|
| 1 | RISING MAINP/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete. |
| 2 | 150 mm dia. |
| 3 | Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 |
| 4 | 150 mm dia. |
| 5 | 11.25º |
| 6 | 22.5º |
| 7 | 45.0º |
| 8 | 90.0º |
| 9 | Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete. |
| 10 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means for bituminous road |
| 11 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 12 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. Double Acting Air Valve PN 1.6 |
| 13 | 80 mm |
| 14 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks |
| 15 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 16 | DISTRIBUTION NETWORKProviding of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete.D.I. PIPE CONFORMING TO IS : 8329/2000D.I. Pipe S&S K-7 |
| 17 | 100 mm |
| 18 | 125 mm |
| 19 | 150 mm |
| 20 | 200 mm |
| 21 | 300 mm |
| 22 | Providing and laying D.I.specials of class K-12 suitable for push on jointing as per IS 9523-2000 Up to 600 mm Ø |
| 23 | Providing and laying D.I.specials of class K-12 suitable for Mechanical jointing as per IS 9523-2000 Up to 600 mm Ø |
| 24 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means for bituminous road |
| 25 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 26 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means - Cement Concrete |
| 27 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C.1:4:8 in base |
| 28 | Cement Concrete (PCC M-30) Pavement:Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.P.C.C.1:1.5:3 in top |
| 29 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately andstacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 30 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete |
| 31 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 32 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 33 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 34 | Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete. |
| 35 | Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 36 | Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. PN 16 |
| 37 | 100 mm |
| 38 | 125 mm |
| 39 | 150 mm |
| 40 | 250 mm |
| 41 | 300 mm |
| 42 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber D.I. D/F Non Return Valves Confirming to IS: 14846-2000 Pressure PN 1.6 ( Kirloskar or equivalent) |
| 43 | 300 mm |
| 44 | P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 45 | 80 mm dia. |
| 46 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. Double Acting Air Valve 50mm dia PN 1.6 |
| 47 | 50 mm |
| 48 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 49 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks |
| 50 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 51 | Instalation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length) |
| 52 | Upto 300 mm dia (In all type of Soil) - 9 nos. of Nala Crossing |
| 53 | Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge. |
| 54 | 80,100,150, 200mm GI/DI Pipex15mm setup-Domestic |
| 55 | Shifting from old connection to new connection |
| 56 | Electromagnetic type AMR Domestic Water MetersProviding, Installation, Testing, and Commissioning of Electromagnetic type, RF based, AMR Domestic Water Meters Pre Equipped With communication capability with RTU/PLC Rf Based Automated Meter Reading Facility with Rustbelts and Necessary Accessories Conforming to ISO 4064: Class B, IP-68 With Copper Can Register with ISI / Eec / Mid Marked With 5 Years Warranty this Will Be Suitable for Following Water Line Sizes. |
| 57 | 15mm AMR Water Meter Class-B MultiJet as per IS 779-1994 or ISO-4064-2005 CE mark IP-68 along with -(i) LORA Based AMR Module of upto 5 km range and with frequency band 865 MHz, maximum power upto 20.5 DBM (ii) Non rechargeable Lithium-Ion battery with 5 Years Battery Life considering 1 reading /Day with Reverse Meter detection. |
| 58 | SITC of Fixed Network Gatway with Antennas for best connectivity to the Water Meter AMR.4G /LAN / Wi-Fi Setup Required for Sending DATA to Server Range Upto 5 km Communication, all field Instrument & Radio frequency based AMR Meter communication etc Complete (Depends on Site Location) |
| 59 | SITC of Simple and user friendly AMR softaware Interface for Viewing each Water Meter data for water consumption status, Battery consumption status and meter working status etc Complete. |
| 60 | Annual Cloud Server Charges per water meter |
| 61 | Polycarbonate Box Blue with transparent lid,must have option to seal the box, min three seal option with two iron angle to fix the box.Size- length-255mm , width-210 mm,height- 190 mm |
| 62 | REPAIR OF OHTProviding 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. |
| 63 | 200 mm internal dia. (5.6 mm thick) |
| 64 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 65 | 200 mm Clamp |
| 66 | Flange of 200 mm dia (20 x 7.1 = 142) |
| 67 | Bolts & Nuts |
| 68 | MSERW Pipe grade Yst 240 Confirming to IS: 1978-1982 & IS: 3589-2001 |
| 69 | Rubber Packing for C.I. D/F fitting |
| 70 | 200 mm dia. Flange |
| 71 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining, Scaffolding for laying of vertically MS pipe 200 mm dia.. From GL to top of OHT. |
| 72 | Hire and running charges of drill machine |
| 73 | Up to 400 mm dia. |
| 74 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm) |
