Water Resources Development Directorate Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date2 Jul 2024
Closing Date23 Jul 2024
Tender Amount₹ 29,68,483
Costs
EMD
₹ 60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WRDD_704048_4Bid Award Id
ViewTender No
02 WRDD EE (A-M) BURDWAN (A-M) DIVISION of 2024 2025Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
i) 315 mm.OD.
-
-
-
ii)200 mm OD
780
8455
10.84
ii) 140 mm. OD.
2490
25248
10.14
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.
34.16
4074
119.27
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]
122.06
39547
324
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]
11.25
5862
521.07
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. (i) Pakur Variety [Vide Page No. -24 Item no-4(A) of PWD Schedule 3rd CORRIGENDA & ADDENDA]
4
21003
5250.86
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.
a) Pakur Variety
[Vide Page no.13, item no. 33 of PWD Schedule 3rd CORRIGENDA & ADDENDA]
8.85
51788
5851.86
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)
(f) 25 mm to 30 mm shuttering without staging in foundation
[Vide Page no.43, item no. 36(A) of PWD Schedule]
5.94
1217
205
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
0.63
34479
54729.23
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]
26.51
127566
4812
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]
31.2
20716
664
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
325.34
49451
152
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]
325.34
11061
34
Painting one coat on steel work with zinc phosphate primer of approve make and brand (Minimum Dry Film thickness DFT 50 micron) at all locations prepared and applied as per manufacturer s specifications including smoothening surface by papering etc [on steel surface] .[Chapter 1.0 Vide Page no.5, item no. 14(d) of WRDD Schedule]
39.56
1542
39
Painting with best quality Coal Tar Epoxy paint(min coating thickness 200 micron) of approved make and brand at all locations prepared and applied as per manufacturers specifications including preparation of surface, etc.complete. on steel surface - 2 coats (with any shade except white) as per direction of the Engineer-in-Charge.[Chapter 1.0 Vide Page no.5, item no. 14(f) of WRDD Schedule]
39.56
5182
131
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.I. sluice valve. [Vide Page No 19, item no. 7 of WRDD Schedule ]
6
328
54.69
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 Page no. 14, item no. 2 of WRDD Schedule ]
-
-
-
(i)(a) 150 mm. dia. ERW pipe.
108
14562
134.84
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 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 ]
2
4526
2263.08
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 Page no. 15, item no. 3 of WRDD Schedule ]
26
2917
112.21
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 Page no.17, item no. 17 of WRDD Schedule ]
1
3677
3677.51
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 ]
1
4987
4987.26
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]
1778.6
117405
66.01
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.
0.05
403
7754
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. (2,4, 22, 23 & 24).
1
17165
17165.45
Considering GST @ 18% :
1
135987
135987.97
Considering Labour welfare cess @ 1%
1
8914
8914.76
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
-
-
-
200 mm dia P.V.C. Pipe with Coupler (Class-I)
780
471900
605
140 mm dia P.V.C. Pipe with Coupler (Class-I)
2490
729570
293
140 mm dia P.V.C. Pipe with Coupler (Class-II)
26
12740
490
Supply of UPVC fittings conforming to IS 10124 (Part-1 to 10) / 1988 with latest ammendments.
-
-
-
200 mm dia P.V.C. Equal Tee (Class-II)
14
20748
1482
140 mm dia P.V.C. Equal Tee (Class-II)
26
18512
712
200 mm dia F.T.P. (Class-II)
-
-
-
160 mm dia F.T.P. (Class-II)
26
17420
670
200 X 140 mm P.V.C. Reducer (Class-II)
14
13916
994
160 X 140 mm P.V.C. Reducer (Class-II)
26
8528
328
200 X 60º P.V.C. Bend (Class-II)
3
5328
1776
140 X 90º P.V.C. Bend (Class-II)
29
18763
647
140 X 60º P.V.C. Bend (Class-II)
12
7764
647
140 mm dia P.V.C. End Cap (Class-II)
12
3960
330
200 mm dia P.V.C.Extra Coupler (Class-II)
20
6020
301
140 mm dia P.V.C.Extra Coupler (Class-II)
125
16250
130
Supply of Solvent Cement (conforming to IS 14182/1994 with latest ammendments)
10
4250
425
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.
6
59700
9950
Supply of Nipple Type 150 mm dia NB Alfa Alfa valve "Type-C". (1no Handwheel for 04 Nos of Valve) as per existing drawing.
26
115310
4435
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-11,5) with raised surface. Flange and Bend are ISI Marked.Paint: All Internal and External surfaces Hot Dip Galvanized (Minimum coating thickness 100 micron)AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
1
18100
18100
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-11) with raised surface. (As per drawing, Annexure). Flange and Bend are ISI Marked.Paint: All Internal and External surfaces Hot Dip Galvanized (Minimum coating thickness 100 micron).AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
1
18100
18100
Supply of 150 mm dia 90 degree GI Bend (One end flanged and other end ring welded with free backing flange) ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
3
24525
8175
Supply of 150 mm dia 90 degree GI Bend both end flanged ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
3
24525
8175
Supply and Delivery of Galv. MS Flanged Pipe ISI marked- IS: 1239 - 150mm.dia (4.8mm)
108
410400
3800
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.Finish: Zinc Plated/Galvanized. ISI marked.AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
-
-
-
M.16x80 mm
40
8440
211
M 20x80 mm
100
21100
211
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) BURDWAN (A-M) CIRCLE APPROVED RATE
-
-
-
200 mm dia Rubber Insertion (Table No.11)
6
1074
179
200 mm dia Rubber Insertion (Table No.5)
2
358
179
150 mm dia Rubber Insertion (Table No.17)
50
8300
166
150 mm dia Rubber Insertion (Table No.5)
15
2490
166
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements