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Tender For Milak Nagar Palika Parishad Reorganization Water Supply Scheme, 1 Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per TendererS Own Seismic Proof Design And Drawi, milak-Uttar Pradesh

Government Departments has published Tender For Milak Nagar Palika Parishad Reorganization Water Supply Scheme, 1 Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per TendererS Own Seismic Proof Design And Drawi. Submission Date for this Tender is 07-10-2024. Wall Construction Tenders in milak Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

45128019
Tender For Milak Nagar Palika Parishad Reorganization Water Supply Scheme, 1 Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per TendererS Own Seismic Proof Design And Drawi
Open Tender
Indian
Uttar Pradesh
Milak
07-10-2024

Tender Documents

Tender Details

Tender For Milak Nagar Palika Parishad Reorganization Water Supply Scheme, 1 Submission of design, drawing, testingof bearing capacity of soil and supply of all material, labour T&P etc. and construct as per tenderers own seismic proof design and drawings (approved by the department) complete intze Type on raft or pile cum raft foundation with columns and braces of1050 KL/20M, 850KL/20 M,Two Nos R.C.C. Over head Tank from made up ground level at site to the top of bottom ring beam of tank, with a minimum free board of 15cm . The design of the tank shall base on safe bearing capacity of soil at site as 8 T/m2 and depth of foundation as 3.00 m from existing ground level on pile/raft foundation. made up level of OHT will be taken as 1.00 M above existing gound level. Extra earth required for made up level will be arranged by the contractor at his own cost. The work will include testing of Bearing Capacity of soil at site also from a Goverment Engineering College such as IIT/BHU/AMU/NIT or as per direction of Engineer-in-charge. If the bearing capacity of soil less than 8 T/m2 than the contractor will submit the design on the same B.C. No extra payment will be paid for this. All other details of tank not covered here shall also be as per specifications enclosed. 2 ZONE-11050 KL / 20.0 M Staging 3 ZONE-2850 KL / 20.0 M Staging 4 Submission of test report of Soil bearing capacity only through recognized and approved insitution as recommended by Engineer-in-charge. 5 Submission of 5 sets of detailed design and drawing of OHT from any recognized University as per direction of Engineer-in-charge. 6 All components of R.C.C. O.H.T. will be casted in M-30 grade conc. or as per approved design including fixing of various pipes and ventilator at top and fixing of M.S. Sheet of 10 gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material. 7 R.C.C. stair case with 1.0 m minimum clear width attached with tank body (as two column based ) as an access to Balcony and Top Dome of tank from ground level as per design & drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials. 8 M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bottom dome). 9 Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. 10 Supply and fixing of water level indicator with all necessary arragement such as inverter etc. As per specifications and fixing of lightening conductor and earth plate etc. As per specifications. 11 D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place. 12 Testing of tank for water tightness as per specifications enclosed including supply of water. 13 Supply of all materials and construction of 80mm thick, 40 mm. thickR.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber. 14 Three coats of approved quality and shade of Apex exterior paint like apex ultima supreme of approved quality over concrete work including supply of all materials etc. 15 Three coats of anti corrosive/aluminum /black Japan paint of approved quality on all iron work pipes and specials including supply of all material. 16 Supplying carting and fixing of following sizes D.I. D/F pipes with required specials such as well mouth, D.I./D.F. Bend, duck foot bend in inlet, outlet, over flow and wash out of the tank including supply of M.S. Clamps, rubber insertion sheet, nut bolts, washer etc. complete as per specifications. 17 ZONE-11050 KL / 20.0 M Staging 18 (a) 150 mm dia in inlet as required (Seperate for each) 19 (b) 400 mm dia in outlet as required 20 (c) 400 mm dia in over flow as required 21 (d) 100 mm dia in wash out as required 22 ZONE-2850 KL / 20.0 M Staging 23 (a) 150 mm dia in inlet as required (Seperate for each) 24 (b) 400 mm dia in outlet as required 25 (c) 400 mm dia in over flow as required 26 (d) 100 mm dia in wash out as required 27 Supplying and fixing of following sizes C.I./D/F sluice valves of PN-1 pressure of approved make as per relevant latest I:S specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications. 