Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Eprocure
Opening Date1 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 19,90,772 
Notes
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Costs

Summary

Wridd/ Ee (a-i) /malda/ Enit- 11/2024-25 (sl. 01 To 06)

Description

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BOQ Items

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200 mm dia PVC TEE class I as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-5/a]

10

14820

1482

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140 mm dia PVC TEE class-I, as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-5/b]

10

7120

712

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200 x 140 mm dia PVC reducer as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/a]

10

9940

994

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160 x 140 mm dia PVC reducer as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/c]

15

4920

328

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200 X 160 MM PVC REDUCERas per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-4/b]

3

2271

757

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200 mm dia 90 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3c).

2

3552

1776

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140 mm dia 90 degre bend as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-3/e]

15

9705

647

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200 mm dia 60 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3b).

2

3552

1776

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140 mm dia 60 degre bend. (SOR WRDD ch1 3.00 Rates of materials for programme 2022-2023 P-1, Item No- 3b).

4

2588

647

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90 degree G.I Bend (both end flanged) -ISI marked-IS 1239, Galv- IS4736. a) 150 mm dia. (SOR WRDD ch)13.00 Rates of Materials for the Program 2021-2022 Item No-15a Page- 3)

2

16350

8175

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160 mm dia FTP as per IS 10124 [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-2/c]

15

10050

670

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150 mm dia MS Plate Flange (Approved rate by SE (A-I) dated 14.05.2020).

15

14610

974

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SOLVENT CEMENT [SOR WRDD ch13.00 Rates of materials for programme 2022-2023 Item No-8]

20

8500

425

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C.I. Sluice Valve with hand wheel, 151marked, 15:14846. ) 150 rnrn dia. (SOR WRDD ch)13.00 Rates of Materials for the Program 2021-2022 Item No-18a) Page- 3)

4

39800

9950

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Alfa Alfa Valve ( nipple type) with Hand wheel 01 no for 4 nos of valve 150 mm dia ( Type C) SOR WRDD ch13.00 Rates of materials for programme 2021-22 Item No-18a, page 4

12

53220

4435

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150 mm dia Galv. MS Flanged Pipe ISI marked IS: 1239 (both end flanged). (SOR WRDD ch13.00 Rates of materials for programme 2021-22 Item No-13a, page 3)

9

34200

3800

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Surge Tank. ( Department supply )

1

-

-

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150mm dia MS Special Bend. ( Department supply )

3

-

-

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CONSTRUCTION OF LAYING OF UPVC PIPE LINE: Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete. [WRDD/P-14 of 60/item no. 1] i) For spout Chambers

17.59

1741

99.01

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ii) For Pipe Trenches

1247.4

123505

99.01

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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 pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. [WRDD/P-14 of 60/item no. 1(a)] ii) 200 mm.dia

810

8780

10.84

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iii)140 mm. dia

1500

15210

10.14

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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [P.W.D schedule page No. 2 & item No.4[b].

16.82

11972

71181

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Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [PWD Page 14, Item No-1 & 3rd Corri Page 1 item no 1] ii) For spout Chamber

114.38

36828

322

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Ordinary Cement concrete (mixed 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any , in ground floor as per relevent IS Codes. [Page- 26 , Item-10(i), of PWD SOR VOL-I & Page 12 Sl. No. 33 of 3rd Corrigenda.] b) Pakur Variety. [ Analysed Rate] ii) For spout chambers

11.2

65025

5805.89

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Brick work with first class in cement mortar (1 : 6) (b) In Superstructure , ground floor. [PWD Schedule. [Page No -15 , Item No- 8(b) & Page 1 of 96, Sl. No. 4 of 3rd Corrigenda.]

12.66

64513

5095.88

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Plaster (to wall, floor ceiling etc) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints e including throating, nosing and drip course, scalfolding/staging where as necessary at ground floor(excluding cost of chiping over concrete surface) (a) with (1:6) cement mortar C) 15 mm. thick plaster

149.53

20856

139.48

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

149.53

4892

32.72

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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 trenches 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.)

1190.93

78612

66.01

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Labour charges for fitting and fixing and laying,where necessary of following MS/ GI/ ERW pipes and accessaries ( all materials including pipes to be supplied departmentally of 150 mm. Dia G.I pipe both ends flanged) including transportation of the same cutting, threading, jointing etc. and making leak proof threaded/flange joints at site, by using socket/ rubber insertion, nuts and bolts etc mainting proper alignment and level all complete as per direction of EIC. 1(a) 150mm dia ERW/MS pipe for delivery .

9

492

54.69

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xxviii) 150 mm dia C.I. Sluice Valve

4

218

54.69

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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.

12

1346

112.21

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Labour charges for fitting. fixing M.S. special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tail-piece and special bend with rubber insertion, nuts and bolts complete.

3

336

112.21

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Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entire pipe line net work for atleast4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer -In -Charge. ii) For HDTW

1

5610

5610.55

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Unloading from truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres

2310

1895

82.04

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Loading to truck P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg/cm2 capacity and average length of 6 metre kept in telescopic arrangement and stacking in godown/site as per direction including carriage by headload within lead of 50 metres

2310

2352

101.84

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Carriage of P.V.C. pipes of 300-200-160-140-110 mm dia 2 to 4 kg 1 ern' capacity and average length of 6 metre kept in telescopic arrangement over Pucca I Kancha road for everv 100 m of such Dice uoto 100 kilometre Distance 5 Km

2310

952

8.25

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Add GST @ 18% ON Pipe Lines. (Sl No- 22 to 40)

1

80126

80126.18

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Add Cess @ CESS 1% (Sl No- 22 to 41)

1

5252

5252.72



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