| 75 | Distempering with 1st quality acrylic distemper (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture including applying additional coats wherever required to achieve even shade and colour : Old work (one or more coats) |
| 76 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm |
| 77 | PUMP HOUSEEarth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o |
| 78 | 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. |
| 79 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under |
| 80 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 81 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 82 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 83 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 84 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level |
| 85 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 86 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin |
| 87 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 88 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 89 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 90 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 91 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 92 | Suspended floors, roofs, landings, balconies and access platform. |
| 93 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: |
| 94 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 95 | Brick work with F.P.S. bricks of class designation 75 in superstructure |
| 96 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 97 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge |
| 98 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 99 | Profile 'B' (Single Pattam) |
| 100 | Providing and fixing factory made ISI marked steel glazed doors,windows and kilogram ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. |
| 101 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 102 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes. |
| 103 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 104 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 105 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 106 | Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. |
| 107 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 108 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 109 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase |
| 110 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 111 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : |
| 112 | 110 mm diameter |
| 113 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 114 | Coupler(110 mm) |
| 115 | Bend 87.5 degree |
| 116 | 110 mm bend |
| 117 | Shoe (Plain) |
| 118 | 110 mm Shoe |
| 119 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including |
| 120 | 110 mm |
| 121 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 122 | 15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc. |
| 123 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja) |
| 124 | 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. |
| 125 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 126 | Finishing walls with textured exterior paint of required shade( New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.) |
| 127 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 128 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved byEngineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 129 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 130 | Supply of all materials, labour T&P etc. required for construction of V-Notch etc. all complete. |
| 131 | STAFF QUARTEREarth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o |
| 132 | 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. |
| 133 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under |
| 134 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. |
| 135 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 136 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level |
| 137 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 138 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin |
| 139 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 140 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 141 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 142 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 143 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 144 | Suspended floors, roofs, landings, balconies and access platform. |
| 145 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: |
| 146 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 147 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 148 | Brick work with F.P.S. bricks of class designation 75 in superstructure |
| 149 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 150 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level |
| 151 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 152 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred 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 aggre |
| 153 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sas |
| 154 | Fixing glass panes, with putty and nails wherever necessary |
| 155 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and fa |
| 156 | P/F wire gauge shutters using galvanized M.S. wire gauge - aperture 1.4 mm in both directions 0.63 mm dia wire for doors, windows etc - 35 mm thick - M.S. pressed butt hinges - Second class teak wood |
| 157 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete |
| 158 | 300x16 mm |
| 159 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm |
| 160 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 161 | 250x10 mm |
| 162 | 150x10 mm |
| 163 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper |
| 164 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 165 | Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedby the manufacturer) with water absorption’s less than 0.08% and conforming toIS :15622 of approved make in all colours and shades,laid on 20mm thick cementmortar 1:4 |
| 166 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 167 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 2 |
| 168 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by |
| 169 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling |
| 170 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 171 | 15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand) |
| 172 | White washing with lime to give an even shade: New work (three or more coats) |
| 173 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer) |
| 174 | Finishing walls with textured exterior paint of required shade( New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.) |
| 175 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture |
| 176 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 177 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 580x440mm with integral type foot rests |
| 178 | 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 |
| 179 | Providing and fixing stainless steel kitchen sink as per IS 13983 with CI brakets and stainless steel plug 40mm including painting of fittings and brakets, cutting & making good the walls wherever required. Size 510x1040 bowl depth 178mm |
| 180 | Providing and fixing soil , waste and vent pipes: |
| 181 | 100 mm dia. |
| 182 | 75 mm dia |
| 183 | Providing and filling the joint with spun yarn cement slurry and cement mortar 1:2 (1cement :2 fine sand) in S.C.I./C.I Pipes: |
| 184 | 100 mm dia. |
| 185 | 75 mm dia |
| 186 | Providind and fixing M.S.holder bat clamps of approved design to sand cast iron/cast iron (squn) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1cement :2coarse sand :4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc: |
| 187 | 100 mm dia. |
| 188 | 75 mm |
| 189 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 190 | 100 mm dia. |
| 191 | 75 mm dia |
| 192 | Providing and fixing 100 mm sand cast iron S&S plain bend of required degree. |
| 193 | 100 mm dia. |
| 194 | 75 mm dia |
| 195 | Providing and fixing 100 mm sand cast iron S&S heel rest sanitry bend of required degree. |
| 196 | 100 mm SCI S&S heel rest sanitary bend |
| 197 | 75 mm |
| 198 | Providing and fixing single equal plain junction of required degree with access door insertion rubber washer 3 mm thick bolts and nuts complete. |
| 199 | 100x100x100 mm |
| 200 | 75x75x75mm |
| 201 | Providing and fixing 100 mm sand cast iron s&s terminal guard 100 mm SCI sands terminal guard |
| 202 | 100mm |
| 203 | Providing and fixing 100 mm sand cast iron S&S collar |
| 204 | 100 mm SCI sands collar |
| 205 | 75 mm dia |
| 206 | Providing and fixing 100 mm M.S stays and clamps for sand cast iron /centrifugally cast (squn) iron pipes of diameter: |
| 207 | 100 mm dia. |
| 208 | 75 mm dia |
| 209 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: |
| 210 | 100 mm inlet and 100 mm outlet SCI tarp |
| 211 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall |
| 212 | 15 mm dia nominal bore |
| 213 | 20 mm dia nominal bore |
| 214 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) |
| 215 | 15 mm dia nominal bore |
| 216 | Providing and fixing brass bib cock of approved quality |
| 217 | 15 mm nominal bore. |
| 218 | Providing and fixing brass stop cock of approved quality |
| 219 | 15 mm nominal bore. |
| 220 | Providing and fixing ball valve (brass) of approved quality complete : |
| 221 | 20 mm nominal bore |
| 222 | Providing and fixing gun metal non-return valve of approved quality (screwed end) |
| 223 | 25 mm nominal bore (Horizontal) |
| 224 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet, and overflow pipes but without fitting and the base support for tank. |
| 225 | Electrical worksWiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm. FRPVC insulated copper conductor single core cable in surface/recessed PVC conduit, with piano type switch, phenolic, laminated sheet, suitable size MS Box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc as required. group B |
| 226 | WGSTLPTTC Twin Control point wiring in PVC conduit, with paino type switch: Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper Conductor single core cable in surface/ recessed PVC conduit, 2 way piano typeswitch, phenolic laminated sheet, suitable size Gl box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as required. |
| 227 | WGPVCPP2 Power plug wiring in PVC conduit (2x4 sq. mm): Wiring for light/ power plug with 2x4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 228 | WGPVCSB Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduitas required. |
| 229 | LPACCPT S/F light plug point piano type accessories: Supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on E10surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 anos socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). |
| 230 | PPACCPT S/F power plug point plano type accessories: Supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. |