28 ZONE-11050 KL / 20.0 M Staging 29 (a) 150 mm dia in inlet as required (Seperate for each) 30 (b) 400 mm dia in outlet as required 31 (c) 400 mm dia in over flow as required 32 (d) 100 mm dia in wash out as required 33 ZONE-2850 KL / 20.0 M Staging 34 (a) 150 mm dia in inlet as required (Seperate for each) 35 (b) 400 mm dia in outlet as required 36 (c) 400 mm dia in over flow as required 37 (d) 100 mm dia in wash out as required 38 Supply all materials labour, T&P and construct brick masonry sluice valve chambers as required including R.C.C. Cover as per departmental type design at sluice valve fixed on inlet, outlet and washout pipes. The R.C.C. Cover shall be casted in M.S. Angle section with handles on both sides. (Sluice Valve chamber for washout and overflow may be combined.) 39 The words U.P. Jal Nigam, staging, year of construction, capacity of O.H.T. And slogan approved by Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height on O.H.T. 40 Trial Run of all works for 4 Months. 41 Maintenance for 12 months including supply of all materials etc. Complete. 42 Rehabilation of divisional office including repairing of old existing structure ,fixing of new sanitaryfittings & construnction of new toilet ,supply and repairing of electronic equipements & furnitures with all labour material T&P etc all complete in direction engineer -in-charge. 43 RISING MAIN 44 150 mm dia K-9 45 100 mm dia K-9 46 Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 8 KM. 47 B.O.E. ROAD 48 BITUMINOUS ROAD 49 C.C. ROAD 50 INTERLOCKING TILES 51 Excavation for pipe trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 8 Km from the center of the foundation trenches. 52 Carting from the store (up to 8 Km.) The following sizes of D.I. double pipeK-7 /K-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 53 150 mm dia K-9 54 100 mm dia K-9 55 Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete. 56 Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete. 57 150 mm dia Sluice valve 58 100 mm dia Sluice valve 59 Provision for making bye pass arrangement including cutting of new/existing pipe ,fixing of fitting & providing all jointing materials. It also includes supply of Pipe,Tee,Tail pieces CI D joints nut bolts, rubber packings etc all complete. 60 150 mm dia 61 100 mm dia 62 Supply of all materials labour, T&P etc and construction of masonary type sluice valve chambers as per type design of the department. 1.2x1.2x1.5 with RCC slab of 120 mm thick including Fixing of slab etc.Complete. 63 Design and construct Thrust Block made in RCC with cement. Coarse sand& 20 mm guadge stone balast in proporation1;1.5:3 for pipe line , including supply of MS reinforcment wrought to required shape as nessasary , its bending fixing and bending the same with 0.5 mm thick bending wire in position and nessasary centering shuttring including curing as per instruction of EI. Size Of thrust Block-1.10x1.10x.1.10 M 64 Mild steel or Iron work in plan work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 65 Reinstatement of following type of road surface for laying pipe line including sorting out of serviceable materials and disposal of unserviceable materials upto a distance of 8 KM. 66 B.O.E. ROAD 67 BITUMINOUS ROAD 68 C.C. ROAD 69 INTERLOCKING TILES 70 DISTRIBUTION SYSTEM 71 Supply of the following sizes of DI K-7 & HDPE pipes(PN-6, PE-100) confirming to latest relevant I.S.Codes with DI/HDPE Specials conforming to I.S.- 8329/2000 and I.S.- 4984/2016 respectively etc complete in all respect F.O.R. destination including all taxes and insurance. 72 450 mm dia DI Pipe K-7 73 400 mm dia DI Pipe K-7 74 350 mm dia DI Pipe K-7 75 300 mm dia DI Pipe K-7 76 250 mm dia DI Pipe K-7 77 200 mm dia DI Pipe K-7 78 160 mm dia HDPE pipe (PN-6, PE-100) 79 140 mm dia HDPE pipe (PN-6, PE-100) 80 110 mm dia HDPE pipe (PN-6, PE-100) 81 90 mm dia HDPE pipe (PN-6, PE-100) 82 Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 8 KM. 83 B.O.E. ROAD 84 BITUMINOUS ROAD 85 C.C. ROAD 86 INTERLOCKING TILES 87 Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 8 KM from the center of the foundation trenches. 88 Laying & jonting of the following types and zizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE pipe must be carried out using electro fusion process confirming to ISI 4984/2016, IS 7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination. 