WBWRDD EEAM BDN eNIT-34 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-34 /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 Page no.5 of Annexure-I, item no.2(2.00) 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 Page no.5 of Annexure-I, 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 5 th CORRIGENDA & ADDENDA]

Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor. as per relevent IS Code. a) Pakur Variety [Vide Page no.24, item no. 4(A) of PWD Schedule]

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 10 th CORRIGENDA & ADDENDA] (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) 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]

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, item no. 2 of WRDD Schedule ]

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

Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site). [Vide Chapter no.6.2, item no. 12 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, 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, item no. 17 of WRDD Schedule ]

Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. [Vide Chapter no.6.2, item no. 18 of WRDD Schedule ]

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). c) For Majori R.L.I. Scheme. [Vide Chapter no.6.2, item no. 15 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 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. i) For Major R.L.I. [Vide Chapter no.6.2, item no. 7 (b) (i) of WRDD Schedule ]

Considering extra rates for carriage of material @ 4% allowed for all items except item no 1.1, 1.2, 1.4, 1.5, & 1.22.

Sub-Total

Add GST @18%

Cost of civil works excluding Labour welfare cess

Add Labour welfare cess @ 1%

Grand Total

Eleven Lakh Three Thousand Four Hundred & Forty Eight Only

Item Rate BoQ

BoQ_Ver3.0

Tender Reference No : WBWRDD/EEAM/BDN/eNIT-34 /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 )

315 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments

200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments

140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments

140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments

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)

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)

315 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)

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)

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)

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)

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)

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)

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)

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)

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)

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)

315 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)

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)

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)

Extra Solvent Cement as per I.S. 14182-1994 with latest amendments

GI Quadrupped Set for Major RLI Scheme, All material ISI marked (As per appvd. existing drawing & tech. spec.)

150 mm dia 90º G.I Bend (both end flanged), ISI marked-IS-1239/II, Galv- IS 4736

150 mm dia 90º G.I Bend (both end flanged) long bend With priming arrangement, ISI marked-IS-1239/II, Galv- IS 4736

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

150 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846

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)

150 mm dia P.V.C.Flexible Hose pipe, ISI marked - IS 15625

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

Supply & Transportation of 150 mm dia C.I. Foot valve, flanged end & swing type as per IS 4038/1986 with latest amendment duly ISI marked.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.

Supply & Transportation of 5mm thick 150 mm dia Foot Valve Leather Washer(Table-17) best quality brand (Imperial/Techno/Burhani).

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(23 mm flange thk) with 7 nos. grooves as Per IS:1538 and drilled as Per Table-17 of IS:6392.

Supply & Transportation Foundation Bolt for Electro-Motor Pump set foundation and 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%.

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%.

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).

300 mm dia Rubber Insertion (Table No.11)

300 mm dia Rubber Insertion (Table No.5)

200 mm dia Rubber Insertion (Table No.11)

200 mm dia Rubber Insertion (Table No.5)

150 mm dia Rubber Insertion (Table No.17)

150 mm dia Rubber Insertion (Table No.5)

80 mm dia Rubber Insertion (Table No.17)

Supply & Transportation of 500 mm dia (Table-5) Compressed Asbestos Fibre Jointing for Quadruped set(for raised surface of flange as per IS:6392).

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. Finish: ISI marked.

a) M 16 mm X 65 mm.

b) M 16 mm X 80 mm.

c) M 16 mm x 50 mm.

d) M 20 mm X 80 mm.

e) M 20 mm X 100 mm.

Total =

Say Rs.

Forty Lakh Eighty Two Thousand Six Hundred & Forty Nine Only