Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date6 Feb 2025
Closing Date28 Feb 2025
Tender Amount₹ 60,87,087 
Notes
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Costs

Summary

Construction Of 3 (three) Nos. Pipe Carrying Structures Including Laying Of Distribution Pipeline Over The Canals At Julpia Jorapole More And Panarala More In Connection With The Laying Of Distribution Pipeline Within Providing 100 Functional Househ

Description

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BOQ Items

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DO_NOT_SHOW

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Supplying & fabricating of 219.1 mm dia (OD) 10mm thick M.S. Pipe as per specification and direction of E.I.C.

50

9873

493650.5

... More
Supplying & fabricating of 168.3 mm dia (OD) 10mm thick M.S. Pipe as per specification and direction of E.I.C.

165

6342

1046448.15

... More
Supplying & fabricating of MS Machine End as per specification and direction of EIC

-

-

-

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a) 150 mm dia - 10 mm thick in MS end & 16 mm in DI end

8

7047

56376.4

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b) 200 mm dia - 10 mm thick in MS end & 16 mm in DI end

4

8613

34455

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Hire charges of movable crane (capacity 10MT) including operator,helper,fuel,lubricants etc. for loading / unloading / placing of various materials/accessories of water supply works as per direction of E.I.C. (For 8hrs of working per day)

5

9600

48000

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Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / butment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction.

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-

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i) With Eucalyptus bullah Pile: (Height of deck above bed level upto 2.25m)

60

5170

310200

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Cost of boring using drilling mud to stabilized the bore and flushing the bore of excess mud with fresh drilling fluid for the portion of the pile above cutoff level and up to the level of island for providing RCC cast in situ bored pile in position including the cost of mobilization and hire charges of all equipment necessary for boring.

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-

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Using tripod, winches and other accessories including shifting of all machinery from one bore location to another and removal of excavated earth with all lifts and lead upto 150 m.

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-

-

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i) 750 mm. diameter pile.

32

1080

34560

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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

30

871

26130

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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) 200 mm dia.

4

1732

6928

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ii) 150 mm dia.

8

1039

8312

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iii) 100 mm dia.

6

635

3810

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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.)

30

182

5460

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Making barricading for protecting the trench to avoid any accident including making arrangement of road light during the night

8

962

7696

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

31500

9

283500

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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.

11400

8

91200

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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.

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-

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I) For built up sections / structural members of specified sections weighing not less than 22.5 Kg./m

5.9

75266

444069.4

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Priming one coat on steel or other metal surface with synthetic enamel /oil bound primer of approved quality including smoothening surfaces by sand papering etc.

120

29

3480

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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of a approved putty etc. on the surface, if necessary.

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-

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(a) On steel or other metal surface : With other than hi-gloss of approved quality- (i) Two coats (with any shade except white)

120

72

8640

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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]

300

1099

329700

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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.

20

119

2385.4

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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

15

77

1163.1

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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.

30

361

10830

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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)

15

936

14043.15

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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.

6

5360

32162.52

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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 OTHER MANUFACTURERS NOT SPECIFIED

0.6

83617

50170.71

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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.

13

5856

76138.27

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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) 200mm dia.

4

237

948

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ii) 150mm dia.

8

220

1760

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iii) 100mm dia.

6

182

1092

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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 equipments tools 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

8

38

304

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b) 200 mm dia

4

51

204

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Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia. wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.

395

-

150.1

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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 thick wooden shuttering as per decision & direction of Engineer-In-Charge

25

335

8375

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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

6

939

5634

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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).

30

2037

61127.4

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Ductile Iron Single Chamber type air release valve having small office elastic ball resting on gun metal orifice nipple large orifice case ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheret gearing inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM²

-

-

-

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100 mm dia

6

29026

174156

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Labour for boring (horizontally) through any kind / type of soil for road crossing of laying distribution system including hire charges and labour for supplying of suitable diameter crossing up to full width of road with necessary tools, tackles including necessary arrangement for boring and pushing required including fitting, fixing, jointing, pumping out accumulated water, lighting arrangement, sealing of two casing ends by B//W (1:4) etc. complete as per direction of ElC.

-

-

-

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a) 100 mm dia

14

358

5012

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b) 150 mm dia

14

536

7504

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c) 200 mm dia

14

715

10010

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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).

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-

-

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A) For CI/DI pipe

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-

-

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i) 200mm dia.

50

5

280.5

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ii) 150mm dia.

165

4

693

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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).

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-

-

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A) For CI/DI pipe

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-

-

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i) 200mm dia.

50

2

119

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ii) 150mm dia.

165

1

254.1

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Add GST @ 18% on all item (except item No.- 1 to 7 & 35)

1

362697

362697.42

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Add CESS @ 1% on all items including GST (except item No.- 1 to 7 & 35)

1

23776

23776.83



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