Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 11,58,743 
Notes
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Costs

Summary

Wbphed/ee/md/niet_49 Of 2024-2025, Sl. No. 08

Description

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BOQ Items

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Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.

-

-

-

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a) 150mm.dia.to 200 mm.dia pipe

173

141

24393

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Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.

-

-

-

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a) 150 mm dia

320

108

34560

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b) 200 mm dia

26

113

2938

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Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). A) For CI/DI pipe

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-

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a) 150 mm dia

1600

4

6720

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b) 200 mm dia

130

5

729.3

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Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). A) For CI/DI pipe

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-

-

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a) 150 mm dia

1600

1

2464

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b) 200 mm dia

130

2

309.4

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Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)

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-

-

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a) 150 mm dia D.I, K-9

465

38

17670

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Supply and delivery of different dia. D I specials including loading unloading and carriage inclusive of taxes and all charges whatsoever

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-

-

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For150 mm dia

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-

-

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a) FLANGE SPIGOT 150

5

3044

15224.6

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b) FLANGE SOCKET 150

5

2946

14733.05

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c) Mechanical Collar 150

5

3806

19033.9

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e) All Flange Tee 150X150X150

2

5296

10593.22

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f) Double Flanged Bend 150X 900

3

3161

9485.58

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g) Double Flanged Bend 150X 450

3

3094

9284.76

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h) Double Flanged Bend 150X 22.50

3

2631

7894.08

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i) Double Flanged Bend 150X 11.250

3

2681

8044.08

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j) Double Flanged Short Piece 150X1.0 M

4

6393

25572.88

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For 200 mm dia

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-

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a) FLANGE SPIGOT 200

2

3706

7413.56

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b) FLANGE SOCKET 200

2

3310

6620.34

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c) Mechanical Collar 200

2

5130

10261.02

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d) Double Flanged Reducer 200X150

1

3659

3659.32

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e) DIDF Short Piece 200X1 mtr long

1

8058

8058.47

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f) All Flange Tee 200X200X150

1

7488

7488.98

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f) All Flange Tee 200X200X200

1

7596

7596.61

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g) Double Flanged Bend 200X11.250

1

4170

4170.34

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h)Double Flanged Bend 200X22.50

1

3806

3806.78

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i)Double Flanged Bend 200X450

1

4485

4485.59

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j)Double Flanged Bend 200X900

1

5277

5277.12

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Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.

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a) 150 mm dia

6

9174

55044

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b) 200 mm dia

1

16632

16632

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Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials. (a) with 100mm thick RCC cover slab for village road where light traffic run.

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-

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a) 80 mm to 150 mm dia pipe

6

11990

71940

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b) 200 mm dia pipe

1

15194

15194

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Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make).

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a) 150 mm dia

92

220

20240

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Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC: Above 10 Km upto 20 Km

13

2057

26741

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Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete. (a) Depth of excavation not exceeding 1500 mm.

5.4

119

644.06

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

2.4

431

1035.14

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Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors). 25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.

144

328

47232

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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 intersection, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL.

1.02

86674

87974.93

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Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, : Pakur Variety. (Rate Analysis)

47.93

5479

262652.09

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Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick. a) upto 150mm thickness.

29.19

939

27409.41

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b) above 150mm thickness.

9.73

1417

13787.41

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Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work): With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.

77.85

379

29568.99

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Add Includng GST @18%

972263.01

-

175007.34

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Add Includng CESS @1%

1147270.35

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11472.7



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