| 231 | ITCFFSUR ITC fluorescent fitting directly on surface: Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 232 | ITCCFFC ITC ceiling fan with cover on fan box: Fan Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 233 | SPMCBDB S/F SP MCB DB: Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnectios, phosphatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) |
| 234 | MCBC S/F 'C' series, SP MCB Supplying and fixing 5 amps to 32 amps rating, 240 volts, 'C' series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral |
| 235 | Supply of ceiling fan 1400mm |
| 236 | Supply of regulators |
| 237 | Supply of florocent tube lights 1200mm |
| 238 | BOUNDARY WALLEarth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o |
| 239 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 240 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level |
| 241 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 242 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin |
| 243 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 244 | Centring and shuttering including strutting,ropping etc. and removal of form for |
| 245 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 246 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 247 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 248 | Brick work with F.P.S. bricks of class designation 75 in superstructure |
| 249 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 250 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 251 | Finishing walls with textured exterior paint of required shade( New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.) |
| 252 | MS GATE WITH PILLARSEarth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o |
| 253 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 254 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: |
| 255 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 256 | Brick work with F.P.S. bricks of class designation 75 in superstructure |
| 257 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 258 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter |
| 259 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin |
| 260 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T |
| 261 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 262 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 263 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 264 | Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing |
| 265 | Providing and Fixing of 40 mm dia G.I. conduit pipes including specials, cutting & threading etc. including supply of all materials, labour T&P etc. required for proper completion of the work. |
| 266 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 267 | Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and sq.m 3,452.80 43722 diagonal braces of 40x40x6mm angle iron, 3mm M.S. Gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 268 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.) |
| 269 | Provide and fixing glass panes of 28 cm × 10 cm. (2Nos.) |
| 270 | Operation, maintenance and management of all electro-mechanical works of water supply scheme for Three Nos. tube wells with minimum break down (Not exceed 09 Hours) for continuous 24 x 7 supply of drinking water after proper chlorination and maintaining data on MCS SCADA or any other location as specified by the Department regularly including cost of sodium hypo chloride with all man power and consumable items excluding electricity as per detailed below. |
| 271 | During 1st Year |
| 272 | During 2nd Years |
| 273 | During 3rd Years |
| 274 | During 4th Years |
| 275 | During 5th Years |
| 276 | ELECRICAL & MECHANICAL WORKSTransportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 277 | Errection and Leveling of Rig Machine and barricading at site of work |
| 278 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 279 | Drilling of borehole from GL to 190 mtr. BGL |
| 280 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 281 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 282 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 283 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 284 | Supply & fixing of 300 mm dia Bail plug. |
| 285 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 286 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 287 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. |
| 288 | Geohydrological survey of site. |
| 289 | Chemical & bacteriological testing of water sample |
| 290 | Submersible pump-set of 1200 lpm cold and clear water against a total head of 90 mt with motor of 41 HP suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no.as spare) |
| 291 | Supply and Installation of wall mounting Starter cum panel (60 HP) for above submersible motor for operation on 400 volts+/-10%,3 phase, 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of star-delta,over load and under load and under voltage protection,Ampere meter, Volt meter operated with selector switch & CT, LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65. |
| 292 | Supply of 16 Sq. mm PVC insulated 3- core submersible cable. |
| 293 | MCCB 125 Amp. with enclosure box with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65. |
| 294 | Supply of jointing material such as lugs, tapes etc. |
| 295 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required for pumping plant equipments,( 02 Nos ) servo voltage stablizer (02 Nos ) and neutral point at MCCB ( 01 No) |
