Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date
2 Jul 2024Closing Date
23 Jul 2024Tender Amount
₹ 26,07,955Costs
EMD
₹ 53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_704048_3Tender 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/
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Documents
BOQ Items
140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
1020
298860
293
140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
18
8820
490
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)
8
11856
1482
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)
20
14240
712
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)
5
6630
1326
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)
20
13400
670
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)
8
7952
994
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)
2
9188
4594
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)
20
6560
328
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)
3
5328
1776
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)
25
16175
647
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)
10
6470
647
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)
12
3960
330
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)
6
7116
1186
200 mm dia P.V.C.Extra Coupler (Class-II)
15
4515
301
140 mm dia P.V.C.Extra Coupler (Class-II)
60
7800
130
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
2
14830
7415
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
5
21400
4280
Extra Solvent Cement as per I.S. 14182-1994 with latest amendments
10
4250
425
G.I. ITEMS . . 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. Paint: 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. Paint: All internal and external surface Galvanized (Min coating thickness 100 micron) .AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE
1
31200
31200
80 mm dia. (NB) MS ERW Column Pipe conforming to IS: 1239(Pt-I):2004, one ends flanged and other end open, 3660 mm (12 feet) in length, medium class, 80 mm (NB) Flange with raised face conforming to IS: 6392:1971 (Table:17). Both inside & outside Galvanized, minimum coating thickness 100 micron.AS PER SE(A-M) BURWAN (A-M) CIRCLE APPROVED RATE
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.
5
49750
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.
20
88700
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-5, 11) 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) BURWAN (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) BURWAN (A-M) CIRCLE APPROVED RATE
1
18100
18100
Supply of 150 mm dia 90 degree GI Bend both end flanged ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
6
49050
8175
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.
6
49050
8175
Supply of 150 mm dia 90 degree GI Bend both end flanged (with priming) ISI Marked -IS 1239 (Pt-II), Galv-IS-4736.
2
16786
8393
Supply and Delivery of Galv. MS Flanged Pipe ISI marked- IS: 1239 - 150mm.dia (4.8mm)
108
410400
3800
Supply & 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.Finish: Galvanized. ISI marked.
-
-
-
M 16 mm X 80 mm.
40
8440
211
M 20 mm X 80 mm.
100
21100
211
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)
6
1734
289
300 mm dia Rubber Insertion (Table No.5)
4
1156
289
200 mm dia Rubber Insertion (Table No.11)
4
704
176
200 mm dia Rubber Insertion (Table No.5)
1
176
176
150 mm dia Rubber Insertion (Table No.17)
50
8300
166
150 mm dia Rubber Insertion (Table No.5)
15
2490
166
Laying of 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 ]
1048.8
103841
99.01
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.
300
3396
11.32
ii)200 mm OD
360
3902
10.84
ii) 140 mm. OD.
1020
10342
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.
28.57
3407
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]
97.67
31645
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)
0.09
4757
52107
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
3.66
19218
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
6.81
39851
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. (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel I.SAIL/ TATA/RINL
0.48
26270
54729.23
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation & plinth
21.94
105575
4812
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
24
15936
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 49 of 96 Item no-1 of PWD Schedule 3rd CORRIGENDA & ADDENDA
(i) With 1:4 cement mortar (b) 15 mm thick plaster (3 rd corrigenda,PWD, P-50,Item - 1(i) c ]
260.91
39658
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.
260.91
8870
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]
45.22
1763
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]
45.22
5923
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. (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.
20
2244
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.
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 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.
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]
998.43
65906
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
386
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. (1,3,20,21 & 22)[Vide Chapter no.2, item no. 11 of WRDD Schedule ] item no. except 2.01,2.03,2.21,2.22,2.23
1
13744
13744.51
Add 18% GST on all Items from 2.01 to 2.24
1
96459
96459.57
Add 1% CESS on all Items from 2.01 to 2.25
1
6323
6323.46
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