Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Jul 2024
Closing Date25 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 77,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Special Renovation Of Senpur-ii
Description
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Contact
Tender Id
2024_WRDD_705451_3Bid Award Id
ViewTender No
WBWRDD/EEAM/CNS/CS /eNIT-05 of 2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://www.wbwridd.gov.in/
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Documents
BOQ Items
Supply of 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
30
14700
490
Supply of 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)
12
17784
1482
Supply of 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)
30
21360
712
Supply of 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
Supply of 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)
27
18090
670
Supply of 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
Supply of 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)
18
17892
994
Supply of 200 X 160 mm P.V.C. Reducer (Class-II)
6
4542
757
Supply of 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
Supply of 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)
16
10352
647
Supply of 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)
32
20704
647
Supply of 200 mm dia P.V.C. End Cap(Cl-III)
2
1510
755
Supply of 140 mm dia P.V.C. End Cap(Cl-III)
2
660
330
Supply of 315 mm dia P.V.C.Extra Coupler (Class-II)
10
11860
1186
Supply of 200 mm dia P.V.C.Extra Coupler (Class-II)
30
9030
301
Supply of 140 mm dia P.V.C.Extra Coupler (Class-II)
100
13000
130
Supply of Solvent Cement(Extra)
10
4250
425
Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED)
5
49750
9950
Supply of 150 mm dia NB Foot Valve (Flanged type) lS -4038 / 1986
2
10000
5000
Supply of 150 mm dia Alfa Alfa type Valve (C type)
20
88700
4435
Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736
150 mm dia
7
57225
8175
150 x 300 Expander (MS) with Both End ISI marked Flange welded
1
7415
7415
Supply of Galv. MS Flanged Pipe ISI marked- IS: 1239, Galv- IS4736 150mm.dia (4.8mm) (ISI MARKED)
60
228000
3800
MS Shore manifold with painting made of 350 mm dia MS ERW pipe 1 mtr long having 1 numbers of 300 mm dia inlet and 3 nos of 150 mm dia outlet all end flanged welded , Flanged thickness of 300 & 150 mm dia 18 mm & 12 mm respectively wirh +3 mm of raised surface.
1
26843
26843
Supply & Transport of M.S. Shore Manifold as per drawing with painting made of 350 mm Dia M.S. ERW Pipe 1.5 Meter long having 2 Nos of 150 mm dia inlet and 3 Nos 150 mm outlet , all end flange welded,MS ERW Pipe conforming to IS 1239 (Part-I)/3589, Medium and MS Flange Conforming IS 6392/71 (Table-17) .
1
32645
32645
300 mm dia Z bend,average length 2 mtr, both end ISI marked flanged of size 300 mm NB, 5.40 mm thick M.S. ERW pipe and 300 mm dia MS plate flanged 12 mm thick with 12 nos drilled hole equally spaced fitting and fixing by running welding with painting complete.
2
35600
17800
150 mm dia CI Non-Return valve(Nominal Pressure 1.6 Mpa, Flanged end and swing type with side bypass arrangement as per IS-5312(part-I)/2000 with latest ammendments duly ISI material CI Grade FG 200, Casting finish shall be less than 6.0 micron
2
27580
13790
Supply of MS Hose Clamp
150 mm dia (45 mm thick, 2 mm width)
20
2760
138
Supply of C.I. Flanged Tail piece/Nipple
150 mm dia.Tail piece one end flanged other end grooved.
12
17400
1450
Supply of Nuts & Bolts
M 20x80 mm.
80
14080
176
M 20x100 mm.
10
1760
176
M.16x65 mm
30
5280
176
M 16x80 mm
10
1760
176
M 16x 50 mm
15
2640
176
ISI marked P.V.C.Flexible Hose pipe as per IS 15265 - 150 mm dia
60
90180
1503
150 mm dia Foot Valve Leather Washer
2
620
310
Rubber Insertion (for raised surface of Flange as per IS-6392)
300 mm.dia( Table-11)
8
2312
289
150 mm.dia( Table -17)
80
13360
167
Laying of WTA : Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), 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. (a) Depth of excavation not exceeding 1500 mm
16.57
1976
119.27
Earthwork 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 soil 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
2552.64
252736
99.01
Laying of P.v.C. pipes of different diameters within field trenches in curve /
straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening 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.
b) 315 mm dia
420
4754
11.32
b) 200 mm dia
1200
13008
10.84
c) 140 mm dia
2400
24336
10.14
Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work)
2442.67
161240
66.01
Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand.
7.67
7300
951.83
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
55.66
19870
357
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.(a) Pakur vareity
5.93
32275
5442.74
Hire and labour charges for shuttering with centering and necessary staging upto 4 metre 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). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge
16.52
5517
334
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth
1.95
10319
5292
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In superstructure ground floor.
11.85
65340
5514
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
21.6
15595
722
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] (i) With 1:6 cement mortar (c) 15 mm thick plaster.
178.38
25686
144
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.
178.38
6064
34
Fitting and fixing of M.S. / G.I. / C.I.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. a) 150 mm dia sluice valve
5
273
54.69
b) 150 mm dia MS 90° Bend both end flanged welded.
10
810
81.09
c) 300 mm. dia. ERW pipe special bend, both ends flanged.
2
243
121.64
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) 150 mm. dia. ERW pipe.
60
8090
134.84
Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of cement concrete (1`:2:4) with stone chips 20mm. down 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.
2
4526
2263.08
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 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 one materials and labour complete as per drawing and direction of EIC.
1
3677
3677.51
Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 mm. dia.P.V.C. 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
Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour 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. for Major
1
4987
4987.26
For Water transmission Arrangement of RLI I 4% extra over the schedule rates, save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart I boat I head load besides initial transport by truck etc.for Item no-1.43 to 1.64 excluding item No-1.43, 1.44, 1.48 & 1.63
1
9850
9850.33
Add GST @ 18 % on every Items from Item No.1.42 to 1.65
1
122530
122530.89
Add Cess @1% on every Items from Item No. No.1.42 to 1.66
1
8032
8032.58
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