| 1 | 1 | Drilling and boring pilot hole in any soil strata by deep drilling / high power rig, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the pilot hole properly as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge. A.with contractor’s high power rig | 1 | | |
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| 2 | 1.01 | I ) Up to 250 mtr. i) 320 mm dia. | 2 | 1750 | Mtr. |
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| 3 | 1.02 | II ) Beyond 250 mtr. and upto 375 mtr. i) 320 mm dia. | 3 | 509 | Mtr. |
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| 4 | 1.03 | III ) Beyond 375 mtr. and upto 500 mtr. i) 320 mm dia. | 4 | 125 | Mtr. |
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| 5 | 1.04 | IV) Beyond 500 mtr. i) 320 mm dia. | 5 | 3 | Mtr. |
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| 6 | 2 | Reaming of pilot hole to an enlarged bore hole in any soil strata by deep 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 contractor’s high power rig | 6 | | |
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| 7 | 2.01 | I ) Up to 250 mtr. i)From 320 mm dia pilot hole to 550 mm bore hole | 7 | 448 | Mtr. |
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| 8 | 2.02 | ii) From 320 mm dia pilot hole to 460 mm bore hole | 8 | 1302 | Mtr. |
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| 9 | 2.03 | II) Beyond 250 mtr. and upto 375mtr. i) From 320 mm dia pilot hole to 460 mm bore hole | 9 | 509 | Mtr. |
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| 10 | 2.04 | III ) Beyond 375 mtr. and upto 500 mtr. i) From 320 mm dia pilot hole to 460 mm bore hole | 10 | 125 | Mtr. |
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| 11 | 2.05 | IV) Beyond 500 mtr. i) From 320 mm dia pilot hole to 460 mm bore hole | 11 | 3 | Mtr. |
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| 12 | 3 | Washing of enlarged bore hole of 460 - 550 mm dia. in any soil strata by deep 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 contractor’s high power rig | 12 | 2387 | Mtr. |
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| 13 | 4 | Lowering of ERW pipe with deep drilling rig including painting with anti-corrosive bitumastic paints, fixing of M.S. ring, welding of all joints etc. complete after washing of the bore hole as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge. ( ERW pipes will be supplied free of cost by the department from the departmental storeyard ). A.with contractor’s high power rig | 13 | | |
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| 14 | 4.01 | i) 300 mm dia. ERW housing pipes. | 14 | 426.72 | Mtr. |
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| 15 | 4.02 | ii) 200 mm dia. ERW blind pipes. | 15 | 1591.6 | Mtr. |
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| 16 | 4.03 | iii) 200 mm dia. ERW slotted pipes | 16 | 298.76 | Mtr. |
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| 17 | 5 | 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 | 17 | 7 | No. |
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| 18 | 6 | Providing and fixing of reducing socket ( 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. A. with contractor’s high power rig. i) 300 X 200 mm dia. | 18 | 7 | No. |
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| 19 | 7 | Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification (IS : 4097) using deep drilling rig and direction of the Engineer - in - charge. (pea gravels will be supplied from the deptt. free of cost from the stack yards in which the pea gravels are available.). | 19 | | |
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| 20 | 7.01 | A. with contractor’s high power rig | 20 | 415 | Cum |
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| 21 | 8 | 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 dia. | 22 | 7 | No. |
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| 22 | 9 | 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. A.with contractor’s high power rig | 23 | | |
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| 23 | 9.01 | i) Using air compressor of 300- 450 cfm output for DTW | 24 | 1 | No. |
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| 24 | 9.02 | ii) Using air compressor of 1100 cfm output | 25 | 6 | No. |
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| 25 | 10 | 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 | 26 | 7 | No. |
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| 26 | 11 | Loading and Un-loading of materials by manual means | 27 | | |
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| 27 | 11.01 | Loading of steel pipes like ERW/ GI including specials & fittings etc. by manual means including a lead up to 30m ERW Pipes | 28 | 105.33 | ton |
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| 28 | 11.02 | Un-loading of steel pipes like ERW/ GI including specials & fittings etc. by manual means including a lead up to 50m ERW Pipes | 29 | 105.33 | ton |
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| 29 | 11.03 | Haulage of materials by mechanical means excluding loading & Un-loading i) Surface road | 30 | 6320 | t.km |
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| 30 | 12 | Loading and Un-loading of materials by manual means | 31 | | |
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| 31 | 12.01 | Loading of stone aggregate, brick aggregate, Gravels etc. by manual means within a lead up to 30 m Pea Gravels | 32 | 415 | Cum |
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| 32 | 12.02 | Un-loading of stone aggregate, brick aggregate, Gravels etc. by manual means within a lead up to 50 m Pea Gravels | 33 | 415 | Cum |
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| 33 | 12.03 | Haulage of materials by mechanical means excluding loading & Un-loading i) Surface road | 34 | 36354 | t.km |
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