] |
| 67 | 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 relevent IS codes (i) Pakur Variety[Vide Page no.26, item no. 10 of PWD Schedule, 3rd CORRIGENDA & ADDENDA & Rate analysis ] |
| 68 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. 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) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.[Vide Page no.42, item no. 36(A) of PWD Schedule] |
| 69 | 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 inter-section, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4m. (i) Tor steel/Mild steel II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL [Vide Page no.43, item no. 40(a)(i) of PWD Schedule, 10th Corrigenda & Addenda & Rate analysis ] |
| 70 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation & plinth[Vide Page no.15, item no. 8(a) of PWD Schedule & 3rd CORRIGENDA & ADDENDA] |
| 71 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.[Vide Page no.16, item no. 16 of PWD Schedule & 3rd CORRIGENDA & ADDENDA] |
| 72 | 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][Vide Page no.189, item no. 1 of PWD Schedule & 3rd CORRIGENDA & ADDENDA] (ii) with (1:4) cement mortar, (b) 15 mm. thick plaster Sq.m 140.0 152.0 21280.0 |
| 73 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu.m. per 100 sq.m.[Vide Page no.192, item no. 15 of PWD Schedule] |
| 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. [Vide Chapter no.6.2.20, item no. 2 of WRDD Schedule ] (i)(b) 100 mm dia. NB ERW/MS Pipes m 24.0 82.51 1980.24 |
| 75 | Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for HDTW/MIDI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).[Vide Chapter no.6.2.20, item no. 13 of WRDD Schedule ] |
| 76 | Labour charges for fitting, fixing 150 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.[Vide Chapter no.6.2.20, item no. 3 of WRDD Schedule ] |
| 77 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MIDI RLI scheme (one at road side and other at site) the board will be made of 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 materials and labour complete as per drawing and direction of EIC.[Vide Chapter no.6.2.20, item no. 17 of WRDD Schedule ] |
| 78 | Supplying 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.[Vide Chapter no.6.2.20, item no. 18 of WRDD Schedule ] |
| 79 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entire pipe line net work for at least 4 (four) hours 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.ii) For Midi R.L.I.[Vide Chapter no.6.2.20, item no. 7 (b) (ii) of WRDD Schedule ] |
| 80 | Installation of 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).b) For Midi R.L.I. Scheme.[Vide Chapter no.6.2.20, item no. 15 of WRDD Schedule ] |
| 81 | Add 4% carriage except item no. 2.01,2.02,2.04, 2.05 & 2.21 Sub-Total 470928.19 |
| 82 | Add GST @18% Cost of WTA works excluding Labour welfare cess 555695.26 |
| 83 | Add Labour welfare cess @ 1% Grand Total 561252.21 Say 561252.0 Five Lakh Sixty One Thousand Two Hundred & Fifty Two Only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 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 Quantity Rate Amount(Rs.) |
| 84 | Construction of Pump House |
| 85 | 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. [Vide Page no.1, item no. 2(a) of PWD Schedule ](a) Depth of excavation not exceeding 1,500 mm. |
| 86 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)[Vide Page no.1, item no. 3(a) of PWD Schedule ](a) With earth obtained from excavation of foundation. |
| 87 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)[Vide Page no.2, item no. 4(A) of PWD Schedule ] |
| 88 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.[Vide Page no.14, item no. 1 of PWD Schedule & 3rd Corrigenda & Addenda ] |
| 89 | (I) Cement concrete with graded stone ballast (40 mm. size excluding shuttering) in ground floor.(A) Pakur Variety (a) (1:3:6 proportion)[Vide Page no.34 item no. 22(a) of PWD Schedule & 3rd Corrigenda & Addenda ] |
