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| 1 | Transportation of D.C. Rig machine & its T&P from store to the site of TW. |
| 2 | Carting of rig Machine from store to site of works. |
| 3 | Carting of rig Machine’s T&P by Truck from store to site. |
| 4 | Loading and unloading of Rig Machine’s T&P |
| 5 | Return Trip of above after competition of work. |
| 6 | Transportation of T.W. Assembly from store to the site of Tube well. |
| 7 | Crating of T.W. Assembly by Truck from store to site |
| 8 | Loading and unloading of T.W. assembly |
| 9 | Transportation of D.C. Rig machine & its T&P from store to the site of TW. |
| 10 | Toing of 600 P.S.I air Compressor by tractor from store to site |
| 11 | Carting of compressor’s T&P by Truck from store to site |
| 12 | Loading and unloading of Compressor’s T&P |
| 13 | Return Trip of above after competition of work. |
| 14 | Transportation of O.P Unit and its T&P from store to the site. |
| 15 | Toing of O.P. Unit by tractor from store to site |
| 16 | Carting of O.P. Unit T&P by Truck from store to site |
| 17 | Loading and unloading of O.P. Unit T&P |
| 18 | Return Trip of above after competition of work. |
| 19 | Transportation of pumping plant from store to the site. |
| 20 | Carting of Pumping plants material by Truck from store to site |
| 21 | Loading and unloading of pumping plant’s material. |
| 22 | Tube well Assembly |
| 23 | 300mm Dia 7.1mm thick MSERW Housing pipe |
| 24 | 300x200 mm dia M.S. Reducer |
| 25 | 200mm Dia 7.1mm thick MSERW plain Pipe |
| 26 | 200mm Dia 7.1mm thick MSERW Slotted Pipe |
| 27 | 200mm dia Bail Plug |
| 28 | 300 mm dia M.S. Clamp |
| 29 | 300 mm dia well cap |
| 30 | 300 mm dia M.S. Ring |
| 31 | 200 mm dia M.S. Ring |
| 32 | 300 mm dia Tubewell assembly support |
| 33 | 300 mm M.S. Center Guide |
| 34 | Pea Gravel- Supply of Lal kaun quarry Pea Gravel 1.6 to 4.8mm size duly screened, washed and stacked, with carting loading, un loading complete at site |
| 35 | DRILLING OF TUBE WELL BORE : Installation of rig Machine along with dressing the site of work then drilling by 200/300 mm size bit up to 300m depth then reaming by 450mm, 550mm, and 625mm size bits, after drilling the dismantling work will be done. |
| 36 | Erection of DC rig Machine, T&P and camp equipages. |
| 37 | Dismantling of rig Machine and its T&P |
| 38 | Drilling of 625 mm dia bore from GL to 65 M. BGL |
| 39 | Drilling of 500 mm dia bore from 65 to 80 M. BGL |
| 40 | Drilling of 500 mm dia bore from 80 to 120 M. BGL |
| 41 | Drilling of 500 mm dia bore from 120 to 160 M. BGL |
| 42 | Drilling of 500 mm dia bore from 160 to 200 M. BGL |
| 43 | Drilling of 500 mm dia bore from 200 to 240 M. BGL |
| 44 | Drilling of 500 mm dia bore from 240 to 250 M. BGL |
| 45 | Water arrangement charges for during the drilling work |
| 46 | Logging of bore hole by electric logger |
| 47 | Barricading of Tw site for safety with necessary T&P and required lobour etc. complete. |
| 48 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUNDING OF PEA- GRAVEL : Lowering of 300/200mm dia size tube well assembly from ground level to 230M below ground level including gravelling work etc. complete. |
| 49 | 300 mm dia Housing PIPE from G.L TO 60 M. BGL |
| 50 | 200 mm dia Plain/Slotted PIPE from 60M. BG.L TO 80 M. BGL |
| 51 | 200 mm dia Plain/Slotted PIPE from 80M. BG.L TO 120 M. BGL |
| 52 | 200 mm dia Plain/Slotted PIPE from 120M. BG.L TO 160 M. BGL |
| 53 | 200 mm dia Plain/Slotted PIPE from 160M. BG.L TO 200 M. BGL |
| 54 | 201 mm dia Plain/Slotted PIPE from 160M. BG.L TO 200 M. BGL |
| 55 | 200 mm dia Plain/Slotted PIPE from 200M. BG.L TO 230 M. BGL |
| 56 | Development of tube well by 600 P.S.I air compressor |
| 57 | Erection of 600 PSI Air- Compressor, T&P and camp equipages |
| 58 | Development of T.W. by 600 PSI Air Compressor upto 100 hrs |
| 59 | Dismantling of Air Compressor and its T&P. |
| 60 | Development of tube well by O.P Unit |
| 61 | Erection of O.P. Unit T&P and camp equipages. |
| 62 | Development of T.W. by O.P. Unit 100 hrs |
| 63 | Dismantling of O.P. Unit its T&P. |
