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| 1 | Const./Installation of tube well rebore, pipe line (Main rising) and repair work of over head tank at District Hospital Ballia. |
| 2 | Carting of rig machine from Divisional store to site of work. |
| 3 | Carting of rig machine\"s T & P from store to site of work. |
| 4 | Loading and unloading of T & P |
| 5 | On completion of work same as above from (1) to (3) |
| 6 | Carting of Compressorfrom Divisional store to site of work. |
| 7 | Carting of Compressor\"s T & P from store to site of work. |
| 8 | Loading and unloading of T & P |
| 9 | On completion of work same as above from (5) to (7) |
| 10 | Carting of O.P. Unit from Divisional store to site of work. |
| 11 | Carting ofO.P. Unit\"s T & P from store to site of work. |
| 12 | Loading and unloading of T & P |
| 13 | On completion of work same as above from (9) to (11) |
| 14 | Carting of tubewell assembly i.e. ,housing pipe ,plain pipe ,Slotted Pipe and other assembly items from Divisional store to site |
| 15 | Loading and unloading of Tubewell assembly. |
| 16 | Installation of rig machine along with dressing the site of work then drilling by 200/250 mm size bit upto required depth then reaming by 550 mm and 675 mm size bits.After drilling the dismantling work will be done. |
| 17 | Installation ofRig Machine. |
| 18 | Dismantling of Rig Machine. |
| 19 | Drilling of 675 mm dia bore from G.L. to 70 Mts Below GL. |
| 20 | Drilling of 550 mm dia bore from 70 Mts to 80 Mts Below GL. |
| 21 | Drilling of 550 mm dia bore from 80 Mts to 120 MtsBelow GL. |
| 22 | Drilling of 550 mm dia bore from 120 M to 160 M Below GL. |
| 23 | Drilling of 550 mm dia bore from 160 M to 200 M Below GL. |
| 24 | Drilling of 550 mm dia bore from 200 M to 240 M Below GL. |
| 25 | Drilling of 550 mm dia bore from 240 M to 280 M Below GL. |
| 26 | Drilling of 550 mm dia bore from 280 M to 300 M Below GL. |
| 27 | Lowering of 300 mm dia size housing pipe from 72 M BGL. |
| 28 | Lowering of 200 mm dia size plain /slottedpipe from 65 M to 80 M BGL. |
| 29 | Lowering of 200 mm dia size plain /slottedpipe from 80 M to 120 M BGL. |
| 30 | Lowering of 200 mm dia size plain /slottedpipe from 120 M to 160 M BGL. |
| 31 | Lowering of 200 mm dia size plain /slottedpipe from 160 M to 200 M BGL. |
| 32 | Lowering of 200 mm dia size plain /slottedpipe from 200 M to 240 M BGL. |
| 33 | Lowering of 200 mm dia size plain /slottedpipe from 240 M to 280 M BGL. |
| 34 | Zone Testingin water quality prolem areasincluding all required Material ,Laour ,T&P etc,complete in all respect. |
| 35 | Cement sealling of contaminated accufer/zone including all required Material ,Laour ,T&P etc,complete in all respect. |
| 36 | Cement sealling work |
| 37 | Supply & lowering of 90 mm dia UPVC Gravel feed pipe. |
| 38 | Supply and Assembly of 300 mm dia MS housing pipe 7.1 mm thick. |
| 39 | Supply and Assembly of 200 mm dia slottedpipe 7.1 mm thick. |
| 40 | Supply and Assembly of 200 mm dia plainpipe 7.1 mm thick. |
| 41 | Supply and Assembly of 300x200mm M.S. Reducer |
| 42 | Supply and Assembly of 300 mm dia M.S. Well Cap |
| 43 | Supply and Assembly of 300 mm dia M.S. Well Nipple |
| 44 | Supply and Assembly of 300 mm dia M.S.Ring |
| 45 | Supply and Assembly for 300 mm dia M.S.Clamp |
| 46 | 300 mm dia Tubewell Assembly Support |
| 47 | Supply and Assembly of 200 mm dia M.S.Ring |
| 48 | Supply and Assembly of 200 mm dia M.S.Bail Plug |
| 49 | Supply and Assembly of 200 mm dia M.S.Centre Guide |
| 50 | Supply of Pea Gravel 1.6 mm to 4.8 mm size Pea Gravel of Lal Kuwan quarry duly screened, washed and stacked at site. |
| 51 | Installation of air compressor and camp equipage at tubewell site. |
| 52 | Development of tubewell by 600 PSI air compressor upto 80 hours |
| 53 | Dismantling of air compressor and its T & P. |
| 54 | Installation of O.P. Unit and camp equipage at tubewell site. |
| 55 | Development of tubewell byO.P.Unit upto 150 hours |
| 56 | Dismantling of O.P. Unit and its T & P |
| 57 | Yield test of tubewell alongwith chemical and bacteriological analysis of tube well\" s water. |