| 296 | 150 mm dia MS column pipe assembly having thickness 7.1 mm both ends threaded duly socketed / flanged etc. complete as per Engineer in charge. |
| 297 | 150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 298 | 150 mm dia C.I. D/F Reflux valve PN-1.0 |
| 299 | Specials as M.S.D.F. bend 90º × 150 mm dia - 2 nos,150 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No.150 mm × 150 mm × 150 mm M.S.A.F.Tee - 1 No.150 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos.Ventury (150 x 65 mm) - 1 No.150 mm dia MS DI clamp heavy duty - 1 Set.M.S.T/W Cap (150 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set. |
| 300 | Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No. |
| 301 | Supply of tools required for maintenance of pumping plants (DE spanner set - 1 Set,Ring spanner set - 1 Set,Screw drivers - 2 Nos.Pliers - 1 No.Hammer - 1 No.Pipe wrench 14\\" - 1 No.Screw wrench - 1 No.Chain wrench 150 mm dia - 2 Nos.) with tool box |
| 302 | Digital clamp type Earth resistance meter |
| 303 | Supply of chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley. |
| 304 | Supply of rubber resistance sheet of size 1 m × 2 m × 0.025 m. |
| 305 | SITC of automatic chlorinating dosing system with dosing pump 0-6 LPH and working pressure 8 Kg per sq.cm , system should be capable to transfer data from site to MCS/LCS ( 1 W+1S) |
| 306 | Injector and NRV with PVC pipes etc. |
| 307 | 200 Ltr.Capacity PVC tank. |
| 308 | Starter cum panel |
| 309 | Single phase automatic stabilizer |
| 310 | Chlorine testing kit |
| 311 | Supply of Sodium hypo-chloride (Naocl) solution. |
| 312 | Testing of pumping plants against guaranteed figures of Schedule 'E'at site |
| 313 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works. |
| 314 | SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 125 KVA |
| 315 | Supply & Laying of cable 50 sq. mm Al. conductor 3.5 core armoured cable. |
| 316 | IOT software & centralised cloud based system conmplete with data base server, data transfer GSM/ GPRS snodem sim, IOT plate form licenses or subscription and development / customization of control software suitable for managing the strorage, processing analysis of vast amount of real line data by a wed based interface, APIs and other tools including memory card for stonnp data for a minimum of 30 days in care of power failure / loss of connectivity. |
| 317 | S/F of data commmunication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS ethenet for atteast 02 months data back up with all accessories. |
| 318 | IOT based Intelligent Energy meter for measuring all electrical parameters such as KWH / KVAH (positive /negative), PF, Hz, P etc. with three phase current and voltage imbalance and HMI / software keypads. |
| 319 | Isolation Transformer (440V step down 220V for protection of site automation hardware) |
| 320 | Over voltage & under voltage trip protection (350 V-450 V) |
| 321 | Auto phase reversal unit for auto phase corrector (60 HP) |
| 322 | IOT based Pressure transmitter |
| 323 | IOT base Electronic flow meter of 150 mm size |
| 324 | IOT based Valve actuators (150 mm size) |
| 325 | IOT based Actuator panels. |
| 326 | Hard wired timer circuit for actuators |
| 327 | Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect |
| 328 | Revamping/ upgradation and making the automated (old) system IOT compatible, including all spares and repair work. |
| 329 | Installation and commissioning including all accessories. |
| 330 | SITC of work station PC system (LCS) with 32\\" monitor for monitoring,operation and schedulluing of tube wells , lasser A4 printer & necessory cabling,associated software with antivirous protection complete with UPS system ( 2 Kva, 150 AH * 2 battery unit, 3 Hrs. backup.) |
| 331 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 332 | Wiring for circuit/submain alongwith earth wire with 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 333 | Wiring for circuit/submain alongwith earth wire with 2x4 sq. mm + 1x4 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 334 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 335 | Supply and fixing of following way S.P.N. sheet steel, 6 Way double door MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) |
| 336 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 337 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 338 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make) |
| 339 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 340 | Trial & Testing of Pumping plant with automation of new and existing tube wellsfor a period of 3 months including cost of all consumables excluding electricity |
| 341 | Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period with automation of Two existing tube wells excluding electricity. |
| 342 | Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete. |
| 343 | Operation, maintenance and management of all electro-mechanical works of water supply scheme for Three Nos. tube wells with minimum break down (Not exceed 09 Hours) for continuous 24 x 7 supply of drinking water after proper chlorination and maintaining data on MCS SCADA or any other location as specified by the Department regularly including cost of sodium hypo chloride with all man power and consumable items excluding electricity as per detailed below. |
| 344 | During 1st Year |
| 345 | During 2nd Years |
| 346 | During 3rd Years |
| 347 | During 4th Years |
| 348 | During 5th Years Please Enable Macros to View BoQ information |