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| 1 | ????????/???????, ??? ????, ???????? ???, ????? ??? ??? ??????? ????? (GST 12%, 18% & Index Cost 5% as per aplicable) |
| 2 | 155 mtr. Deep Bore wellConstruction of155 mt deepTube well by Heavy Duty Rig Machine in the sandy, boulder and hard stone at tarai areato lower the assembly of 300mm dia from G.L to 155 MBGL to get sand free Discharge 2400 LPM.complete as per following work at site.Transportation of heavy duty drilling machine with all T&P and plant upto the site i.e. |
| 3 | Erection & Levelling of rig machine at site of work. |
| 4 | Drilling of bore upto 155 mtr depth below ground level in a all type of solt/ underground condition with DC/RC Rig machine or suitable.Method suitable to discharge as desired with disired bore dia as per instruction of Engineer Incharge. |
| 5 | Dismantling of Rig machine after completion of work, Fitting of girder, clamp and well cap. |
| 6 | Preparing & Lowering of Tubewll assembly starting form G.L to 155 Mt.BGL including cutting, welding as required at site complete with all T & P required.Supply and lowering of 300mm dia MS ERW pipe 7.9 mm thick. |
| 7 | Supply and lowering of 300mm dia 7.9 mm thick MS ERW slotted pipe. |
| 8 | Supply and fixing of 300x100mm dia sizeM.S Girder 4Mt. Long. |
| 9 | Supply and fixing of 200mm dia Bail plug with hook. |
| 10 | Supply and fixing of 300mm dia MS well cap, |
| 11 | Supply and fixing of 300mm dia Heavy duty M.S. clamp with nuts & bolts. |
| 12 | Supply and filling of pea gravels of size 1.60 mm to 4.8 mm and Surrounding of pea Gravels in between boreand tube well assembly up to entire depth of tube well ordered by the department |
| 13 | Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineering in charge to give a sand free discharge & Proper packing of pea gravels at least for 45 Hrs. |
| 14 | Development of tubewell by the suitable submersible O.P. unit. complete with lowering and lifting of pumping plant having suitable discharge including running of O.P. unit and yeild testing of tubewell by V notch at least for 30 Hrs. to satisfaction of Engineer in charge. |
| 15 | Reducer 300x200mm of 7.9 thick MS |
| 16 | Chemical & Bacteriological Test of water. |
| 17 | Geohydrological Survey |
| 18 | Submersible Pumping Plant and Accessories for TubewellSupply of Submersible pump & motor set of 1700LPM, discharge at 60 Mt. Head |
| 19 | Supply of Submersible pump & motor set of 1700LPM, discharge at 60 Mt. Head |
| 20 | S/o Submersible copper cable size 1x3x25 sq.mm. |
| 21 | Supply Main piping and valve as per specification and site requirement |
| 22 | S/o Pressure gauge with fitting. |
| 23 | S/o Chain pulley block of 3.0Tonne capacity 4 Mt. lift spire gear tested on 4.5Ton load. |
| 24 | S/o Chemical earthing material for plant includingearth electrode,aluminium earth strip etc as per I.E. rules. |
| 25 | Supply & fixing of H.R.C main switch 3pole with neutral link in 200amp. 440voltage A.C. |
| 26 | S/o Rubber Insulation sheet 1Mt.x2 Mt.x .025Mt. |
| 27 | S/o 50 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Voltwith change over switch and 3Core copper cable. |
| 28 | Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories. |
| 29 | Liquid Chlorine required for six month maintenance |
| 30 | S/o Chlorine Testing Kit |
| 31 | Supply ofSpecial tools and spanners with 2 Nos. chain wrench. |
| 32 | Installation, Commissioning & Testingof pumping plant and all accessories. |
| 33 | lntelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor, Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer. |
| 34 | Erection, testing and commissioining and modification of starter with AC and DC |
| 35 | 1 Month trial running and 5 months maintenance including watch & ward |
| 36 | Supply, installation, Testing and Commissioning (SITC) on turnkey basis for fully automatic pump automation control panels of different capacities having intelligent unit having \"FIELD PROGRAMMABLE LOGIC CONTROLLERS based, SCADA operated pump motor start, Run, control, Protect against faults automatically operated control & management system\" for supervisory control and data acquisition system at pumping water supply schemes & two years free of cost A.M.C. for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing including cartage from works of manufacturer upto site of work:-40-60HP |
| 37 | For unseen items |
| 38 | PumpHouse Cum ChloronomeEarth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m. All kind of soil |
| 39 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 40 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 41 | Providing and laying in position cement concrete of specific grade (1:4:8)with cement, coarse sand and graded stone aggregate of 40 mm nominal size in foundation bedexcluding the cost of centering and shuttering all work upot plinth level. |
| 42 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar of cement and coarse sand in proportion of 1:6. |
| 43 | Providing and laying damp proof course 50 mm thick with cement, sand and 20mm nominal size of aggregate in the proportion of 1:2:4 with Damp Proof Coarseas directed by manufacturer. |
| 44 | Brick work with F.P.S. bricks of class designation 75 in super structure uptoplinth level upto floor V level in all shape and size in cement mortar of in the proportion of 1:4.cement and coarse sand |
| 45 | Providing and laying in position cement concrete of specified grade (1:2:4) of cement, coarse sand and 20 mm nominal size of stone aggregateexcluding the cost of centering and shuttering over the columns on roof for fixing of R.S.Joist and apron. |
| 46 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 47 | Centering and shuttering including strutting, ropping etc. and removal ofform for suspended floors, roofs, landings, balconies and access platform. |
| 48 | Centering and shuttering including strutting, ropping etc. and removal ofform for lintals, beams, plinth beam, girders, bresumers and cantilevers. |
| 49 | Reinforcement for R.C.C. work using mild steel and medium/tensile steel bar including straightening, cutting, bending, placing in position and binding all complete. (1.00% of R.C.C. Work) |
| 50 | 12 mm thick cement plaste over brick work of pump house and chlorine room in the proportion of 1:4 of cement and fine sand. |
| 51 | Providing and laying in position cement concrete of specific grade (1:3:6) with cement, coarse sand and 40 mm nominal size stone aggregate as base concrete forflooring complete. |
