Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Jan 2025
Closing Date17 Feb 2025
Tender Amount₹ 46,79,706 
Notes
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Costs

Summary

Wrdd/ee(am)/ber-ii/cs /enit-11/2024-25

Description

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BOQ Items

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Earthwork in filling in trenches after laying pipelines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers 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).

2223.66

66

146783.8

... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

9.95

77

771.52

... More
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) (b) Do by fine sand

3.67

599

2200.57

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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 pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.

-

-

-

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i) 315 mm.OD.

502

11

5682.64

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ii)200 mm OD

1120

10

12140.8

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ii) 140 mm. OD.

2730

10

27682.2

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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

58.91

326

19204.66

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Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm. normal size) excluding shuttering and reinforcement, if any, in ground floor. as per relevent IS Code. a) Pakur Variety i)For foundation Blocks of Quadrupped & ii) For spout chambers

8.33

5607

46708.64

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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 relevent IS codes. (i) Pakur Variety

1.58

6153

9723.21

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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. 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) (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.

27.88

330

9200.4

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel I. SAIL/ TATA/RINL

0.06

59097

3504.47

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation & plinth

14.14

4928

69681.92

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

22.8

677

15435.6

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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]

-

-

-

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(ii) with (1:6) cement mortar, (b) 15 mm. thick plaster

175.55

142

24928.1

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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.

175.55

34

5968.7

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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.

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-

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(i)(a) 150 mm. dia. ERW pipe.

12

134

1618.08

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(xxviii)(a) 150 mm. dia. C.I Sluice valve

12

54

656.28

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Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for Major RLI Scheme.(Rate inclusive of transportation from departmental store to work site).

1

29920

29920.75

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Labour charges for fitting, fixing150 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.

19

112

2131.99

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Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP(flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to work site).

6

108

650.64

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Carriage of Departmental materials from the Deparmental Store to the work site and return back the damaged/replaced and unused materials to store including loading & unloading complete at both sides by TempoNan Rikshaw/Mini Truck etc. upto 25 Km distance in one way. i) For Delivery pipe, Surge Tank, Bend, Valve etc

1

905

905.23

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Placing and positioning the centrifugal pump motor set on the pump base/pump house floor, aligning properly with necessary packing and fixing the set holding down nuts and washer including cutting holes of requisite size in the floor/ base, grouting the bolts and mending good all damages complete as per direction of Engineer-in-charge. iii) For 20/25 HP Capacity

1

644

644.98

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b) 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 Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. iii) For Major R.L.I.

1

4987

4987.26

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Considering extra rates for carriage of material @ 4% allowed for all items except Item no. 1, 2, 3, 4 & 23

0.04

288589

11543.6

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Considering GST @18% admissible against items taken from current PWD & WRDD schedule on item nos :1-24 (payable on actual measurement of works & abstruct of cost & as per Government rule at the time of payment)

0.18

686158

123508.49

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Add Cess @ 1% on sl no 1 to 25 of total

0.01

809666

8096.67

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PROCUREMENT OF MATERIALS OF MAJOR RLI SCHEME

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-

-

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315 mm dia P.V.C pipe class-I ( with a loose matching coupler) marking IS No. 4985/1988 with latest amendments with free solvent cement.

498

1529

761442

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200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

1110

605

671550

... More
140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.

2700

293

791100

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140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

24

490

11760

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200X200X200 mm dia P.V.C. Equal Tee with free solvent cement.

8

1482

11856

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140X140X140 mm dia P.V.C. Equal Tee with free solvent cement.

20

712

14240

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315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.

2

4594

9188

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200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.

6

1326

7956

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140 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..

19

462

8778

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200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement.

10

994

9940

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140 mm. dia 900 (IS. No. 10124/ 88 Part- 8 with latest amendment) bend

19

647

12293

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Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.

6

1186

7116

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Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.

15

301

4515

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Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.

40

130

5200

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Extra Solvent cement I.S. 14182-1994 with latest amendments

10

425

4250

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150 mm dia P.V.C.Flexible Hose

20

1503

30060

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B. M.S / G.I. ACCESSORIES

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-

-

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M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set)

1

875000

875000

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G.I Pipe, IS:1239(part-I), Galv- IS4736 150 MM dia. With flange

12

3800

45600

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150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve

12

9950

119400

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300mm dia /150 mm dia dia M.S.reducer both end flanges welded, 200mm long.Flanges as per I.S.6392/71,Table-17, 12 mm thick.

2

6416

12832

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C.I. Foot valve ( 150 mm. dia) heavy duty flange type W/t. 28 Kg + 5% IS: 4038/1986 with latest amendment ISI marked (FlangeType).

1

4935

4935

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150 mm CI Non Return Valve, Flanged end & Swing type with side By-pass arrangement as per IS: 5312 (Part 1)/ 2004 with latest amendment, duly ISI Marked, weight 40 kg

2

10100

20200

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150 mm dia CI Alfa-Alfa Valve as per specification (IS)

19

4435

84265

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150 mm. dia 900 M.S bend (with priming arrangement) ISI mark

1

8393

8393

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150 mm. dia 900 M.S bend both end flanged as per IS specification.

2

8175

16350

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M.S. Hose Clamp 150 mm dia

12

109

1308

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Nipple one end fluted & other end threaded, 150mm dia.

3

1375

4125

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150x150x150 mm ERW tee. All end flanged welded made from 150 mm N.B 4.8 mm thick MS ERW pipe of IS 1239 (part-1) and flanges are 12 mm thick of IS 6392/71 table-17

1

2535

2535

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Foundation Bolt (M.S/GI )

-

-

-

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Foundation Bolt, For Quadrupped Sets

44

230

10120

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Nuts & Bolts (G.I)

-

-

-

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M 20x80 mm.

130

181

23530

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M 20x100 mm.

50

181

9050

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M.16x65 mm

10

181

1810

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M 16x80 mm

10

181

1810

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M 16x 50 mm

10

181

1810

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Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5)

6

1500

9000

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Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment .

-

-

-

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300 mm dia( Table-11)

4

297

1188

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300 mm dia( Table-5)

6

288

1728

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200mm.dia( Table-11)

6

180

1080

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200mm.dia( Table-5)

12

180

2160

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150mm.dia( Table -17)

80

171

13680

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150mm.dia( Table -5)

14

171

2394

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80 mm.dia(Table-17)

2

59

118

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ELECTRO MOTOR PUMP SET AND OTHER ELECTRICAL ACCESSORIES

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-

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Supply and delivery of Electro Motor Pump set of 20 HP, 18 mtr Head, 200 cum/hr discharge. The Motor shall be designed for operation at 415V(±6%),3 Phase, 50 c/s (±3%) , A.C. Supply,1450 r.p.m. The Motor shall be TEFC ISI marked as per IS 12615/2011 with latest amendments thereof. The Pump of size 150× 150 mm.) shall be Horizontal,single stage, split casing, duly ISI marked as per IS-6595/1993 with latest amendments hereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S. Base frame

1

176900

176900

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20HP 3 phase electromagnetic Star-Delta motor controller with 4 pole heavy duty power contactor ,single phasing preventer and normal protective features ,MCB,indicators,push button,Ammeter,Voltmeter,all in IP54 enclosure of min 16swg C R sheet steel ,10 tank process powder coat painted and as per technical specification.

1

24700

24700

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Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 13947 (Part-3) /1993 for200 Amp TPN

1

16260

16260

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Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 13947 (Part-3) /1993 for 63 Amp TPN

1

8418

8418



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