| 90 | Brick work with 1st class bricks in cement mortar (1:6)[Vide Page no.15, item no. 8 of PWD Schedule & 3rd Corrigenda & Addenda ] (a) In foundation & plinth Cu.m 6.6 4812.0 31759.2 (b) In superstructure ground floor Cu.m 8.3 5035.0 41790.5 3.07. 25 mm. 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 asper item 8 (a) of subhead C of Section (C)] [Vide Page no.47, item no. 1 of PWD Schedule & 3rd Corrigenda & Addenda ] Sq.m 3.2 178.0 569.6 |
| 91 | 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 relevent IS codes.(i) Pakur Variety [Vide Page no.26, item no. 10 of PWD Schedule, 3rd Corrigenda & Addenda & Rate analysis ] |
| 92 | 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 founding 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.) (ii) 25 mm thick. [Vide Page no.48, item no. 6(ii) of PWD Schedule & 3rd Corrigenda & Addenda ] |
| 93 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. 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) (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge. [Vide Page no.42, item no. 36(a) of PWD Schedule ] |
| 94 | 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 inter-section, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4m. (i) Tor steel/Mild steel II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL [Vide Page no.43, item no. 40(a)(i) of PWD Schedule, 10th Corrigenda & Addenda & Rate analysis ] |
| 95 | Supplying fitting approved type Ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately. (b) R.C.C ventilator of 20 mm. thick ii) above 0.10 sqmm. area [Vide Page no.40, item no. 29(b)(ii) of PWD Schedule ] |
| 96 | 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.[Vide Page no.189, item no. 1 of PWD Schedule & 3rd Corrigenda & Addenda] (i) with (1:6) cement mortar, (b) 20 mm. thick plaster Sq.m 75.0 155.0 11625.0 (ii) with (1:4) cement mortar, (b) 15 mm. thick plaster Sq.m 37.0 152.0 5624.0 (c) 10 mm. thick plaster(1:4) Sq.m 12.1 123.0 1488.3 |
| 97 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.[Vide Page no.192, item no. 15 of PWD Schedule ] |
| 98 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussetes, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.In ground floor. [Vide Page no.105, item no. 16 of PWD Schedule ] |
| 99 | M.S. round or square bar grating of windows etc. fitted and fixed in holes of window frame and with intermediate flat bar stiffner (with necessary holes for the grating bars and with the ends turned and fixed to timber frame with necessary screws) complete as directed In ground floor. [Vide Page no 104 item no 11 of PWD Schedule]. |
| 100 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. [Vide Page no.212, item no. 21 of PWD Schedule ] A) UPVC Pipes: (i) 75 mm. Dia. M 6.0 188.0 1128.0 B) UPVC Fittings: c) Bend 87.5 degree (i) 75 mm. Dia. Nos 2.0 84.0 168.0 |
| 101 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality includig smoothening surfaces by sand papering etc. (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint). [ Vide Page no.200, item no.1(a) of PWD Schedule ] |
| 102 | (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 super gloss (hi-gloss) -(iv) Two coats (with any shade except white)[Vide Page no.201, item no. 2b(iv) of PWD Schedule ] |
| 103 | Applying decorative cement based paint of approved quality after preparing the surface including scrapping the same throughly (Plaster or concrete surface ) as per manufactures specification. In ground floor. :(c) Two coats (on new works only).[Vide Page no.197 item no. 15-(iii) of PWD Schedule ] |
| 104 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.:(ii) External surface (ground floor)(b) Two coats[Vide Page no.197, item no. 15(iii) of PWD Schedule ] Sub-Total 219611.19 |
| 105 | Add GST @18% Cost of civil works excluding Labour welfare cess 259141.2 |
| 106 | Add Labour welfare cess @ 1% Cost of civil works including Labour welfare cess 261732.61 261733.0 Say Rs. 261733.0 Two Lakh Sixty One Thousand Seven Hundred & Thirty Three Only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 \ 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 Quantity Rate Amount(Rs.) |
| 107 | Internal Wiring (IW). |
| 108 | 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 (PWD elec. Sh. 2017 Page-D-9, item-11 ) 2 Way |
