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| 1 | Drilling and boring pilot hole in any soil strata bydrilling 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 contractors High Power rig |
| 2 | A) Upto 250 Mtrsi) 320 mm dia |
| 3 | B) Beyond 250 Mtrs upto 375 Mtrii) 320 mm dia |
| 4 | C) Beyond 375 Mtrs upto 500 Mtriii) 320 mm dia |
| 5 | 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 contractors High Power rig |
| 6 | A) Upto 250 Mtrsi) From 320 mm dia pilot hole to 550mm bore hole |
| 7 | ii) From 320 mm dia pilot hole to 460mm bore hole |
| 8 | B) Beyond 250 Mtrs upto 375 Mtriii) From 320 mm dia pilot hole to 460 mm bore hole |
| 9 | C) Beyond 375 Mtrs upto 500 Mtriv) From 320 mm dia pilot hole to 460 mm bore hole |
| 10 | 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 contractors High Power rig |
| 11 | Providing and lowering of ERW pipe conforming to IS:3589- 2001 (with latest revision) 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.A) With contractors High Power rig |
| 12 | a) 300 mm dia ERW Housing Pipe |
| 13 | b) 200 mm dia ERW Blind Pipe |
| 14 | c) 200 mm dia ERW Slotted Pipe |
| 15 | Providing and fixing of bail plug (made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge. A) With contractors High Power rig i) For 200 mm Dia ERW pipes |
| 16 | Providing and fixing of reducing socket (made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge.A) With contractors High Power rigi) 300x 200mm Dia |
| 17 | Providing and 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. |
| 18 | i) With pea gravel obtained from Durgapur, West Bengal. |
| 19 | ii) With pea gravel obtained from Golaghat, Assam. |
| 20 | Providing and fixing of housing clamp ( made with 12 mm thick MS 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. A) With contractors High Power rig |
| 21 | i) 300mm Dia |
| 22 | ii) 200mm Dia |
| 23 | Washing and development of tube well by usingAir Compressor and testing of the well as per specification & direction of the Engineer-in-Charge. |
| 24 | I. Upto 200 mtr pipe assemblyA) With Cintractor\"s Air Compressor.i) Using air compreesor of 300-450 CFM output |
| 25 | II. Beyond 200 mtr pipe assemblyA) With Cintractor\"s Air Compressor.ii) Using air compreesor of 1100 CFM output |
| 26 | Providing and fixing of Well Cap(made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge. |
| 27 | i) 300mm Dia |
| 28 | ii) 200mm Dia |
| 29 | Providing and filling of the abandoned pilot hole of deep tube well with available materials obtained from pilot hole /sand / earth / any other suitable materials as per specification and direction of the Engineer - in - charge.i) with available materials obtained from pilot hole (50%) and sandy earth(50%) |
| 30 | Charges for electro-logging for ground water exploration related to potable drinking water purpose borewell (200-550mm 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 ) |
| 31 | i) BGL upto 250.00 mtr. |
| 32 | ii) BGL beyond 250.00 mtr and upto 457.00 mtr. |