89 450 mm dia DI Pipe K-7 90 400 mm dia DI Pipe K-7 91 350 mm dia DI Pipe K-7 92 300 mm dia DI Pipe K-7 93 250 mm dia DI Pipe K-7 94 200 mm dia DI Pipe K-7 95 160 mm dia HDPE pipe (PN-6, PE-100) 96 140 mm dia HDPE pipe (PN-6, PE-100) 97 110 mm dia HDPE pipe (PN-6, PE-100) 98 90 mm dia HDPE pipe (PN-6, PE-100) 99 Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete. 100 Sluice Valve 101 350 mm dia 102 300 mm dia 103 250 mm dia 104 200 mm dia 105 150 mm dia 106 125 mm dia 107 100mm dia 108 80 mm dia 109 Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance. 110 Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including all taxes. 111 Supply of 25 mm dia screwed down type air valve with gun metal seat at site stone including all taxes. 112 Supply of all materials, labour T&P etc. required and construct surface box/masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete. 113 Masonry type 114 Surface box type 115 scour valves chamber 116 Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 117 Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 118 Construction of single pillar type masonrystand post as per type design. 119 Provision for crossing of drains for laying of pipe line including dismentalling of drains & reconstruction of the same.drains including of Casing pipe as per Unite Estimate Minimumwidth of Nalas 0.75M 120 Culvert Crosing3.5 M and above with M.S Cover Pipe etc. Complete. 121 Design and construct Thrust Block made in CCwith cement. Coarse sand& 20 mm guadge stone balast in proporation1;2;4 for pipe line , including supply of M.S. reinforcment wroughttorequired shape as nessasary , its bending fixing andbending the same with 0.5 mm thick bending wire in position and nessa -sary centering shuttring including curing as per instr -uction of EI. Size Of thrust Block-0.80x0.80x.0.80 M 122 Reinstatement of following type of road surface for laying pipe line including sorting out of serviceable materials and disposal of unserviceable materials upto a distance of 8 KM. 123 B.O.E. Road with 40% new bricks and 60%used old bricks over 30mm compacted local sand including all materials,labour,T&P etc complete 124 Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete 125 C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete. 126 Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete. 127 Provision of house connection using 15 mm HDPE/GI pipe averag 4 meter long ,gunmetal ferrule, heavy dutyPVCclamp, GI fittingsand Two tap etc all complete. 128 For KR Road 129 For BR Road 130 For CC Tile Road 131 For CCRoad 132 ProvidingMSpipe for casing including cartage upto site cutting weldingetccomplete.& Trenchless excavation of road and placing ofMS pipe in proper position and filling of extra earth removedduring excation, removing of surplus earth from work place etcall complete. 133 350 mmdia 6 mm thick with casing(zone-2) 134 200 mmdia 6 mm thick with casing(zone-3) 135 Supply of all materials labour,T&P etc and constructi -onof followingtype chambers as per type design of the department. For Trenchless Size Of Chember 1.50x1.50x3.30M 136 Provision for diversion of routes fo laying of pipe line including constructionoftemporarypassages if necessarymaking berikatingby ballies fixing sign board etc as per requirement. 137 Pump House cumchlorinating room(3.60x3.0x3.0)m and (2.25 x 2.25x 3.00)m for Zone-1 &2 )- 4 Nos 138 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 8 KM from the center of the foundation trenches. 139 Concrete with 40 mm gauge Ist class brick ballast, coarse sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper completion of work. 140 Ist class brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper completion of work. 141 20 mm thick DPC With cement and approved coarse sand 1 :2including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 142 M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of the work. 143 150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mm stone grit 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 144 Ist class brick work in 1:6 cement and Coarse sand mortar in super structure including supply of all materials, labour,T&P etc required for proper completion of work. 145 Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings. 146 Supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and welding to required shape also including other material such as nails and screws etc. required for proper completion of the work. 