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| 1 | Supply and fix Reverse Osmosis(RO) Plant of output capacity of 1000 Litres per hour complete with errection and commissioning and testing consisting of the following:-Make : -ION Exchange, Thermax or equivalent approved make. |
| 2 | Multi Grade sand Filter of flow rate 1000 LPH and working pressure 2 to 3.5 kg/cm2 incorporating(a) F.R.P. Pressure vessel(b) Multi port valve(c) Initial charge of Media i.e.sand, Peebles(d) Frontal P.V.C. pipe - work and Necessary valves |
| 3 | Activated Carbon Filter ofFlow rate 1000 and working pressure 2 to 3.5 kg/cm2incorporating(a) F.R.P. Pressure vessel(b) Multi port valve(c) Initial charge of Media i.e. Activated Carbon Granules (d) Frontal P.V.C. pipe - work and Necessary valves. |
| 4 | Special Antiscalant Dosing System system incorporating(a) Dosing Pump , Type : Elecronic Diaphragm Doser(b) HDPE Dosing Solution Tank of capacity 100 Ltr |
| 5 | Micron Cartridge Filtration system incorporating(a) Micron Cartridge Filter 20\" length , 10 Micron rating(b) Micron Cartridge Filter Housing |
| 6 | High Pressure Pump with motor SS-316. Type: Vertical Centrifugal Multi Stage of flow rate 1000 LPH |
| 7 | Reverse Osmosis Skid 1000 LPH consisting of(a)Reverse Osmosis Membranes -05 Nos,type HM 40-40(b)R.O. Pressure Tubes (c) Skid Mounted Control Panel(d) Interconnecting pipe-work and fittings. (e) SS 316 high pressure piping(f) Catridge pre filter |
| 8 | Interconnecting Advance Extra Strong P.V.C. pipe work with necessary valves and fittings (a) T.D.S. Meter (b) Rota meter(c) Flow Indicator (d) Coductivity meter(e) Pressure Switches (Low pressure and high pressure)(f) Pressure Gauges |
| 9 | Electronic Control panel as per OEM specifications |
| 10 | UV System of capacity 1000 LPH of SS 304 construction |
| 11 | Filter Feeding pump Flow rate 1000 LPH |
| 12 | Supply and fixing GI water tubing medium gradeISI marked with all fittings laid in trenches fixed on wall, floor of size 25 mm dia complete all as specified. |
| 13 | S&FGun metal globe or gate valves with iron wheelhead screwed both ends for iron pipe of 25 mm dia complete all as specified. |
| 14 | Supply and laying cable XLPE insulated screened PVC bedded galvanised steel strips or wire armoured electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 16 Sqmm 4 core complete all as specified. |
| 15 | Supply, installing, testing and commissioning factory made and tested (prototype having been CPRI type test certified), LT feeder pillar boxout door type and double door with buckled type bush hinges wall mounted, suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system, having bus bar chamber with insulated copper bus bars 100 Amps rating installed on procelain insulators.The panel shall be dust and vermin proof, IP 55 class protection and made of 1.6 mm CRCA MS sheet. Back side compartment with enclosure duly for space out going cables with extended bus bar/strips for out going MCCB\"s etc and 40 x 40 x 6mm thick angle iron frame work, externally powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, front opening type with aprons for cable entry with double door shutter and locking arrangement , intenal wiring with PVC insulated, solid copper conductor, FRLS cables, IS-694 marked of adequate size but not less than 4 Sqmm.The scope of work includes the following : |
| 16 | Incoming:- MCCB TPN 40 Amps rating and 25 kA rupturing capacity completeOutgoing:- (a) MCCB TPN 32Amps rating and 25 kA rupturing capacity complete(b) MCB SPN 20Amps rating and 25kA rupturing capacity complete(c) Indicator Lamps (d) Voltmeter 0 to 500V(e)Ammeter 0 to 63 Amps |
| 17 | M&L for earthing complete with galvanized steel earth plate 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below normal ground level) with top edge of plate not less than 1.5 Mtr below normal groundlevel connectedto galvanized iron earth strip 25X4 mm as earthing leadby means of bolt ,nuts, check nuts and washer of galvanized iron or steel besides welding of all jointsand including excavation and earthwork,G.I.pipe light grade 40mm bore for protection of G.I.strip from earth electrode toearth test point supplying and layingcharcoal dust, common salt PCC 1:2:4 type BI chamber and MS angle iron frame 40x40x3mm RCC cover 40 mm thick (1:2:4) type BI using 20 mm graded stone aggregate reinforced with 6 mm dia round bars @ 75 mm c/c both ways with MS handle 12 mm dia CI funnel and wire mesh, 20 mm dia GI pipe light graded for wateringconnected to LT panel/Plant incl testing complete all as specified anddirected .NOTE: GI pipe 40 mm, GI earth strip 25X4 mm upto 7.5 mtr deemed included to be rate quoted by the contractor.) |
| 18 | Taking down cement plaster or cement lime plaster on PCC/stonesurface/brick surfaces including raking out joints hacking for keyscrubbing down with water etccomplete all as specified. |
| 19 | Rendering 15 mm thick in CM (1:6) on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing surfaces complete all as specified. |
