Public Works Department Tender

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Public Works Department - PWD Tender

Air Compressor
Eprocure
Opening Date28 Aug 2020
Closing DateCancelled
Tender Amount₹ 52,97,172 
Notes
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Costs

Description

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BOQ Items

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ii) From 200 mm dia pilot hole to 460 mm dia bore hole.

1146.8

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892.8

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Washing of enlarged pilot hole of 460-550 mm dia in any soil strata by deep drilling rig, disposal of excess soil or mud , including the cost for betonies, 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 departmental rig

1464

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106.6

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Lowering of ERW pipe including painting with anti-corrosive bituministic 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 by the department from the departmental store yard). A.With departmental rig

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a) 300 mm dia ERW Housing Pipe

292.8

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532

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b) 200 mm dia ERW Blind Pipe

829.6

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417.9

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c) 200 mm dia ERW Slotted Pipe

292.8

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418.4

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

8

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1339.8

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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 bit mastic paint as per specification (IS:2800(part-I)) and direction of the Engineer-In-charge. A.With departmental rig i)300 x 200 mm dia

8

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6431.8

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Shrouding of the deep tube well assembly with washed Pea-gravels (2 - 4.75 mm effective size)as per specification (IS:4097) & direction of the Engineer-in-Charge (Pea-gravels will be supplied free of cost by the department from the departmental store yard in which the Pea-gravels are available). A.With departmental rig

240

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1476.3

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Providing & fixing of housing clamp (made with 8mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bit mastic paint as per specification (IS:2800(part-I) and direction of the Engineer- in- charge .

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i) 300mm dia.

6

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3065

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ii) 200mm dia.

2

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2604

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Washing and development of tube well by using Air compressor, and testing of the well as per specification (IS:11189) and direction of the Engineer-In-charge. I. Upto 200 mtr pipe assembly. A.With contractors air compressor i) Using Air compressor of 300-450CFM output for DTW.

8

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57696

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Providing & fixing of Well cap (made with 8mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bit mastic paint as per specification (IS:2800(part-I) and direction of the Engineer- in- charge.

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-

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i) For 300mm dia, ERW pipes

6

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3033.9

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i) For 200mm dia, ERW pipes

2

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2231.6

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Loading, unloading of Steel Pipe like ERW/GI in/c specials and fittings etc. by menual means in/c Haulage of materials by mechanical means

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-

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a) Loading of Steel Pipe like ERW/GI in/c specials and fittings etc. by menual means in/c a lead upto 30mtr

62.66

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182.8

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b) Un-Loading of Steel Pipe like ERW/GI in/c specials and fittings etc. by menual means in/c a lead upto 50 mtr.

62.66

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187.7

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c)Haulage of materials by mechanical means excluding loading & Un loading. i) Surface road

9399

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3.5

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Loading, unloading of stone aggregate, brick agreegate, Gravels etc. by manual means in/c Haulage of materials by mechanical means.

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a) Loading of stone aggregate, brick agreegate, Gravels etc. by manual means within a lead upto 50 m. i ) Pea-Gravels

240

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84

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b) Unloading of stone aggregate, brick agreegate, Gravels etc. by manual means within a lead upto 50 m. i) Pea-Gravels

240

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42

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c) Haulage of materials by mechanical means excluding loading & Un loading. i) Surface road

17520

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3.5

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Charges for electro-logging for ground water exploration related to potable drinking water purpose borewell (200-550 mm dia) using a microprocessor based digital multiprobe borewell logger and submission of acquired data in the shape of numerical as well as graphical and determination of lithologgy and static graphic co relation of acquifer, effective porosity and permeability, location of water bearing and saturated water zone and its corresponding discharge and also guidance for setting up of tapping zone etc. complete as per direction of the Engg-in-charge ( All necessary equipments relating to electro-logging should have to be arranged by the agency ). i) BGL upto 250.00 mtr.

366

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132.1



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