| 52 | 40 mm thick Cement concrete flooring 1:2:4 with cement, coares sand and 20 mm nominal size stone aggregate finished with a floating coat of neat cement including cement slurry , but excluding the cost of nosing of steps etc. complete. |
| 53 | Providing wood work in frame of doors, windows, clerestory windows and other frames, wrought framed and fixed in position of sal wood. |
| 54 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled MS butt hinges with necessary screws excluding panelling which will be paid for separately. 30 mm thick sheesham wood shutter |
| 55 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. |
| 56 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm dia. bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm with 1:3:6 mix of cement, coarse sand and 20 mm nominal size aggregate. |
| 57 | Providing and fixing M.S.Grills of required pattern in frames fixied to oponing/wooden frames of windows with rawl plug screws etc. |
| 58 | Providing and fixing ISI marked oxidrsed M.S. pressed butt hinges with necessary screws/nut bolts etc.Door size 125x65s2.12 mm |
| 59 | Window size 100x58s1.90 mm |
| 60 | Providing and fixing ISI marked oxidrsed M.S. sliding door bolts with necessary screws/nut bolts etc. 300x16 mm |
| 61 | Providing and fixing ISI marked oxidrsed M.S.towerbolts with necessary screws/nut bolts etc.Door size 150x10mm |
| 62 | Window size 100x10 mm |
| 63 | Providing and fixing ISI marked oxidised M.S. handles size 125 mm conforming to IS. |
| 64 | 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. |
| 65 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 66 | Applyingpriming coat with ready mixed pink or Grey primer of approved brand and manfacture on wood work (Hard and soft wood) |
| 67 | Painting wood work with Deluxe multi surface paint of required shade. Two or more coat applied @0.90 lt /10sqm over an under coat of primer @0.75 lt/10sqm of approved brand ro manufacture. |
| 68 | Supply of RS Joist (ISLB 300)300 mm X 150mm & 9.40 mm thick size & 4.00 m long and fixing with 1:2:4 PCC over columns in positions. (wt. ofISLB 300 @37.70 kg/m) |
| 69 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable insurface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Group B Long Discrpition) |
| 70 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated copper conductor single core cable for loop earthing as required. |
| 71 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 72 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required |
| 73 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 74 | Duty Room With Toilet & StoreEarth work in excavation by mechanical means(hydraulic excavator)/manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) including disposal of excavated earth within a lead of50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. (Site development) |
| 75 | Earth work in excavation by mechanical means(hydraulic excavator)/manual meansin foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr incl. gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of50 m in all kind of soils. |
| 76 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 77 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 78 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shutteringfinishing and reinforcement- all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grad aggregate 20 mm nominal size) |
| 79 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
| 80 | Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. Foundation raft & tie beams |
| 81 | Columns |
| 82 | Beams |
| 83 | Slab |
| 84 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5In foundation up to plinth |
| 85 | in superstructure |
| 86 | Half brick masonry laid in 1:4 cement and sand mortar. |
| 87 | 40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar. |
| 88 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 89 | Providing and fixing M.S. grills of required pattern in framefixed to windows, ventilators by welding. |
| 90 | Cement concrete flooring 40mm thick with 20 mmnominal size stone aggregate in1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry. |
| 91 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6 mm for diagonal braces. |
| 92 | Providing and fixing glass strips in joints ofcement concrete floors 40 mm wide and 4 mm thick. |
| 93 | Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides) |
| 94 | Provide acrylic smooth exterior paint (two or more coats) to give an even shade. |
| 95 | Painting on doors and windows (two or more coats) over and including one priming coat. |
| 96 | Supply and fixing of 4mm thick plane glass panes on window\"s including supply of nails and putty etc all complete. |
| 97 | Sanitary ItemsProviding and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm. |
| 98 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls whereve required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap |
| 99 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work15 mm dia nominal bore |
| 100 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 101 | Supply and fixing of PVC pipes for waste water and sewer pipes.75 mm diameter |
| 102 | 110 mm diameter |
| 103 | Rising MainExcavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches |
| 104 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.MS ERW-250 mm, 4.8 mm |
| 105 | Power ConnectionCost of 11KV Transmission Line from existing sub station/ Line of U.K.P.C.L. to Tube well |
| 106 | Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silica gel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers, Earthing terminal, Air release plug. Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc having max. total losses as per energy efficiency level - 2 at basic Insulation level, conforming to IS 2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec, 2016. Transformers described as above and as per the following continuous rating 63KVA Transformer at TW |
| 107 | Connection securities charges to be deposited to U.K.P.C.L. for load , including load of light and Fan |
| 108 | Supply of PVC sheathed / XLPE power cable of 11 KV grade of 120 Sq mm size |
| 109 | P/F of Solar Light including solar module, 12V 60W, Solar battery12V, 40AH, LED 12WPole(5Mtr), Battery Box, Copper wire etc. complete. |
| 110 | Testing of Pipe SampleTesting of Pipe Samples |