Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date8 Jul 2024
Closing Date26 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 38,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRDD_707283_4Bid Award Id
ViewTender No
WBWRDD/EEAM/CNS/CS /eNIT-06 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
18
8820
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)
6
8892
1482
200 x 200 x 140 Tee as per IS:10124 with latest amendments
2
3180
1590
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)
15
10680
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)
19
12730
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)
16
5248
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)
6
5964
994
Supply of 200 X 160 mm P.V.C. Reducer (Class-II)
3
2271
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)
2
3552
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)
10
6470
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)
28
18116
647
Supply of 315 mm dia P.V.C.Extra Coupler (Class-II)
5
5930
1186
Supply of 200 mm dia P.V.C.Extra Coupler (Class-II)
30
9030
301
Supply of 160 mm dia P.V.C.Extra Coupler (Class-II)
6
1308
218
Supply of 140 mm dia P.V.C.Extra Coupler (Class-II)
80
10400
130
Supply of Solvent Cement(Extra)
10
4250
425
Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED)
3
29850
9950
Supply of 150 mm dia Alfa Alfa type Valve (C type)
16
70960
4435
Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736
150 mm dia
6
49050
8175
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 315 & 150 mm dia 18 mm & 12 mm respectively wirh +3 mm of raised surface.
1
26843
26843
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 x 300 Expander (MS) with Both End ISI marked Flange welded
1
7415
7415
M.16x65 mm
50
8800
176
M 16x 50 mm
30
5280
176
Rubber Insertion (for raised surface of Flange as per IS-6392) 300 mm.dia( Table-11)
8
2312
289
150 mm.dia( Table -17)
40
6680
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
12.82
1529
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
1265.41
125288
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.
a) 315 mm dia
162
1833
11.32
b) 200 mm dia
510
5528
10.84
c) 140 mm dia
1704
17278
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)
1210.56
79909
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.
5.98
5691
951.83
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
44.53
15897
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
4.73
25190
5325.7
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
13.22
4415
334
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth
1.56
8255
5292
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In superstructure ground floor.
9.48
52272
5514
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
17.28
12476
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.
142.71
20550
144
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.
142.71
4852
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
3
164
54.69
b) 150 mm dia MS 90° Bend both end flanged welded.
6
486
81.09
c) 300 mm. dia. ERW pipe special bend, both ends flanged.
2
243
121.64
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
1
2263
2263.08
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.
16
1795
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-1.31 to 1.50 excluding item No-1.31, 1.32 & 1.36
1
7167
7167.8
Add GST @ 18 % on every Items from Item No.1.31 to 1.52
1
71653
71653.77
Add Cess @1% on every Items from Item No. No.1.31 to 1.53
1
4697
4697.3
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