147 R.C.C in lintel with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 148 R.C.C in sun shade with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing supply of all materials, labour,T&P etc required for proper completion of work. 149 R.C.C in slab with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 150 Mild steel or Iron work in plain work such asR.C.C. Work wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 151 Mild steel grills in windows, wrought to required heavy/ small size form including supply of all materials,labour,T&P etc. Required for proper completion of the work. 152 Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete. 153 Lime concrete with 25mm gauge brick ballast, white lime and surkhi in the proportion 100:18:36 in roof terracing including supply of all materials,labour,T&P etc. Required for proper completion of the work. 154 12 mm thick plaster with cement coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work. From GL upto super structure. 155 Same as above item but in proprtion 1:2:2 with cement and coarse sandand fine sand mortar on ceiling 156 Supply andfixing 40 mm thick fully panelled sheesham wood shutter including supply and fixing and adjustment if hinges bolt, locks,handels ,spring and other fittings but excluding painting, supply of fittings 157 same as avobe but glazed windows shutters 158 Supply and fixing of oxidised iron fitting of approved make for doors and windows. 159 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 160 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 161 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 162 Supply and fixing of Grider of 250 mm x 125 mm including its painting with approved paint and also one coat of primer.(SOR:1149) ISMB 250X125MM waight @ 47.30 kg per meter 163 Sand filling in plinth including supply of excavated earth from distance of eight km. 164 Supply of all materials, labour, T&P etc. required for the construction of stilling chamber V notch chamber90*90 mm including supply of V notch etc. all complete. 165 Rain water down pipe 100 mm dia AC/PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.SOR 1286 166 Cartage & cost of earth work in filling in plinth including supply of excavated earth from distance of eight km. 167 25 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part ist class brick ballast 40 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work. 168 Construction of RCC 1:1.5:3 main hole cover 700X700 opening in roof slab & fixing it at opening encluding supply of all materials etc complete. 169 Boundary Wall, Approach Road & Site Development 170 Construction of boundry wall 1.8 meter height 0.23 M thick above P.L with RCC plinth beam of 0.20MX0.35 M ,RCC Coping.10M thickTotal foundation depth 1.35M asperdepartmental type design enclosed in drawingincluding Plastring,PCC,RCC,Colour painting with apex or ISI weather proof paint over two caot wall putty etc. supply ofallmateriallabourT&Petc required for completion of work. 171 Construction of boundry wall extra brick work due to lo land as per required for completion of work 172 Supply of all materials labourT&P etc and construction ofgate pillars and fixingthe MS gate in position including its fabrication etc as per departmental type design 3.6 M wide & 1.2 M heightgate. 173 3.60 m wide & 1.20 m height gate with wicket gate. 174 ConstructionofCC Tile (80 mm thick M-30 tile) approach road over 75mm thickPCC1:4:8including Prepata -tion of Sub grade etc. complete.(OHT Camp.) 175 Earth filling in the water workscompound including carting of soil from 5-6 Km from site, spreading in 15 cm layer, watering, ramming upto optimum moisture content level etc all complete. 176 Construction of recharge well unit connectingBye PassofTube well, Over flow of OHT & rain water of Engineers Quarter / Staff Quarter etc complete. 177 Provision for inside Construction of Rectangular 300X300 mm drain in water works compus. 178 Slogan painting workfor awairness of save water and motivational quotes for saving water including supply of colours,paint and all material ,labour T&P for proper completion of work. 179 Provision of Tree & fixing of sign board at water works compound include- ing cost of tree,tree guard manaur, mali etc. complete. 