| 109 | Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection Legrand DP 32 A (PWD elec. Sh. 2017 Page-D-5, item-6 ) |
| 110 | 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. (PWD elec. Sh. 2017 Page-E-11, item-1c ) 2X 36/0.3 (2.5 Sq mm) + 1 X 22/0.3(1.5 Sq mm) ECC RM 5.0 102.0 510.0 |
| 111 | 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] (PWD elec. 2017 Sh. Page-E-11, item-2 ) (b) Avg Run 6 run meter |
| 112 | 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] (PWD elec. 2017 Sh. Page-E-12, item-6) (a) Onboard |
| 113 | Supplying and fixing of 240/415 V MCB of breaking capacity 10 kA & C characteristics on DIN rail of existing DBs and necessary connection. Legrand Single Pole 6-32 amp. (PWD elec. 2017 Sh. Page no. D-6, item no.7) |
| 114 | Supply & Fixing angular batten holder (Anchor) on 75 mm dia PVC round block / round bakelite on wall/ceiling. (PWD elec. 2017 Sh. Page-D-13, item-22) |
| 115 | Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL. (PWD elec. 2017 Sh. Page-D-13, item-23) |
| 116 | Fixing only Sheet Steel TP/TPN Main Switch (Rewirwable type)/ Change over on Angle Iron Frame on wall (63 Amps, 415 Volt) (PWD elec. Sh. 2017, Page-C-1,item-1) |
| 117 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables : For 3½ core upto 35 sqmm. (PWD elec. Sh. 2017, Page-F-4, item-7d) |
| 118 | Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials : For 3½ core 35 sqmm cable. (PWD elec. Sh. 2017, Page-F-5, item-8b, xv) |
| 119 | Fixing only Sheet Steel TP/TPN Main Switch (Rewirwable type)/ Change over on Flat Iron Frame on wall (32 Amps, 415 Volt) (PWD elec. Sh. 2017, Page-C-1,item-1) |
| 120 | Fixing only of 4 Bars 63 A, 415 V M.S. sheet metal busbar chamber on angle iron frame on wall . (PWD elec. Sh. 2017 Page-C-1, item-6) |
| 121 | Fixing only starters (for motor control) on angle iron frame on wall. Star-Delta starter for motor, (10 HP) [PWD elec. Sh. 2017 Page-C-1, item-7(b)] |
| 122 | Meter loop connection with 1.1 K.V. Gr. 3½ core, 35 Sqmm P.V.C./ XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter to incomming TPN Main Switch / Terminal. (Brand: Gloster/Havells/Finolex) For MIDI RLI Scheme (WRDD schedule-2018 , Page no.- 42, Item no.-13/C ) |
| 123 | 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) (WRDD schedule-2018 , Section 9, Page no-43. Item no.14 ) [b] For Midi RLI (i) 4Cx 16 sqmm Copper cable conforming to IS 694 in [63 A TPN switch to Busbar] RM 1.5 1028.76 1543.14 (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] RM 3.0 558.23 1674.69 (iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI Medium quality) [Star-Delta Motor starter to Motor] RM 56.0 532.77 29835.12 |
| 124 | Supplying & fixing of EI danger Board 4\\"x 6\\" in two distinguishing position . As per IEE regulation. ( PWD Elect. Sh 2017 page D-13, Item -21 ) |
| 125 | Earthing with 50 mm dia Galvanized iron pipe 3.64 mm thick X 3.04 mts. long and 1X4 SWG G.I.(Hot Dip) Wire (4 mts. 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 mts) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.65 mts. below the ground level. By ISI-Medium G.I. Pipe [PWD elec. Sh.2017 Page-G-1,item-2(a)] |
| 126 | Supplying and fixing earth bar of galvanized (hot dip) M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes on busbar complete with G.I. bolts, nuts, washers spacing insulators etc. as required for tapping. (PWD elec. Sh. 2017 Page-G-2, item-4a) |
| 127 | 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 damages. By Solid 8 S.W.G. GI Wire [PWD elec. Sh. 2017 Page-G-2, item-5(a)iii] |
| 128 | Insulation testing of internal wiring of Pump House/Kiosk Box including wiring of electric Motor & other ancilary equipments by means of Megger (WRDD schedule-2018 , Section 9, Item no.15, Page no. 43) Sub-Total 45763.39 |
| 129 | GST @ 18% Cost of internal electrical wiring works excluding Labour welfare cess: 54000.8 |
| 130 | Labour welfare cess @ 1%: Sub-Total 54540.81 Cost of civil works including Labour welfare cess 23 Total = 54541.0 Say Rs. 54541.0 Fifty Four Thousand Five Hundred & Forty One Only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 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.) |
