Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Mar 2024
Closing DateCancelled
Tender Amount₹ 28,71,376
Costs
EMD
₹ 58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_686759_1Tender No
28 WRDD EE (AM) BURDWAN (AM) DIVISION of 2023 2024Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
i) 315 mm.OD.
624
7063
11.32
ii)200 mm OD
372
4032
10.84
ii) 140 mm. OD.
1200
12168
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.
0.28
3289
11927
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]
93.51
30297
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]
8.75
4559
521.07
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]
10.05
58811
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
1948
328
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
0.55
30134
54790.19
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation & plinth
[Vide Page no.15, item no. 8(A) of PWD Schedule 3rd CORRIGENDA & ADDENDA]
21.16
107513
5081
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]
22.8
15139
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
249.81
37971
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]
249.81
8493
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]
22.6
881
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]
22.6
2960
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 ]
5
273
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.
96
12944
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 ]
19
2131
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]
1367.91
90295
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.
4.9
379
77.54
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
13821
13821.14
ADD GST @ 18% on all items (Sl No 02 to 25)
1
108276
108276.45
Add Labour welfare cess @ 1% (Sl No 02- 26)
1
7098
7098.12
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)
624
954096
1529
200 mm dia P.V.C. Pipe with Coupler (Class-I)
372
225060
605
140 mm dia P.V.C. Pipe with Coupler (Class-I)
1200
351600
293
140 mm dia P.V.C. Pipe with Coupler (Class-II)
18
8820
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)
8
11856
1482
140 mm dia P.V.C. Equal Tee (Class-II)
18
12816
712
200 mm dia F.T.P. (Class-II)
5
6630
1326
160 mm dia F.T.P. (Class-II)
18
12060
670
200 X 140 mm P.V.C. Reducer (Class-II)
8
7952
994
315 mm dia F.T.P. (Class-II)
2
9188
4594
160 X 140 mm P.V.C. Reducer (Class-II)
18
5904
328
200 X 60º P.V.C. Bend (Class-II)
3
5328
1776
140 X 90º P.V.C. Bend (Class-II)
24
15528
647
140 X 60º P.V.C. Bend (Class-II)
10
6470
647
315 mm dia P.V.C.Extra Coupler (Class-II)
6
7116
1186
140 mm dia P.V.C. End Cap (Class-II)
12
3960
330
200 mm dia P.V.C.Extra Coupler (Class-II)
15
4515
301
140 mm dia P.V.C.Extra Coupler (Class-II)
30
3900
130
150 X 200 mm MS Expander with ISI Marked -Both end Flanged conforming to IS 6392, Table 17 & 11).AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
5
21400
4280
150 X 300 mm MS Expander with ISI Marked -Both end Flanged conforming to IS 6392, Table-17 & 11). AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
2
15028
7514
Supply of Solvent Cement (conforming to IS 14182/1994 with latest ammendments)
10
4250
425
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 1161/2004 or IS: 3589/2001, 5.0 mm Thickness & IS 1239 (Part 1)/2004, Medium, 4.8 mm. Flange conforming to IS 6392, Table-17. All internal and external surface Galvanized (Min coating thickness 100 micron) AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
1
37200
37200
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 1161/2004 or 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. All internal and external surface Galvanized (Min coating thickness 100 micron) .AS PER SE (A-M) BURDWAN (A-M) CIRCLE APPROVED RATE
1
31200
31200
80 mm dia.(NB) MS ERW Coloum pipe conforming to IS:1239(Part-I) 2004, one ends flanged and other end open 3000 mm in length, medium class 80 mm(NB) Flange with raise face conforming to IS:6392:1971(Table: 17) Both inside & outside Galvanized minimum coating thickness 100 micron Galv IS:4736
2
11000
5500
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.
10
99500
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.
19
84265
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.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.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 backing flange) ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
6
49050
8175
Supply of 150 mm dia 90 degree GI Bend (Both ends flanged) ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
6
49050
8175
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
-
-
-
300 mm dia Rubber Insertion (Table No.11)
5
1445
289
300 mm dia Rubber Insertion (Table No.5)
1
289
289
200 mm dia Rubber Insertion (Table No.11)
5
895
179
150 mm dia Rubber Insertion (Table No.17)
50
8400
168
200 mm Nominal dia. Carbon CI Plate Flange conforming IS: 6392:1971 (Table 11), IS 6392. ISI Marked
5
10475
2095
150X150X150 mm Dia MS Tee ,MS ERW Pipe conforming to IS 1239 (Part-I) with both ends flanged as per IS 6392/1971 (Table 17).Flange thickness 22 mm ,with latest amendment.
2
12480
6240
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