| 58 | Logging of bore hole by electric logger. |
| 59 | Rental Charges of Rig machine , compressor and O.P. Unit. |
| 60 | Watch & Ward during for Construction |
| 61 | Complete Barricatting of site and water pit etc. |
| 62 | Switch Gear |
| 63 | Supply of 1200 L.P.M. -50 M haed , 25 H.P. (KSB Make ) Capacity Submersible pumping plant which can be operated at 415+ 6% Volt , 50 Hz A.C. |
| 64 | Main piping & valves of size with 24 M Column Pipe size 150 mm dia. |
| 65 | Gauges |
| 66 | Lifting tackle (Chainpulley block of 2 tonnes capacity with 4 M lift.) |
| 67 | Electromechnical chlorinator of 10 LPH capacity with single Phase motor , delivery pipe with anti syphon valve ,sludge drainage valves, solution of 100 litre capacity tank with all necessary fittings. |
| 68 | Tools |
| 69 | Misc.Items such as Protection Ring , MCCB,Transformer oil, Eletric resistance ,rubberseet etc. |
| 70 | Installation of power wiring & earthing |
| 71 | Trial & Testing |
| 72 | One month watch & ward during the period of installation. |
| 73 | Painting of Pumping Plant. |
| 74 | Spare 25 H. P. (KSB Make) Pump Set |
| 75 | Supply & Laying of 2x16 Sq mm Submersible Cable with 2\" PVC pipe. |
| 76 | Supply of 150 mm dia DI K-9 Rising Main pipe including jointing material with loading, unloading and carting complete DSR 18.72.16 |
| 77 | Accessories of Joining pipe line (15% of aboveitem no 74) |
| 78 | Excavation in ordinary Soil for Pipe line making trench upto 1.2 m depth 0.9m width and 100 m lead. |
| 79 | Laying and jointing of 150mm dia K-9 pipe line into trenches proper arrangement and alightment in suitable gradiant including all labour, T&P etc. complete |
| 80 | Supply and fixing of 150mm dia Tee. |
| 81 | Supply and fixing of 150 mm sluice valveDSR 18.31.3.1 |
| 82 | Making of masonary type sluice valve chamber as per type design with cover complete in all respect DSR18.33.1 |
| 83 | Interconnection of pipe line to main line |
| 84 | Making of thrust block 1:2:4 cement, morang and 12 to 20 mm size brick concrete complete in all respect |
| 85 | Supply and Laying of 50Sq. mm x 3.5 C Aluminium aurmed Cable including exeavation and making trenches. Complete in all respect 501(L) |
| 86 | Supply & fixing of M.S. angle iron door chaukhat of 40mmx40mmx6mm 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. |
| 87 | Supply and fixing of Z-section M.S. window with grill as per department drawing including supply and fitting of handling locking arrangement etc complete. |
| 88 | 12 mm thick plaster in 1:6 with cement and fine sand over RCC Roof including cleaning and washing the dust of any other foreign matter including supply of all materials, labour T&P etc required for proper completion of the work. |
| 89 | 12 mm thick plaster in 1:6 with cement, fine sand & local 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. |
| 90 | Same as item no. 4 but over rough face. |
| 91 | Same as item no. 5but in proportion 1:3 with cement and fine sand mortar on ceiling |
| 92 | 25 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 so neat cement & 7.5cm thick base concrete consisting of cement, local sand abd 1st class brick ballast 4 cm gauge in proporting of 1:6:12 and removing and over lapping of mortar in the joints of the panels of any and giving them uniform finish including supply of all materials, labour T&P etc required for proper completion of the work. |
| 93 | Supply and fixing of 35mm thick ISI marked Flush door including supply and fixing and adjustment of hngges, bolts, locks, handles, springs and other fitting but excluding supply and painting of fittings. |
| 94 | 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. |
| 95 | Painting or varnishing of new iron or wood work with one coat of priming and tw coats of approved paint & varnish including supply of all materials, labour T&P etc required for proper completion of the work. |
| 96 | Rolling shutter |