| 64 | Yield and verticality test of T.W. along with chemical and Bacteriological analysis of tubewell’s water. |
| 65 | Cleaning of site for soil and including filling of pit and disposal lead up to 10km for way from site by tractor trolly and labour including loading unloading after completion of drilling and development work (PWD-231(a)+235(a)-I+II). |
| 66 | Watch and ward during working period by two chowkidar day- night (PWD-Chapter -2(18). |
| 67 | Eletrical loggig of the Bore |
| 68 | Supply of 30HP Clear water submersible pump complete with electric motor capable to operate on 415± volts 3 phase 50 c/s AC supply of 1800 LPM 45mtr Head. |
| 69 | Main piping and valve, 150 mm dia 5.4 mm hick MS. column pipe with both end flanged and groove for passing of submersible cable in each lenth in 3m long Total 24m with 1m longs top pipe with cap (Damdam) and sealing ring, C1-D/F 90 bend of size 150 mm dia, Cl-A/F tee of size 150 mm dia, M.S. Distance piece of 150 mm dia 1.00m long 2 Nos and 1.5m long1 No., M.S. enlarger/reducer of suitable size, 150mm dia Sluice Valve (Confirming to 15.780/1S.2905)f, 150 mm dia Reflex Valve (Confirming to IS-5312 No part-1) |
| 70 | Installation of pumping plant along with all necessary fitting including by pass & delivery arrangements airline and Gauges fitting etc. Complete in all respect. |
| 71 | S/F of 150mm dia long ms D/F column pipe extra to SI No-3 |
| 72 | Excavation of earth in foundation in ordinary soil (loam, day or sand) including lift upto 2.6.1- 1.5m and lead upto 50m filling watering and 13.339% ramming of excavated earth into the space between building and the side of the foundation trenches or in to the plinth and disposal so surplus earth upto a distance of 50m from the center of the foundation trenches. |
| 73 | 100 mm thick Concrete with 40 mm guage PWD-281stone ballast coarse sand & cement in proportion of 8:4:1 in foundation including supply of all material, labour T&P etc. required for proper completion of the work |
| 74 | First class brick in 1:6 cement, coarse sand, PWD-mortar in foundation and plinth including 303+305(a)-supply of all material, labour T&P etc. required 305tor proper completion of the work. |
| 75 | 40 mm thick damp proof coarse with cement| DSR-2018- Concrete 1:2:4 (1 cement: 2 coarse sand:44.10- graded stone aggregate 12.5 nominal size) including supply of all material, labour T&P etc. required for proper comp letion of the work including curing and shuttering as necessary. |
| 76 | First class brick in 1:6 cement, coarse sand, PWD- mortar in superstructure including supply of all material, labour T&P etc. required for proper completion of the work. |
| 77 | Same as item no. 5a (Half brick work) in 1:4 cement& coarse sand in superstructure |
| 78 | R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractors) and including necessary centering and shuttering and supply of all material, labour T&P etc required for proper completion of the work |
| 79 | A Same as item no. 6 but in Lintel |
| 80 | as item no. 6 but in Sunshade |
| 81 | Same as item no. 6 but in Beam |
| 82 | Same as item no. 6 but in Slab |
| 83 | Cement concrete with 20 mm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of a material, labour T&P etc. required for proper completion of the work in bed block for lintel hold fast etc. with proper shuttering. |
| 84 | Mild steel or iron work in plain work in R.C.c.PWD-504 wrought to required shape as necessary including bending for proper completion of work and including supply of steel and wastage etc. |
| 85 | Supply & fixing of M.S. angle iron door| PWD-503 Qt. chaukhat of 40mmx 40mmx5mm size with hold fasts including simple moulding, welding work and also supply of all materials, labour T&P etc required for proper completion of the work as per direction of E/I |
| 86 | Supply and fixing of Z-section M.S. window| PWD-503 with grill as per departmental drawing including supply and fitting of handle locking arrangement etc complete. |
| 87 | 12 mm thick plaster in 1:6 with cement, fine sand mortar over brick work minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc required for proper completion of the work. |