180 Scada room cum Lab(1 No), Staff Quarter (2 Nos.) 181 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 182 Concrete with 40 mm gauge Ist class brick ballast,localsand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper compltion of work. 183 Ist class brik work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work. 184 20 mm thick D.P.C. With cement and approved coarse sand 1 : 2 including supply of 5% water proofing material, labour, T&P etc required for proper compltion of work. 185 Ist class brik work in 1:6 cement and local sand mortar in Super Structure and plinth including supply of all materials, labour,T&P etc required for proper compltion of work. 186 Same item as above but half brick thick wall. 187 Supply and fixing of door& Window chaukhat fabricated with50 x 50 x 6 mmsize angle iron or other suitable angle iron and T iron and MS fabricated with 203 cm, flat iron or well mess size as directed by Engineer- in- charge. This item include supply and fixing 3 hinges 10 cm size on each faced door and window with one coat of red oxide primer painting including carting, loading,unloading etc complete and also supply of all materials, labour,T&P etc complete. 188 Supply and fixing of holdfasts for door , windows frames. 189 R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 190 R.C.C. Work in plinth beam cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 191 R.C.C. Work in slab cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 192 Mild steel or Iron work in plain work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 193 Supply and fixing of Z section window frames and sutter openabele out side as per drawing and design approved by E/I hinges of approved qualitie M.S. or CI handals , holdfast 4 nos of MS Flat 25X5 mm and 150 mm Long pegs of MS 30 cm long having 4 holes with pagester and brackets welded or revited to frame complete including the cost of glass panes and including supply of all materials , labour T&P etc complete. 194 12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto supper structure. 195 Same as above but in proprtion 1:4 with cement and fine sand mortar on ceiling 196 Supply and fixing 3 mm glass strip in postion including supply of all material, labour T&P etc complete. 197 Supply and fix 40 mm thick sheesham wood part paneled and part glazed door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, handles, springs and othr fitting but excluding painting and supply of fittings. 198 Supply of oxidized iron fittings of 16.20 approved make for doors and window. 199 Mild steel or iron work in windows grills wrought to required form including cutting moulding and welding where necessary and also including supply of steel bolts nuts screws etc. and their fixing as required for proper completionof the work. 200 Supply of galvanised mosquito proof heavy quality iron wire gauge 1.50 mm mesh or any other size over windows including supply of shisham wood pattens 50x12 mm necessary screws all materials labour T&P etc. required for 5.40 proper completion of the work 201 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 202 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 203 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 204 Providing & Laying vitrified Floor Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:4 including grouting of joints with cement and maching pigment etc.complete. size 600mmX600mm. 205 Providing & Laying vitrified Wall Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:3 including grouting of joints with cement and maching pigment etc.complete. size 300mmX300mm. 206 115 mm String or drip coarse of Ist. Class brick in 1:6 cement and coarse sand Mortar including Plastering, cutting drip notch as required and including supply of all material, labour T&P etc. required for proper completion of work. 207 Sand filling in plinth including supply of excavated earth from distance of eight km. 208 Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete. 209 Supply and fixing fan hooks box type including supply of all material, labour T&P etc complete. 210 Provision for internal electrificationincluding supply of ceiling fan,LED Bulbetc all material, labour T&P etc complete. 211 Provision for water supply and sanitry works includingsupply of all material, labour T&P etc complete. 212 Repeir work of OHT for Zone-3 (135 KL/20M) 213 Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHTfor repair and strengthning as per direction of engineer in-charge. 214 dismantling old water proofing layer from inside and applying new water proof plaster with approved compound and cement mortar such that rectifying all kind of seepage/leakage from OHT including supply of all materials, labour T&P etc complete. 215 Dismantling of old /existingCC flooring and disposal of debris upto 50 m including all labour T&P required complete. 