| 20 | All as above item no 8 but in CM (1:4) finished even and smooth without using extra cement. On fair faces of brick work complete all as specified. |
| 21 | M&L for preparation surface of new plastered walls a and applying two coats of exterior emulsion paint (weather proof anti algae) over a coat of EXTERIOR WALL PRIMERcomplete all as specified. |
| 22 | M&L for Complete removal of existing treatment, washing, rubbing down and stopping of distemperd and painted surface of old surface by Electric Rotary grinder including brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorscent salts and trading oil and greasy spots of WallSurface removing of nails, making good holes , cracks etc , cleaning of floors , glasses, joinery of drops and splashes incl all arrangement necessary for execution of work includings applying two coats of exterior emulsion paint (weather proof anti algae complete all as specified. |
| 23 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoin jambs pillars etc including providing & fixing strutting ,propping etc for support tothe roofing stone to repair the load bearing wall and providing necessary all arrangments complete all as specified. |
| 24 | M&L Brick work with sub class \"B\" old size bricksstraight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified. |
| 25 | All as per above Item No 13 but except bricks complete all as specified. |
| 26 | M&L for surface excavation n.exc. (Not exceedings) 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil complete all as specified. |
| 27 | M&L 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate in sub-base etc complete all as specified. |
| 28 | M&L for 60mm thick & M-35 factory made chamfered edge Cement Concrete paver blocks with grey cement and pigment in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould/rubber molded, laid in required colour & pattern over and inluding 25mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified. |
| 29 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified. |
| 30 | M&L for excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth, for foundation, etc, or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 sqm on plan and n.exc. 1.5 m in depth and getting out in hard/dense soil complete all as specified. |
| 31 | M&L for removing excavated materials to a distance n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point in soils complete all as specified. |
| 32 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors,ISI markedcomplete all as specified. |
| 33 | Dismantling of louvres and jalliesi &Pillar of any description, any thickness complete all as specified. |
| 34 | M&L for providing precast cement concrete 1:2:4 Type B0 (12.5 mm graded stone aggregate) louvres and jallies, 25 mm thick (Measured solid), including all mouldings but excluding frames (Precastframe shall be measured separately and paid for seprate item) andset in cement mortar 1:4 complete all as specified. |
| 35 | Providing, precast cement concrete type B-1 1:2:4 (20mm graded stone aggregate ) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, plastes, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers,m weatherings, throating etc. and setting in mortat complete with joints to match complete all as specified. |
| 36 | M&L for surfaces dressing n. exc. 15cm deep in soft/loose soil complete all as specified. |
| 37 | Excavation in trenches. Not exceeding 1.50 meter wide and not exceeding 1.50 meter in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 square meter or plan and not exceeding 1.50 meter in depth and getting out in soft/loose soil complete all as specified. |
| 38 | M&L for cement concrete in foundations, filling and mass concrete type D2 1:4:8 using 40mm graded stone aggregate complete all as specified. |
| 39 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick watering, ramming/rolling and finishing to required size, shape, etc n.exc. 1.5m high from base soft/loose soil complete all as specified. |
| 40 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in soft/loose soil complete all as specified. |
| 41 | 5mm thick cement sand mortar 1:4 using water proofing compound @3%, over 10mm thick rendering in cement sand mortar 1:6 as in plaster to external surfaces of walls complete all as specified. |
| 42 | M&L preparation of new plastered surfaces of walls or un plastered surface and applying two coats of cement base paint over a coat of primer with hand roller complete all as specified. |
| 43 | Hardcore of gauge n. exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n. exc. 150mm thick complete all as specified. |
| 44 | Use and waist for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 230 mm thick (Horizontal or sloping)rough finished flat surface complete all as specified. |
| 45 | M&L for reinforcement concrete M-25 (20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. |
| 46 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. |
| 47 | All as per above items No 35 but 6mm to 8mm dia complete all as specified. |