| 97 | 25mm thick 1:2:4 PCC Apron (600mm wide) with cement and coarse sand & 20mm gauge approved stone ballast laid on panels finished with 3mm floating coat of neat cement and 7.5cm thick base and concrete consisting of cement and local sand and 2nd class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any and giving them uniform finish including supply of all materials, labour T&P etc required for proper completion of the work. |
| 98 | Arpon Drain |
| 99 | Supply and fixing of rain water 110mm PVC pipe with bend and clamp etc all complete |
| 100 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 101 | Distempering (three coat) with oil bound distemper of approved brand manufacture of required shade on undecorated wall surface to give shade over and including a priming coat with cement primer of approved brand after throughly brushing the surface free from mortar droppings & other foreign matters & also including preparing material & sand papered smooth including cost of all material |
| 102 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 103 | Provide 3mm thick floating coat of neat cement over the previously made plaster e.g. by pass chamber etc. |
| 104 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 35 mm wide and 35 mm thick |
| 105 | Construction of M.S.Ladder type girder piller complete R.C.C. foundation Paint etc. |
| 106 | Construction of under ground platform 2x2 Mtr.Size with Gravel feed chamber complete , covered with 100 mm thick M.S. Plate edges slabs. |
| 107 | Wiring point for Light with 1.5 sqmm Frlsh PVC insulated multi standcopper conductor cablebut in PVC conduit with 1.5 sqm Frlsh PVC insulated multistand copper conductor cable as earth wore drawn inside the conduit. 131(C) |
| 108 | Supply and fixing of 6 to 32 Amp 4 pole MCB (10KA) 1019 CAT-A |
| 109 | Supply and fixing of LED Tube light with battensuitable for upto 1x22 watt LED tube light complete including tube etc on surface complete in all respect. 1413 CAT-AAA |
| 110 | Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable 15 Watt to 25 Watt confirming to IP 66 and above protection complete in all respect. 1419 CAT-AAA |
| 111 | Supply and burring of safe earthing electrode T19(hot Dip galvanized lenth upto 2000mm outer pipe 5mm inner pipe 25,terminal dia 12 mm ,outer Gi pipe of 16SWG and inner GI pipe of 12SWG with hot dip galvanization uto 100micron filled with cryistaline conductive mixture CCM having anti corrosive and conductive property with 50 KGS activated soil BFC capable of reducing. the soil resistivity with good mixture of retaining capacity along with 30 sqcm CI frame with hinged cover & masonary husing(from electrode terminal to switch board)-725A |
| 112 | Supply and Laying of 25x3 mm GI strip from earth Electrode complete in all respect--. |
| 113 | M.S.Work in railing |
| 114 | Painting or Vanishing two coat on iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour, T & P etc. required for proper completion the work. Paint to be used should confirm to the I.S.I. No. 103 1950. |
| 115 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (PWD-660+661) |
| 116 | 40 mm cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate of size 12.50mm and below) laid over base concrete and finished with floating coat of neat cement (base concrete to be paid seperately) (PWD-605) |
| 117 | Construction of drain (A.R.-I) |
| 118 | Supply & fixing of M.S. Steel Ladder |
| 119 | Centering & shuttering including strutting, propping etc. and removal of form for all heights: |
| 120 | Extra Cost for Lighting conductor. (M.R.) |
| 121 | Cost for Water Metere gauge. (M.R.) |
| 122 | Cost for Earthing. (M.R.) |
| 123 | Cost for rising main pipe line. (M.R.) |
| 124 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.[DSR- 16.1*0.8222] |
| 125 | Earth work in excavation |
| 126 | Cost of P.C.C. (1:4:8) |
| 127 | Supply & laying of Rubber Moulded Zig-Zag 80 mm thick I shaped mechanically compressed interlocking cement concrete paver block manufactured by high pressure & controlled vibration machine. (PWD ch-20,7) |
| 128 | B/W in Toe wall (1 cement : 4 coarse sand ) |
| 129 | G.S.T. Extra as per Applicable |
