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
₹ 54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Special Renovation Of Bhabanipur-i
Description
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Contact
Tender Id
2024_WRDD_705450_3Bid Award Id
ViewTender No
WBWRDD/EEAM/CNS/CS /eNIT-04 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 315 mm 315 mm 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)
5
31500
6300
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)
8
11856
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)
8
5696
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)
3
13782
4594
Supply of 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
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)
14
9380
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)
14
4592
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)
14
13916
994
Supply of 200 X 160 mm P.V.C. Reducer (Class-II)
4
3028
757
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)
2
1294
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)
13
8411
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)
4
1320
330
Supply of 315 mm dia P.V.C.Extra Coupler (Class-II)
8
9488
1186
Supply of 200 mm dia P.V.C.Extra Coupler (Class-II)
25
7525
301
Supply of 140 mm dia P.V.C.Extra Coupler (Class-II)
40
5200
130
Supply of Solvent Cement(Exra)
7
2975
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) (ISI MARKED)
14
62090
4435
Supply of MS Shore Menifold as per drawing with painting made of 350 mm dia MS ERW pipe 1.5 mtr long having 3 nos of 150 mm dia inlet and 3 nos of 150 mm dia outlets. All end flanged weld MS ERW pipe confirming to to IS 1239 (Part-I)/3589, Medium and MS pipe confirming to IS 6392/ 71 (Table 17) excepting thickness
1
26843
26843
Supply of 300 mm dia Z bend avg length 2 mtr both end ISI marked flanged of size 300 mm NB 5.40 thick MS ERW pipe and 300 mm dia MS Plate flange 12 mm thick with 12 nos drilled hole equally space fitting and fixing by running welding with painting complete
2
35600
17800
Supply of Galv. MS Flanged Pipe ISI marked- IS: 1239, Galv- IS4736 150mm.dia (4.8mm) (ISI MARKED)
48
182400
3800
Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736
150 mm dia bend
4
32700
8175
Supply of Nuts & Bolts M 16x80 mm
25
4400
176
M 16x 50 mm
25
4400
176
Supply of 150 mm PVC Flexible Hose pipe, ISI Marked IS 15265
40
60120
1503
Rubber Insertion (for raised surface of Flange as per IS-6392) 150 mm.dia( Table-17)
100
16700
167
300 mm.dia( Table -11)
5
1445
289
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
13.06
1557
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
1596
158020
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) 200 mm dia
804
8715
10.84
c) 140 mm dia
996
10099
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)
1517.18
100149
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.
5.02
4778
951.83
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
38.96
13908
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
3.53
18947
5367.5
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 vareity
1.84
10892
5919.69
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
11.56
3861
334
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth
1.59
8414
5292
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In superstructure ground floor.
8.32
45876
5514
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
15.12
10916
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.
124.86
17979
144
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.
124.86
4245
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
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.
48
6472
134.84
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) 300 mm dia ERW pipe Special bend both end 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. 90 Degree bend both end flanged weld
4
324
81.09
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
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.
14
1570
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.
1
6934
6934.01
Add GST @ 18 % on every Items from Item No. 2.01 to 2.24
1
80099
80099.75
Add Cess @1% on every Items from Item No. 2.01 to 2.25
1
5250
5250.98
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