Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Eprocure
Opening Date8 Jul 2024
Closing Date26 Jul 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Supply of 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments

18

490

8820

... More
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

1482

8892

... More
200 x 200 x 140 Tee as per IS:10124 with latest amendments

2

1590

3180

... More
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

712

10680

... More
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

4594

9188

... More
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

670

12730

... More
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

328

5248

... More
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

994

5964

... More
Supply of 200 X 160 mm P.V.C. Reducer (Class-II)

3

757

2271

... More
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

1776

3552

... More
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

647

6470

... More
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

647

18116

... More
Supply of 315 mm dia P.V.C.Extra Coupler (Class-II)

5

1186

5930

... More
Supply of 200 mm dia P.V.C.Extra Coupler (Class-II)

30

301

9030

... More
Supply of 160 mm dia P.V.C.Extra Coupler (Class-II)

6

218

1308

... More
Supply of 140 mm dia P.V.C.Extra Coupler (Class-II)

80

130

10400

... More
Supply of Solvent Cement(Extra)

10

425

4250

... More
Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED)

3

9950

29850

... More
Supply of 150 mm dia Alfa Alfa type Valve (C type)

16

4435

70960

... More
Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736 150 mm dia

6

8175

49050

... More
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

... More
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

17800

35600

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150 x 300 Expander (MS) with Both End ISI marked Flange welded

1

7415

7415

... More
M.16x65 mm

50

176

8800

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M 16x 50 mm

30

176

5280

... More
Rubber Insertion (for raised surface of Flange as per IS-6392) 300 mm.dia( Table-11)

8

289

2312

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150 mm.dia( Table -17)

40

167

6680

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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

119

1529.04

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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

99

125288.24

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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

11

1833.84

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b) 200 mm dia

510

10

5528.4

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c) 140 mm dia

1704

10

17278.56

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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

66

79909.07

... More
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

951

5691.94

... More
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

44.53

357

15897.21

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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

5325

25190.56

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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

334

4415.48

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Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth

1.56

5292

8255.52

... More
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In superstructure ground floor.

9.48

5514

52272.72

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

17.28

722

12476.16

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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

144

20550.24

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Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.

142.71

34

4852.14

... More
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

54

164.07

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b) 150 mm dia MS 90° Bend both end flanged welded.

6

81

486.54

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c) 300 mm. dia. ERW pipe special bend, both ends flanged.

2

121

243.28

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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

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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

112

1795.36

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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

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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

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Add GST @ 18 % on every Items from Item No.1.31 to 1.52

1

71653

71653.77

... More
Add Cess @1% on every Items from Item No. No.1.31 to 1.53

1

4697

4697.3



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