Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date24 May 2018
Closing Date20 Jun 2018
Tender Amount₹ 80,95,644 
Notes
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Costs

Description

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BOQ Items

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Reaming of pilot hole to an enlarged bore hole in any soil strata by drilling rig, disposal of excess soil or mud including the cost for bentonite, water etc. as required to maintain the bore hole properly as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge A.With contractors High power rig

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A).Upto 250 mtr. i).From 320 mm dia. pilot hole to 550 mm bore hole.

228.65

326764

1429.1

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ii). From 320 mm dia. pilot hole to 460 mm bore hole.

1021.35

1031768

1010.2

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B).Beyond 250 mtr. i). From 320 mm dia. pilot hole to 460 mm bore hole.

625

982875

1572.6

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Washing of enlarged bore hole of 550 x 460mm dia. In any soil strata by drilling rig disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the bore hole properly including lifting of drill pipes as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge A.With contractors High power rig

1875

220688

117.7

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Lowering of ERW pipes including painting with anticorrosive bitumastic paints, fixing of MS ring, welding of all joints etc. complete after washing of the bore hole as per specification (IS : 2800( part-I) & direction of the Engineer-in-charge (ERW pipes will be supplied free of cost from the department store yard) A.With contractors High power rig

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a) 300mm dia. ERW Housing Pipe

213.45

126939

594.7

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b)200 mm dia. ERW Blind Pipe

1402.45

671213

478.6

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c) 200 mm dia. ERW slotted Pipe

213.45

103096

483

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Providing and fixing of bail plug (made with 8 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS: 2800(part-I) and direction of the Engineer-in-charge i) For 200 mm dia. ERW pipes

5

5354

1070.7

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Providing and fixing of reducing socket (made with 8mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge. A.With contractors High power rig i) 300mm x 200 mm dia

5

25515

5102.9

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Shrouding of the deep tube well assembly with washed Pea-gravels (2.00 – 4.75 mm effective size) as per specification (IS : 4097) & direction of the Engineer-in-charge (Pea-gravels will be supplied free of cost from the department store yard in which the Pea-gravels are available). A.With contractors High power rig

264.05

503755

1907.8

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Providing and fixing of housing clamp (made with 12 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge. I).300 mm.

5

11794

2358.7

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Washing and development of Tube Well by using Air Compressor and testing of the well as per specification (IS: 11189) & direction of the Engineer-in-charge. A.With contractors Air compressor i) Using Air Compressor of 1100 CFM output.

5

401249

80249.7

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Providing and fixing of Well Cap (made with 8 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge. i) For 300 mm dia. ERW pipes

5

11250

2249.9

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Loading, unloading and haulage etc. complete of different diameter Hume pipes as per specification (IS: 2800(part-I) and direction of the Engineer-in-charge.

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i) Loading of steel pipes by manual means including a lead up to 30m a)300mm dia ERW Housing pipe (213.45m x 0.0736ton/m b)200mm dia ERW Blind pipe(1402.45m x 0.0365ton/m c)200mm dia ERW Slotted pipe (213.45 x 0.0365ton/m Total = 74.69 ton

74.69

11308

151.4

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ii) Un-loading of steel pipes by manual means including a lead up to 50m. a)300mm dia ERW Housing pipe (213.45m x 0.0736ton/m b)200mm dia ERW Blind pipe(1402.45m x 0.0365ton/m c)200mm dia ERW Slotted pipe (213.45 x 0.0365ton/m Total = 74.69 ton

74.69

11667

156.2

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iii) Haulage of materials by mechanical means excluding loading & unloading Surface road (considering an average distance from store yard to site = 80 km)

5976

16135

2.7

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Loading, unloading and haulage of pea-gravels etc. complete as per specification and direction of the Engineer-in-Charge.

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i)Loading of stone aggregate, brick aggregate, pea-gravels etc. by manual means within a lead up to 30m. Pea-gravels

264.05

22550

85.4

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ii) Un-loading of stone aggregate, brick aggregate, pea-gravels etc. by manual means within a lead up to 50m. Pea-gravels

264.05

12120

45.9

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iii) Haulage of materials by mechanical means excluding loading & unloading. Surface road (considering an average distance from store yard to site = 80 km)

30841

83271

2.7

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

400

51520

128.8



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