WBWRDD EE AM BURDWAN eNIT-38 CS 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-38/CS/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).

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), 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 1500 mm. ( Page- 01,Item no. 2(a), PWD SCHEDULE-2017)

Earthwork 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 soil 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. { WRI&DD SOR 2018/ Chapter No. VI.SLno.2.10,page no-14,Item No-1)

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.{ WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-14,Item No-1(A)(ii)(iii)

b) 200 mm dia

c) 140 mm dia

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) { WRI&DD SOR 2018/ Chapter No.VI.SLno.2.10,page no-14,Item no-2

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.a) Fine Sand ( Page- 02,Item no. 4(B), PWD SCHEDULE-2017)

Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Page- 1, Item no. 1, PWD SCHEDULE 3rd corri-2018 )

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 (Page- 10, (Item no. 27, PWD SCHEDULE 3rd corri-2018)

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 as per decision & direction of Engineer-In-Charge. (Page- 42, Item no. 12(a), PWD SCHEDULE-2017)

Brick work with Ist class brick in cement mortar (1 : 6).(a) In foundation and plinth(Page- 2, Item no. 4, PWD SCHEDULE 3rd corri-2018)

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. ( Page- 3, Item no.8 , PWD SCHEDULE 3rd corri-2018)

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. (Pg - 49, Sl no - 1 of PWD 3rd corri -2018)

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. (Pg - 192, Sl no - 15-PWD-2017)

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. (WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-15,Item No-2(b)(xxviii)

b) 150 mm dia MS 90° Bend both end flanged welded. (WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-15,Item No-2(b)(xxii)

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. (WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-14,Item No-2(i)(a)

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. (Ch.6.2, para -2.3 , sl -5 .page- 18 of WRDD)

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)

Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC. { WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-17,Item No-17)

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-in- Charge. for Major (Ch.6.2, para -2.3 , sl -7 .page- 16 of WRDD)

For Water transmission Arrangement of RLI I 4% extra over the schedule rates, save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart I boat I head load besides initial transport by truck etc.for Item no-1 to 18 excluding item No-1,2,4,17 & 18 {WRI&DD SOR 2018/Introduction Point no-8)

Sub-Total

Add GST @18%

Cost of civil works excluding Labour welfare cess

Add Labour welfare cess @ 1%

Grand Total

Seven Lakh Seventeen Thousand Three Hundred & Ninety Six Only

Item Rate BoQ

BoQ_Ver3.0

Tender Reference No : WBWRDD/EEAM/BDN/eNIT-38/CS/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 and Transportation of UPVC Pipes (Class-I) IS:4985/2000 Certification marked with latest ammendments, Ivory Grey coloured, both end plain, along with one matchingcoupler/socket(Class-II)duly IS:10124/1988 matked & required Solvent cement duly IS:14182/1994 marked for each pipe. Length of each straight pipe 6.0 mts with tolerence (± )10 mm. (ISI Marked).

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

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

Supply and Transportation of UPVC Pipes (Class-II) 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 matked & required Solvent cement duly IS:14182/1994 marked for each pipe. Length of each straight pipe 6.0 mts with tolerence (± )10 mm.(ISI Marked).

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

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

200 mm dia P.V.C. Equal Tee

140 mm dia P.V.C. Equal Tee

200 mm dia F.T.P.

160 mm dia F.T.P.

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

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

140 X 90º P.V.C. Bend

140 X 60º P.V.C. Bend

140 mm dia P.V.C. End Cap

200 mm dia P.V.C. End Cap

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

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

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

Supply and Transportation of 150mm OD Flexible PVC Suction Hose Pipe.(ISI Marked).

Supply and Transportation of 150 mm dia C.I. Sluice Valve with hand wheel,ISI marked,IS:14846

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

Supply and Transportation of 150 mm dia C.I. Foot valve, flanged end & swing type as per IS 4038/1986(Table-17) with latest amendment.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.

15O mm.dia Galv. MS Flanged Pipe ISI marked-IS- 1239, Galv- IS 4736 (4.8mm)

Supply and Transportation of 150 mm dia 90 degree GI Bend both end flanged ISI Marked -IS 1239, Galv-IS-4736.

Supply and Transportation of 150 mm dia MS Heavy Duty Hose Clamp fitted with bolts & nuts (2 sets) 2.5 mm thick, 45 mm width.

Supply & Transportation of 150 mm dia C.I. Combined Tail Piece both side groved.

Supply & Transportation of 150 mm dia C.I. Tail Piece with flange adopter one side grooved overall length(175+/-15) mm and other end flanged(12 mm flange thk) with 7 nos. grooves as Per IS:1538 and drilled as Per Table-17 of IS:6392.

Supply and Transportation 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.

Supply and Transportation 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).

150mm.dia( Table -17)

150mm.dia( Table -5)

Total =

Say Rs.

Twenty Two Lakh Ten Thousand Two Hundred & Thirteen Only