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
₹ 55,39,705Costs
EMD
₹ 1,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_704048_7Tender 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
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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
2682
785826
293
140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
36
17640
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)
15
22230
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)
25
17800
712
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
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)
8
10608
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)
25
16750
670
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)
25
8200
328
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)
15
14910
994
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)
5
8880
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)
37
23939
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)
18
11646
647
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)
2
1510
755
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)
2
660
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)
8
9488
1186
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)
37
11137
301
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)
134
17420
130
Extra Solvent Cement as per I.S. 14182-1994 with latest amendments
10
4250
425
G.I. ITEMS . . GI Quadrupped Set for Major RLI Scheme, All material ISI marked (As per appvd. existing drawing & tech. spec.)
1
875000
875000
150 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846
11
109450
9950
150 mm dia. Alfa Alfa Valve (type-C) as per IS 210/2009 (As per appvd. existing drawing)
25
110875
4435
150 mm dia 90º G.I Bend (both end flanged) long bend , ISI marked-IS 1239/II
8
65400
8175
150 mm dia 90º G.I Bend (both end flanged) long bend With priming arrangement, ISI marked-IS 1239/II
2
16786
8393
Supply and Delivery of Galv. MS Flanged Pipe ISI marked- IS: 1239 - 150mm.dia (4.8mm)
96
364800
3800
OTHER MATERIALS . . 150 mm dia P.V.C.Flexible Hose pipe, ISI marked - IS 15625
60
90180
1503
Supply & Transportation of 150 mm dia MS Heavy Duty Hose Clamp fitted with bolts & nuts (2 sets) 2.0 mm thick, 45 mm width.
10
1380
138
Supply & Transportation of 150 mm dia C.I. Foot valve, flanged end & swing type as per IS 4038/1986(Table-17) with latest amendment duly ISI marked.The disc face will be made of leather and strainer made of C.I.The Valves shall be tested for (closed end test) against Hydrostatic test requirement.
1
5000
5000
Supply & Transportation of 150 mm dia Foot Valve Leather Washer (Table-17) best quality brand (Imperial/Techno/Burhani).
1
340
340
Supply & Transportation of 150 mm dia C.I. Tail Piece with flange adopter (Drilled Holes Confirming to Table-17,IS 6392),one side grooved overall length (175+/-15) mm and other end flanged (22 mm flange thk) with 7 nos. grooves.
4
7084
1771
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%. Approx 8 nos.
8
1784
223
Foundation Bolt for Distribution Chambers (Quadruped Sets) 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 1.1 kg. per bolt with tolerance in weight of each bolt @ +10%. Approx 44 nos.
48
10704
223
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)
2
578
289
300 mm dia Rubber Insertion (Table No.5)
4
1156
289
200 mm dia Rubber Insertion (Table No.11)
6
1056
176
200 mm dia Rubber Insertion (Table No.5)
12
2112
176
150 mm dia EPDM Gasket/Insertion (Table No.17)
88
14608
166
150 mm dia EPDM Gasket/Insertion (Table No.5)
14
2324
166
80 mm dia Rubber Insertion (Table No.17)
2
190
95
Extra solvent Cement.
10
4250
425
Supply & Transportation of 500 mm dia (Table-5) Compressed Asbestos Fibre Jointing for Quadruped set(for raised surface of flange as per IS:6392).
6
7308
1218
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.
-
-
-
a) M 16 mm X 65 mm. Approx 56 nos.
10
2110
211
b) M 16 mm X 70 mm. Approx 96 nos.
18
3798
211
c) M 16 mm X 80 mm. Approx 56 nos.
12
2532
211
d) M 16 mm x 50 mm(15 kg). Approx 100 nos.
15
3165
211
e) M 20 mm X 80 mm. Approx 480 nos.
160
33760
211
f) M 20 mm X 100 mm. Approx 152 nos.
60
12660
211
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 ]
2844.48
281631
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.
498
5637
11.32
ii)200 mm OD
1470
15934
10.84
ii) 140 mm. OD.
2682
27195
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.
0.37
4424
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]
126.53
40995
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)
0.1
5278
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
7.15
37543
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
10.08
58986
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]
48.45
9932
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
0.73
39952
54729.23
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation & plinth
23.75
114285
4812
125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.
28.8
19123
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 ]
253.71
38563
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.
253.71
8626
34
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 ]
11
601
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.
96
12944
134.84
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).
1
29920
29920.75
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.
25
2805
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
Supplying 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.
1
942
942.95
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]
2708
178755
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.
0.06
460
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. 2.01,2.03,2.20,2.21,2.22)Vide Chapter no.2, item no. 11 of WRDD Schedule ]
1
18733
18733.09
Add 18% GST on all Items from 2.01 to 2.25
1
173149
173149.38
Add 1% CESS on all Items from 2.01 to 2.26
1
11350
11350.9
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