| 1 | 1 | Drilling and boring pilot hole in any soil strata by drilling 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 Rig | 1 | | |
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| 2 | 1.01 | i) 200 mm dia. | 2 | 2745 | Mtr. |
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| 3 | 2 | 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.\nA.With Contractor’s Rig | 3 | | |
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| 4 | 2.01 | i) From 200 mm dia pilot hole to 550 mm bore hole | 4 | 594.75 | Mtr. |
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| 5 | 2.02 | ii) From 200 mm dia pilot hole to 460 mm bore hole | 5 | 2149.5 | Mtr. |
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| 6 | 3 | Washing of enlarged bore hole of 460/550 mm 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.\nA.With Contractor’s Rig | 6 | 2745 | Mtr. |
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| 7 | 4 | Providing and Lowering of ERW pipe (TATA/Jindal/Gajanan make) with 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. \nA.With Contractor’s Rig | 7 | | |
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| 8 | 4.01 | i) 300 mm dia ERW Housing Pipes. | 8 | 549 | Mtr. |
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| 9 | 4.02 | ii) 200 mm dia ERW Blind Pipes. | 9 | 1555.5 | Mtr. |
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| 10 | 4.03 | iii) 200 mm dia ERW Slotted Pipes. | 10 | 549 | Mtr. |
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| 11 | 5 | Providing and fixing of bail plug (made with 8 mm thick M.S. sheet)by welding with blind pipe including applying of anti-corrusive bitumastic, paint as per specification(IS: 2800,Part-I) and direction of the Engineer-in- Charge. \ni) For 200 mm dia ERW pipes | 11 | 15 | Nos |
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| 12 | 6 | Providing and fixing of reducing socket (made with 8 mm thick M.S. sheet)by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification (IS:2800,Part-I) and direction of the Engineer-in- Charge.\nA.With Contractor’s Rig\ni) 300 X 200 mm dia | 12 | 15 | Nos |
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| 13 | 7 | Providing & Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification (IS : 4097) and direction of the Engineer - in - charge. A.With Contractor’s Rig | 13 | | |
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| 14 | 7.01 | i) With pea gravels obtained from Durgapur, West Bengal | 14 | 225 | Cum |
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| 15 | 7.02 | ii) With pea gravels obtained from Golaghat, Assam | 15 | 225 | Cum |
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| 16 | 8 | Providing and fixing of housing clamp(made with 12 mm thick M.S. sheet)by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification (IS: 2800,Part-I)and direction of the Engineer-in- Charge. | 16 | | |
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| 17 | 8.01 | i) 300mm dia | 17 | 15 | Nos |
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| 18 | 9 | 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.\nA.With Contractor’s Air Compressor | 18 | | |
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| 19 | 9.01 | Using Air Compressor of 300-450 CFM output for DTW (Upto 200 Mtr. Pipe assembly) | 19 | 10 | Nos |
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| 20 | 9.02 | Using Air Compressor of 1100 CFM output\n(Beyond 200 Mtr. Pipe assembly) | 20 | 5 | Nos |
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| 21 | 10 | Providing and fixing of Well Cap(made with 8 mm thick M.S. sheet)by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification(IS:2800,Part-I) and direction of the Engineer-in- Charge.\ni) For 300 mm dia ERW pipes | 21 | 15 | Nos |
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| 22 | 11 | Loading and Un-loading of materials by manual means | 22 | | |
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| 23 | 11.01 | Loading of steel pipes like ERW/GI including specials & fittings etc. by manual means including a lead upto 30 m 300 mm dia ERW pipes\n(549.00Mts) X 0.07365 ton=40.43 ton\n200 mm dia ERW pipes\n(1555.50Mts) X 0.03661 ton=56.95 ton\n200 mm dia ERW Slotted pipes\n(549.00Mts) X 0.03661 ton= 20.10 ton | 23 | 117.48 | ton |
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| 24 | 11.02 | Unloading of steel pipes like ERW/GI including specials & fittings etc. by manual means including a lead upto 50 m 300 mm dia ERW pipes\n(549.00Mts) X 0.07365 ton=40.43 ton\n200 mm dia ERW pipes\n(1555.50Mts) X 0.03661 ton=56.95 ton\n200 mm dia ERW Slotted pipes\n(549.00Mts) X 0.03661 ton= 20.10 ton | 24 | 117.48 | ton |
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| 25 | 11.03 | Haulage of materials by mechanical means excluding loading & Un loading i) Surface road 117.48 ton X 50 km. | 25 | 5874 | t.km |
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| 26 | 12 | Loading and Un-loading of materials by manual means | 26 | | |
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| 27 | 12.01 | Loading of stone aggregate, brick agreegate, Gravels etc. by manual means within a lead upto 30 m Pea Gravels | 27 | 450 | Cum |
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| 28 | 12.02 | Unloading of stone aggregate, brick agreegate, Gravels etc. by manual means within a lead upto 50 m Pea Gravels | 28 | 450 | Cum |
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| 29 | 12.03 | HauHaulage of materials by mechanical means excluding loading & Un loading i) Surface road 450 cum X 1.46 ton X 50km. | 29 | 32850 | t.km |
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