216 40 mm thik 1:2:4 PCC floor with cement coarse sand and 20 mm stone ballast laid in panels finished with 3 mm floating coat of neat cement and 7.5 cm thik base concrete consisting of cement,local sand and brick ballast in proportion of 1:6:12 including all materials, labour T&P required complete. 217 Painting of outer surface of OHT with wheather proof paint (like apex etc.) as per direction of engineer in-charge. 218 Repeir work of OHT for Zone-4 (1600 KL/20M) 219 Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHTfor repair and strengthning as per direction of engineer in-charge. 220 dismantling old water proofing layer from inside and applying new water proof plaster with approved compound and cement mortar such that rectifying all kind of seepage/leakage from OHT including supply of all materials, labour T&P etc complete. 221 Dismantling of old /existingCC flooring and disposal of debris upto 50 m including all labour T&P required complete. 222 40 mm thik 1:2:4 PCC floor with cement coarse sand and 20 mm stone ballast laid in panels finished with 3 mm floating coat of neat cement and 7.5 cm thik base concrete consisting of cement,local sand and brick ballast in proportion of 1:6:12 including all materials, labour T&P required complete. 223 Supply and fixing of Ventilator Jali at OHT including repairing of the ventilator and fixing the same properly including supply of all material labour, T&P etc. Required for proper completion of work. 224 Supply and fixing of 20mm dia medium quality of G.I pipe relling with MS angle iron post of section 50x50x6 and 1.00 m height including grouting the angle iron post properly and fixing the pipe railingincluding supply of all material labour, T&P etc. Required for proper completion of work as per direction of Engineer incharge 225 Repairing of railing 20 mm medium quality 226 Supply and fixing of following device of the OHT including repairing of the ventilator and fixing the same properly including supply of all material, labour,and fixing of all appliances in the cleats with screw or nales T&P etc. Required for proper completion of work 227 Water level indicator with complete marked scale 228 Lightening Conductor with copper plate 229 Painting the iron work in small area with one coat of anti corrosive primer coat and two coat of approved enemal paint including supply of all material labour T&Petc as per direction of engineer in-charge. 230 Painting of outer surface of OHT with wheather proof paint (like apex etc.) as per direction of engineer in-charge. 231 Repair work of Pump House cumchlorinating room for (zone-3 & zone-4) 232 Scrapping and dismantling of old plaster of pump house and disposal of debris to a distance of atleast 50 m from site 233 dismantling of old RB or RC or RCC floor of pump housestaking of useful brick anddisposal of debris to a distance of atleast 50 m from site 234 40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work. 235 Supply and fixing 3 mm glass strip in postion including supply of all material, labour T&P etc complete. 236 12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto super structure. 237 White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work. 238 Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work 239 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 240 Provisionfor internal& external , electricworks including cost of all fixtures & cost of fittings, LED bulb, switch with conduet wiring fitting} pipes etc. & supply of all materials labour T&P etc. required for proper completion of the work & including cost of earthingpits and connection etc. complete. (for 3 nos PH) 241 Rain water down pipe 100 mm dia AC/PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work. 242 E&M works 243 CONSTRUCTION OF NEW TUBEWELL for Zone1 & 2 244 Transportation, Erection, Dismantling of Rig Machine and its T&P 245 Transportation, Erection, Dismantling of Compressor 250/350 PSI 246 Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test 247 Supply of Tubewell Assembly 248 M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. 249 (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 250 300 mm dia M.S. Pipe 251 200 mm dia M.S. Plain/slotted 252 PEA-GRAVEL (As per IS:4097) 253 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell 254 Drilling of bore by rig machine As Per IS:2800(Part I & II): 255 Drilling of bore by 600 mm dia bit GL to 40 mt. BGL. 256 Drilling of bore by 500 mm dia bit from 40 mt GL to 100 mt. BGL. 257 Drilling of bore by 500 mm dia bit 100 m BGL to 140 m. BGL. 258 Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: 259 Lowering of 300 mm dia M.S. Housing pipe from GL to 36 m.BGL 260 Lowering of 200 mm dia M.S. Plain/slotted pipe 36 m. BGL to 100 m. BGL 261 Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 126 m. BGL 262 Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. 