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 Date31 Oct 2024
Closing Soon29 Nov 2024
Tender Amount₹ 29,33,364 
Notes
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Costs

Summary

Wbphed/ee/md/niet_40 Of 2024-2025,sl. No.10

Description

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BOQ Items

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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 approved putty etc. on the surface, if necessary :On steel or other metal surface.With other than hi-gloss of approved quality. Two coats (with any shade except white).

113.11

72

8143.92

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Derusting, brushing, cleaning, smoothening the inner surface of spirally welded M.S. pipes and specials by sand blasting to SA-I Swedish specification and immediately applying protection coating or Drinking Aluminum primer 2 coats. D.F.T. (40-50) microns each coat and drinkon black 2 coats (25-30) microns each coat of Shalimar paints Ltd. or equivalent by spray painting inner surface of pipe as per manufacture specification all complete with requisite supply of materials, labours, consumables including stacking of coated pipes according to E.I.C. a) 200 mm dia (ID) MS pipe

47.13

371

17485.23

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Making field joint to M.S. Pipes and specials of different dia laid in excavated trench by full penetration V-groove butt welding of joints with multiple run as per IS specifications with qualified welders using Electrodes of proper gauge made of Advani Oerlikon , D and HS or ESAB Conforming to IS 814 (Part I) . The welding qualification test is to be conducted by the Contractor at his own cost only picecs of pipe will be issued free of cost for weld test,with ultrasonic testing of welding joints.

8400

9

75600

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Gas cutting of different M.S Pipes and Specials to required length grinding and finishing (bevelling suitable for V-Groove butt welding) all complete including cost of hire and fuel charges of grinder, labour charges, consumables transportation as per specification and direction of EIC.

153

5

899.64

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Making flange Joints to CI/DI/MS specials and Valves etc. where necessary including supply of nuts and bolts (GKW or UNBARRAKO made), washer and rubber insertion of 3 mm thickness of ISI specification and approved make etc. all complete as per specification, direction and satisfaction of E.I.C. i) 200 mm inner dia MS Pipe

20

394

7880

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Brick work with 1st class brick work in cement mortar (6:1). a) In foundation and plinth

7.74

4872

37716.09

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Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm size) excluding shuttering and reinforcement if any ,in ground floor as per relevant IS codes,Pakur Variety.

1.5

4799

7198.95

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

0.19

86674

16034.84

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Construction of reception pit of 2.50 m length, 2.50 m width & 2.50 m depth from top of railway track/road with necessary excavation trenches, shoring by close plank walling, framing,UC/Jham ballah piling etc. bailing out water from pit as per design with all precaution and safety measures to prevent any soil collapse and safety of railway track/road (this item includes filling the pit to the original condition,disposing excavated extra earth to a lead of 75M from excavated pit).

1

30061

30061

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Laying CI/DI/MS pipes specials & valves in the trenches including lifting from the road side and carrying the same within a lead 75 mtr for lowering into trenches and placing laying carefully n proper alignment, gradient etc. by mobile crane and other necessary devices maintaining minimum cover of 1.0 mtr. below ground level etc. all complete as per specification & instruction of E.I.C. (i) 200 mm dia.

100

167

16700

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Supplying , fixing ,& installation Rubber pad in between cariers and cashing pipe.

16

1880

30080

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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.

20

119

2385.4

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Supply of MS flange including drilling hole machine etc. all complete as per IS specification and direction of EIC. The rate is inclusive of all taxes and other charges whatsoever. a) 200 mm dia. 10 mm thick

20

1200

24000

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Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid separately). a) 75mm. dia bamboo railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (i) Railing with 4 rows.

200

118

23600

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Making lighting arrangement for continuation of work during night including all charges.

70

182

12740

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Supplying fittings & fixing of different dia. CI bolted collar as per IS Specification. a) 200mm dia.

1

3764

3764.42

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Removal of Rubbish, Earth etc. from the working site and disposal of the same beyond the compound in confirming with the Municipal corporation Rules for such disposal, loding in to truck and cleaning the site in all respect as per direction of EIC.

20

166

3320

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Filling the pipe lines with water, testing hydraulically as per IS : 3114-1965 (Articles-6) in section of a length not exceeding 500 mtr. for head of pressure as per specification including supplying installing and fixing all equipment such as diesel generator/pump set, blank fange, pressure gauge with valves, pressure pump and all others tools and plants including drilling, tapping and pluging of necessary holes to pipes, blocking ends providing thrust blocks and subsequent blocking of holes and other jointing materials and dismanting and removal of the same including disposal of water etc. all complete as per specification and direction of E.I.C. The rate inclusive of cost of requisite water to be arranged by the contractor. 200mm dia pipe.

60

5

336.6

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

50

431

21565.5

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Supply and delivary at site of different dia MS (ERW) pipe (Fe410) of wall thickness 9.50 mm as per IS:3589-2001(SAIL/TATA/JINDAL make) including of loading carriage unloading & stacking properly at Departmental store/Work Site all inclusive of taxes and charges complete as per direction of EIC.(Third party inspection of pipes to be done crown by/EIL/Lloyds/SGS/Veritas Burean and testing certificats to be produced during delivery. i) 600 mm inner dia MS Pipe.

60

16187

971264.4

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ii) 200 mm inner dia MS Pipe

60

5564

333847.2

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Supply & delivery of follwing nominal sizes C.I. Specials as per I.S. 1538 (Part XXI) 1976 with latest amendment up to date including all taxes & other incedental charges what so ever, carriage, loading unloading & stacking as per direction of EIC.( as per site requirement) a) C.I. Flange Spigot Tailpiece, (b)All flange CIDF Tee, (c)Reducer (d) as per site requirement.

150

59

8928

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Add GST @ 18%

0.18

2461288

443031.98

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Add Cess @ 1%

0.01

2904320

29043.21



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