WBWRDD EE AM BURDWAN eNIT-37 SSM 2025-26

Laying of Water Transmission Arrangment (WTA). Please see the details in Sheet WTA

Procurement of UPVC; M.S. / C.I. ; ERW / GI pipes etc Materials and other Fittings etc. Please see the details in Sheet Material Procurement

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Tender Reference No : WBWRDD/EEAM/BDN/eNIT-37/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 )

Laying of Water Transmission Arrangment (WTA).

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 ]

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 ]

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]

i) 315 mm.OD.

ii)200 mm OD

ii) 140 mm. OD.

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.

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.

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]

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]

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 Variety [Vide Page No. -24 Item no-4(A) of PWD Schedule 3rd CORRIGENDA & ADDENDA & Rate analysis]

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 ]

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]

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. [Vide Page no.43, item no. 40(A)(I) of PWD Schedule 10th CORRIGENDA & ADDENDA] (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild Steel II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL

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]

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]

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

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]

Fitting and fixing of M.S. / G.I. / C.l. 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. iv) 150 mm. dia. C.1.sluice valve. [Vide Page No 19, item no. 7 of WRDD Schedule ]

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, Page no.14, item no. 2 of WRDD Schedule ]

(i)(a) 150 mm. dia. ERW pipe.

Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of cement concrete (1:2:4) with stone chips 20mm. down of 1250 mm X 1250 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 materials and labour and as per direction of Engineer-in-Charge. [Vide Page no.18, item no. 5 of WRDD Schedule ]

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, Page no.15, item no. 3 of WRDD Schedule ]

Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 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, Page no.17, item no. 17 of WRDD Schedule ]

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 Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. i) For Major R.L.I. [Vide Page no.15, item no. 7 (b) (i) of WRDD Schedule ]

For Water transmission Arrangement of RLI/Tube well 4% extra over the schedule rates,save & except fo rearth work in excavation & filling works,will be allowed for extra carriage by cart/boat/head load besides initial transport by truck etc.Except Item no. (1,2,4,5 & 21).

Sub-Total

Add GST @18%

Cost of civil works excluding Labour welfare cess

Add Labour welfare cess @ 1%

Grand Total

Eight Lakh Eleven Thousand Six Hundred & Eighty Only

Item Rate BoQ

BoQ_Ver3.0

Tender Reference No : WBWRDD/EEAM/BDN/eNIT-37/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 )

Supply of UPVC Pipes (Class-I) IS:4985/2000 Certification marked with latest ammendments, Ivory Grey coloured, both end plain, along with one matching coupler/socket (Class-II)duly IS:10124/1988 marked & required Solvent cement duly IS:14182/1994 marked for each pipe. Length of each straight pipe 6.0 mts with tolerence (± )10 mm

315 mm dia P.V.C. Pipe with Coupler (Class-I)

200 mm dia P.V.C. Pipe with Coupler (Class-I)

140 mm dia P.V.C. Pipe with Coupler (Class-I)

140 mm dia P.V.C. Pipe with Coupler (Class-II)

Supply of UPVC fittings conforming to IS 10124 (Part-1 to 10) / 1988 with latest ammendments.

315 mm dia F.T.P. (Class-II)

160 mm dia F.T.P. (Class-II)

200 mm dia P.V.C. Equal Tee (Class-II)

140 mm dia P.V.C. Equal Tee (Class-II)

200 X 140 mm P.V.C. Reducer (Class-II)

160 X 140 mm P.V.C. Reducer (Class-II)

200 X 60º P.V.C. Bend (Class-II)

140 X 90º P.V.C. Bend (Class-II)

140 X 60º P.V.C. Bend (Class-II)

140 mm dia P.V.C. End Cap (Class-II)

315 mm dia P.V.C.Extra Coupler (Class-II)

200 mm dia P.V.C.Extra Coupler (Class-II)

200 mm dia F.T.P. as per IS-10124/2009

140 mm dia P.V.C.Extra Coupler (Class-II)

150 X 200 mm MS Expander (No welding anywhere except at Flanges) with ISI Marked (Both end Flanged conforming to IS 6392, Table 17 & 11).AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

150 X 300 mm MS Expander (No welding anywhere except at Flanges) with ISI Marked (Both end Flanged conforming to IS 6392, Table 17 & 11).AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

Supply of Solvent Cement (conforming to IS 14182/1994 with latest ammendments)

M.S. Shore Manifold as per drawing (Annexure) made of 350 mm dia. M.S. ERW Pipe 1.5 meter long having 2 numbers of 150 mm diameter Inlet and 3 numbers of 150 mm dia. Outlet, all ends Flange welded, M.S. ERW Pipe conforming to IS: 3589/2001, 5.0 mm Thickness & IS 1239 (Part 1)/2004, Medium, 4.8 mm. Flange conforming to IS 6392 ,Table-17. AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE

M.S. Shore Manifold as per drawing (Annexure) made of 350 mm dia. M.S. ERW Pipe 1 meter long having 3 numbers of 150 mm diameter Inlet and 1 number of 300 mm dia. Outlet, all ends Flange welded, M.S. ERW Pipe conforming to IS: 3589/2001, 5.0 mm Thickness respectively & IS 1239 (Part 1)/2004, Medium, 4.8 mm MS Flange conforming to IS 6392, Table-17 for 150 mm dia and MS Flange conforming to IS 6392, Table-5 for 300 mm dia. AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

80 mm dia screwed at one end & std. flanged at other 3m long (top).

ISI marked 150 mm dia. Sluice Valve Pressure designation P.N. 1.6 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 with Manufacturer’s Test & Guarantee certificate. The Valves shall be tested for (closed end test) against Hydrostatic test requirement.

Supply of Nipple Type 150 mm dia NB Alfa Alfa valve "Type-C". (1no Handwheel for 04 Nos of Valve) as per existing drawing.

90 Degree M.S ERW Bend 300 mm Dia (One end flanged and other end Short Piece & Ring Welded with Free Backing Flange). Bend shall be As per IS: 1239 (Part-II)/2011 and flange conforming to IS: 6392/1971 (Table-5) with raised surface. Flange and Bend are ISI Marked. AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

90 Degree M.S ERW Bend 300 mm Dia (Both ends flanged). Bend shall be As per IS: 1239 (Part-II)/2011 and flange conforming to IS: 6392/1971 (Table-5, 11) with raised surface. (As per drawing, Annexure). Flange and Bend are ISI Marked. AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

Supply of 150 mm dia 90 degree GI Bend both end flanged ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.

Supply of 150 mm dia 90 degree GI (One end flanged and other end Ring Welded with Free Backing Flange). ISI Marked -IS 1239(Pt-II), Galv-IS-4736.

Supply and Delivery of Galv. MS Flanged Pipe ISI marked- IS: 1239 - 150mm.dia (4.8mm)

Supply of M.S. 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. AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

Supply 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).AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE

300 mm dia Rubber Insertion (Table No.11)

300 mm dia Rubber Insertion (Table No.5)

200 mm dia Rubber Insertion (Table No.11)

150 mm dia Rubber Insertion (Table No.17)

Total =

Say Rs.

Thirty One Lakh Fifty Four Thousand &Eighty Five Only