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 Date6 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 18,35,856 
Notes
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Costs

Summary

Interconnection Between The New Distribution Pipeline And The Outlet Of The Existing Ohr As Well As Making A By-pass Arrangement In The Premises Of Head Work Site For Augmentation Of Laying Distribution System To Extend The Benefit Of 100 Household

Description

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BOQ Items

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DO_NOT_SHOW

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a) 300 mm dia

1

11873

11873.2

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Supply of DI Specials

-

-

-

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a) FLANGED SPIGOT 300 PN-10

1

7968

7968

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b) MECHANICAL COLLAR 300

1

9486

9486

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c) MECHANICAL FLANGE ADAPTOR 300 MM

2

5313

10626

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d) MECHANICAL FLANGE ADAPTOR 200 MM

4

3606

14424

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e) MECHANICAL FLANGE ADAPTOR 100 MM

4

1803

7212

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Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevant IS specification (heavy quality) having wall thickness not less than 5mm.[N.B. The rates for supply of TATA make pipe will be arrived at by adding 20% of the corresponding rates] a) 100mm dia

40

871

34840

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Supply of MS flange (Slipper type) as per IS 6392 TABLE-17 Thickness : 20 mm - 22 mm

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-

-

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i) 300 mm dia.

5

3463

17315

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ii) 200 mm dia.

6

1732

10392

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iii) 100 mm dia.

5

635

3175

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Welding in M.S. structural work with gas or electric:

21300

9

191700

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(a) Continuous weld.

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-

-

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Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.

5415

8

43320

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Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200mrn dia all complete as per direction of EIC. (This item will be executed after the permission of E.l.C.)

10

931

9310

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Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.)

10

182

1820

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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. a) 100 mm dia.

4

6138

24552

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b) 200 mm dia.

1

16632

16632

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c) 300 mm dia.

1

29700

29700

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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 with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] a) 80 mm to 150 mm dia pipe

4

12649

50596

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b) 200 mm dia pipe

1

16045

16045

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c) 250 mm to 350mm dia pipe

1

19964

19964

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Sand blasting to Mild Steel surface with coarse sand followed by immediate application of two coats of Zinc Rich Epoxy Primer of approved make and brand and subsequent painting two coats with Coal Tar Epoxy-of approved make and brand including cost of materials labours, machinery, fuel and power including carriage of the steel materials at site complete [Brand of primer and paint shall be approved by the Engineer-in-Charge]

90

1099

98910

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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.

90

119

10734.3

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(a) Depth of excavation not exceeding 1,500 mm.

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-

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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) (a) With earth obtained from excavation of foundation

75

77

5815.5

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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.

20

361

7220

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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)

17

936

15915.57

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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. (Carriage distance- 25Km from New Alipore Stack yard)

4

5445

21781.36

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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 JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL

0.1

83633

8363.32

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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 relevant IS codes.

2

5939

11879.56

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i) Pakur Variety

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-

-

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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 rate).

-

-

-

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i) 300mm dia.

9

351

3159

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ii) 200mm dia.

12

237

2844

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iii) 100mm dia.

17

182

3094

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Hire and labour charges for shuttering 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, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm shuttering without staging in foundation.

12

209

2508

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.

-

-

-

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(a) In ground floor including roof. (a) upto 150 mm. thick

3

939

2817

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Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC.

5

1023

5115

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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).

10

2037

20375.8

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Add GST @ 18% on all item

1

124180

124180.81

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Add CESS @ 1% on all items including GST

1

8140

8140.74



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