| 131 | Materials. |
| 132 | PCCPOLE: 8 Mtrs. Long |
| 133 | PCCPOLE: 9 Mtrs. Long |
| 134 | G. I. Earth Spike 1853 x 20 MM |
| 135 | G.I Wire 5 mm |
| 136 | ACSR Rabbit (50 sq. mm.) Conductor |
| 137 | M.S Channel 75X40 mm |
| 138 | M.S.Angle 65X65X6 mm |
| 139 | M.S Angle 50X50X6 mm |
| 140 | M.S Flat 65X6 mm |
| 141 | MS V BRACKET 11 KV FOR 9M POLE |
| 142 | MS TOP ADAPTER 11 KV FOR 9M POLE |
| 143 | STAY SET H.T.( safe working load 7900 kg) 1830x20 MM |
| 144 | STAY SET H.T.( safe working load 5100 kg) 1680x16 MM |
| 145 | G.I. Stay Wire 7/2.5 mm (12 SWG) |
| 146 | G.I. Stay Wire 7/3.15 mm (10 SWG) |
| 147 | PORCELIN GUY ISULATOR (HT) |
| 148 | PORCELIN GUY ISULATOR (LT) |
| 149 | DTR 25 KVA 11/0.433 KV |
| 150 | Lightning Arrester 12 KV 5 KA Porcelain housed gapless type |
| 151 | GI TURN BUCKLE 18×3/4\\" |
| 152 | LT DISTRIBUTION KIOSK FOR 25 KVA DTR |
| 153 | 11 KV 320 mm CD Polymer Composite Pin Insulator 5KN |
| 154 | 11 KV Polymer Composite 45KN Disc Insulator |
| 155 | Composite Hardware Fittings for ACSR Weasel/ Rabbit Conductor |
| 156 | CABLE PVC 1.1 KV GRADE) 4CX25 sq mm |
| 157 | CABLE PVC 1.1 KV GRADE) 4CX50 sq mm |
| 158 | D IRON CLAMP 3\\"X 3.5\\" |
| 159 | PORCELIN SHACKLE INSULATOR 3\\" X 31/2\\" |
| 160 | CAUTION BOARD 11 KV |
| 161 | LABOUR: SURVEY OF HT OH LINE |
| 162 | SURVEY OF LT OH LINE |
| 163 | GIS SURVEY OF HT & LT OH LINE IRO POLE(SP, DP, TP,FP & S/STN DP) |
| 164 | ERECTION OF P.C.C. POLE (SP) COMPLETE WITHOUT FITTINGS 8M |
| 165 | ERECTION OF P.C.C. POLE (SP) COMPLETE WITH FITTINGS 9M |
| 166 | ERECTION OF P.C.C. POLE (DP) COMPLETE WITH FITTINGS 9M |
| 167 | ERECTION OF SUB-STN DP STRUCTURE ON PCC POLE (9M) WITH ALL FITTINGS FOR 25 KVA |
| 168 | ERECTION OF EARTHING COMPLETE |
| 169 | FIXING OF SOLID T-OFF ON SP |
| 170 | ERECTION OF HT STAY SET |
| 171 | ERECTION OF LT STAY SET |
| 172 | FIXING OF LIGTNING ARRESTOR 11 KV |
| 173 | FIXING OF DISC INSULLATOR 11 KV |
| 174 | FIXING OF PIN INSULLATOR 11 KV |
| 175 | STRINGING & SAGGING OF ACSR 50 SQ. MM CONDUCTOR 3W |
| 176 | STRINGING & SAGGING OF PVC 4 CORE PVC/XLPE CABLE |
| 177 | ERECTION OF DISTRIBUTION TRANSFORMER 25 KVA |
| 178 | FIXING OF SHACKLE INSULATOR WITH NUTS & BOLTS |
| 179 | FIXING OF LT KIOSK ON SINGLE SWITCH FOR 25 KVA |
| 180 | FIXING OF SERVICE CONNECTION CHARGE (3-PHASE) |
| 181 | ERECTION OF DTR NEUTRAL PIPE EARTHING |
| 182 | FIXING OF CAUTION BOARD |
| 183 | Cess @ 1% (Labour+Supervision @ Rs 50502.26) |
| 184 | Quotation Grand Total 544246.84 Say 544247.0 Five Lakh Forty Four Thousand Two Hundred & Forty Seven Only BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer (Agri-Mech) Burdwan (Agri-Mech) Division Name of Work:- Construction of Kathuriapara New Handed Over Midi RLI Scheme (Electrified) at Mouza-Kansra, Block-Jamalpur under Memari(A-M) Sub-Division in the District of Purba Bardhaman, under the Executive Engineer (A-M) Burdwan (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26. Scheme Object ID-116934, (Project ID:- WI252646909S000) Contract No: WBWRDD/EEAM/BDN/eNIT-48/SSM/2025-26 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.) |
| 185 | Campaigning in the command area of New Midi 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. |
| 186 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of New Midi RLI having CCA upto 40 Ha |
| 187 | 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 |
| 188 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C Charges etc |
| 189 | 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 ) |
| 190 | Meeting and onsite demonstration for operation & maintenance of New Midi RLI , water manangement and mode of collection of water tax, building of corpus fund etc |
| 191 | IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL-4 |
| 192 | Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy. |
| 193 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period Total 47550.0 Say 47550.0 Forty Seven Thousand Five Hundred & Fifty Only Please Enable Macros to View BoQ information |
