Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 9,97,314 
Notes
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Costs

Summary

Laying Of 300mm D.i. Pipe Including Supplying, Fitting And Fixing Of Vertical Wet Type Submersible Pump(10hp) And Valves, Construction Of Rcc Valve Chamber And Other Ancillary Work For Taking Out Sludge Water From Sludge Sump (wtp Ph-1) To Sludge

Description

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BOQ Items

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Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)

140

118

16520

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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per directionof the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m.

30

386

11580

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(b) For additional depth beyond 1.5 m. and upto 3.00m

30

439

13170

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Supplying of rubber gasket made of S.B.R. conforming to IS specifications & bearing ISI mark. Rate inclusive of all taxes and charges including delivery at site, all complete. NB: Payment on this item will be made only on executed quantities of rubber gasket in the pipeline works. No advance payment on mere supply of rubber gasket will be entertained under any circumstances. i) 300 mm dia

29

27

783

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Supply of D.I. ( K-7 & K-9) specials (80mm dia to 1200mm dia) for PHE Services for Mechanical Joints / Tyton joint as per relevent current IS Code with rubber gusket and nut bolts comp. as per instruction of EIC. NB:- Payement on this item will be made after installation,fitting, fixing as per actual execution of specials in the pipe line works. No advance payment on supply will be entertained under any circumstances. D.I./M.J. Flange Spigot Tailpiece :- i) 300 mm dia

3

3290

9870

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D.I./M.J. Flange Socket Tailpiece :- i) 300 mm dia

3

4100

12300

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Split collar i) 250 mm dia

2

1300

2600

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ii) 300 mm dia

4

1690

6760

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All socket tee i) 300x300x300

1

9210

9210

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ii) 250x250x300

1

1500

1500

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90 degree bend i) 300 mm dia.

3

7124

21372

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Leak Repair Clamp i) 250mm dia

2

2948

5896

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ii) 300mm dia

2

3499

6998

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Reducer 250x300

1

5340

5340

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CI/ DF Fittings in KG i) 80mm to 300mm dia

100

54

5490

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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 ofGunmetal 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 i) 300 mm dia.

2

29000

58000

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Bailing out water by pump including all leads lifts and including making all arrangements for disposal where continuous flow or seepage of water is encountered an rating of pumps and hours of operation is specifically ascertained as per direction of Engineer-in-Charge.

1220

13

16836

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Hire charges of JCB for shifting of earth.

42

1000

42000

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Extra Plumber in case of specials repair, dismanteling of flange joint etc. as for direction of E.I.C.

85

358

30481

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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 RCC cover slab withn ecessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] i) 300 mm dia.

2

19964

39928

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Supply and delivery of clear water vertical wet type submersible pump suitable for bore well conforming to IS : 8034 ( and as amended thereaiter ) with standard MOC for portable clear cold water and BEE 3 star Rated capable of dischargirg noted M3/hr against head of water column. The pump shall be directly coupled with a.continuous rated 2-pole suitable wet type vertical squirel cage induction motor conforming to IS : 9283 (and as amended thereafter), suitable for operation in AC Three phases 415 V, 50HZ (category B Motor) 10HP (Min. borewell dia 150mm)

1

85727

85727

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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 1,500 mm.

234

11927

27909.18

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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)

55

93621

51491.55

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Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.

450

159

71550

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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.

345

361

124545

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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 Variety.

3.5

5572

19503.75

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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

3

5682

17046

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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, caffolding/staging where necessary(Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (a) 15 mm thick plaster

15

167

2505

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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

15

34

510

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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, basement and upto roof of ground floor/upto 4 m I. SAIL/ TATA/RINL

0.25

55009

13752.25

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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) (b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m.

48

13718

6584.64

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Supplying and laying in the specified pattern of Interlocking Concrete Block pavements (ICBP) with concrete blockk (with concrete grade as specified as per Table 1 of IS 15658: 2006) manufactured from BIS licensed manufacturer, with spacer nib spacer nib (Small protruding profile on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blockks, as per Cl. No. 3.26 of IS: 15658 ) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as percl. no. 3.3 of IS: 15658 as per Table 2 of IS: 15658 with flexural strength/breaking load as per Annexure G of IS: 15658 on the preparation base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grouding of the bedding sand as per clause 6.5.1 of IRC SP-63) and fitting up the gap in between paver block with jointing filling sand (the grading of the joint filling sand will be as per cl6.5.2 of IRC SP-63) and compacting the edges with cut blocks as per cl. no. 8.7 of IRC SP-63(2018) with proper confirement of bedding and joint filling sand, compaction, Leveling and filling up of the edge gap. 65 mm thick. i) coloured Decorative

25

1153

28825

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

5

166

830

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Any other necessary items as per prevailing current P.W.D. & P.H.E. approved Schedule of rates of Kolkata/24Pgs.(N&S)/New Town W/S. Circle/ & latest modified corrigendum.

1

20000

20000

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Add GST @ 18 %

1

150626

150626.41

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Add Cess @ 1%

1

9874

9874.4



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