| 88 | Same as item no. 11 but over rough face. |
| 89 | Same as item no. 11 but in proportion 1:4 with cement and fine sand mortar on ceiling |
| 90 | 40 mm thick 1:2:4 PCC Floor with cement, coarse sand & 20 mm gauge approved stone ballast laid on panels, finished with 3 mm floating coat of neat cement & excluding 7.5cm thick base concrete consisting of cement coarse sand and stone ballast 4 cm gauge in proportion of 1:4:8 and removing and over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour T&P etc required for proper completion of the work. |
| 91 | provide and laying 7.5cm base concrete of cement concrete 1:4:8(1 cement:4 coarsesand: stone ballast 40mm gauge) |
| 92 | Supply and fixing of 35mm thick ISI marked Flush door including supply and fixing and adjustment of hinges, bolts, locks, handles, 13.33% springs and other fitting but excluding supply |and painting of fittings. |
| 93 | Supply & fixing of 4mm thick glass panes in panel of Z-section M.S. iron window including supply of M.S. clip and ISI mark putty etc as required for proper completion of the work. |
| 94 | Painting or varnishing with 2 coat and one priming coat of new iron or wood work with one coat of priming and two coats of approved paint& varnish including supply of all materials, labour T&P etc required for proper completion of the work. |
| 95 | 40mm wide Damp Proof coarse with cement concrete in proportion of 1:2:4 with cement and coarse sand and 12.5 mm gauge stone ballast |
| 96 | 25mm thick 1:2:4 PCC Apron (600mm wide) with cement and coarse sand & 20 mm gauge approved stone ballast laid on panels finished with 3mm floating coat of neat cement excluding 7.5cm thick base and concrete consisting of cement and Coarse and stone ballast 4 cm gauge in proportion of 1:4:8 and removing any and giving them uniform finish including supply of all materials, labour T&P etc required for proper completion of the Work. |
| 97 | Precast of 100mm wide PCC drain in MR proportion of 1:2:4 cement, coarse sand & 12 to 20 mm stone grit over base concrete in proportion of 1:4:8 cement, coarse sand and 40mm gauge stone ballast including supply of all materials, labour T&P etc required for proper completion of the work |
| 98 | Sand filling in plinth including of supply of necessary quantity of sand for a lead upto 8.00 km including loading, unloading & cost of sand including royality & filling, dressing and ramming in plinth T&P etc required for proper completion of the work. |
| 99 | Supply and fixing of rain water 110mm PVC pipe with bend and clamp etc all complete. |
| 100 | Finishing wall with water proofing cement paint of approved make ISI marked and colour three coats include one coat of priming coat to give an even shade including curing and Supply of all materials, labour T&P etc all Complete |
| 101 | Distempering (three coat) with oil bound distemper of approved brand manufacture of required shade on undecorated wall surface to give an given shade over and including a priming coat with cement primer of approved brand after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing material & sand papered smooth including cost of all material (Inner Plaster area) |
| 102 | Finishing with Wall putty of approved brand (on inner plaster area) |
| 103 | Provide 3mm thick floating coat of neat cement Over the previously made plaster e.g. pass chamber etc. |
| 104 | Supply and fixing of 40mm wide 4mm thick glass strips in floor and aprons panels |
| 105 | providing and laying of lron Pipe 150mm dia for Delivery of by pass chamber |
| 106 | Supply and fixing M.S. Girder at top of pillar Inciudin8 Supply of all labour T&P etc Attached complete with (200mmx200mmx4m size) |
| 107 | Supply and fixing of Fan hook including supply of all material, labour T&P etc required for proper completion of work |
| 108 | Site clearance of the site including disposal of earth/sand available at site during development of tube well and due to any other cause and refilling of trenches made during construction of tubewell Please Enable Macros to View BoQ information |