263 Development and testing of tube well by Air Compressor. 264 Development and testing of tube Well O.P.Unit to yield sand free Discharge. 265 Chemical and Bacteriological 266 test (Analysis of water sample) 267 Logging of borehole by departmental/approved electric logger 268 SITC OF PUMPING PLANT AND STABILIZER FOR ZONE 1 & 2 269 Supply, Installation, testing and Commissioning of 1250 lpm , 52 mtr Head For Zone-1 (2 nos) & 1200 lpm , 56 mtr Head For Zone-2 (2 nos)Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 270 SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves 271 Soft starter for above 25 HP pumpset with RS 485 Port-400V Class for above pumpset 272 SITC of 40 kva stabilizer for above pumpset 273 SITC of equipments for the items as given below : 274 Pressure transmitter 275 Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 276 Coloumn Pipe 5 mtr long 277 SITC OFSCADA /AUTOMATION WORK OF NEW PUMPING PLANT OF ZONE 1 & 2 278 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 279 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 280 CE/UL certifeid Intelligent Smart Energy Meter 281 CE/UL Certifeid Electromagnetic Flow Meter 150 mm size 282 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 283 CE/UL certifeid Surge Protecter for control panel. 284 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 285 Complete cabling including power cables of all equipment. 286 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 287 Installation, commissioning & testing trial for tubewell 288 SITC OF AUTOMATIC CHLORINATION SYSTEM OF ZONE 1 & 2 289 Automatic Chlorination System compatible to SCADA system 290 SITC OF E&M WORK AT NEW OHT OF ZONE 1 & 2 291 CE/UL certifeid Radar Type level transmitter for OHT. 292 Actuator with new metal sheeted sluicevalve suitable to OHT outlet dia. 293 CE/UL certifeid Electromagnetic Flowmeter suitable for OHT outlet dia. 294 Installation, commissioning & testing trial for OHT 295 SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 296 Lighting at Water works campus with solar panel and LED light of 1 set 297 SITC OF STABILIZER AND OTHER REQUIRED E&M EQUIPMENTS OF ZONE 3 298 Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 299 SITC of 25 kva stabilizer for above pumpset 300 Pressure transmitter 301 Internal electrification of pump house 302 CE/UL certifeid Actuator with new metal sheeted valves 303 SITC OF AUTOMATIC CHLORINATION SYSTEM OF ZONE 3 304 Automatic Chlorination System compatible to SCADA system 305 SITC OF SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT OF ZONE 3 306 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 307 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 308 CE/UL certifeid Intelligent Smart Energy Meter 309 CE/UL Certifeid Electromagnetic Flow Meter of suitable size 310 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 311 CE/UL certifeid Surge Protecter for control panel. 312 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 313 Complete cabling including power cables of all equipment. 314 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 315 Installation, commissioning & testing trial for tubewell 316 SITC OF EXISTING OHT AUTOMATION SYSTEM AT ZONE 3 317 CE/UL certifeid Radar Type level transmitter for OHT. 318 Actuator of 200 mm dia size with metal sheeted sluicevalve 319 CE/UL certifeid Electromagnetic Flowmeter 200 mm dia size 320 Installation, commissioning & testing trial for OHT 321 SITC of UPS 5 kva single phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 322 Lighting at Water works campus with solar panel and LED light of 1 set 323 SITC OF CHLORINE ANALYZER FOR ZONE 3 OHT 324 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm)b) Analyzer with RS 485 O/P 325 CONSTRUCTION OF REBORE TUBEWELL (300x200mm dia) FOR ZONE 4 326 Transportation, Erection, Dismantling of Rig Machine and its T&P 327 Transportation, Erection, Dismantling of Compressor 250/350 PSI 328 Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test 329 Supply of Tubewell Assembly 330 M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. 331 (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 332 300 mm dia M.S. Pipe 333 200 mm dia M.S. Plain/slotted 334 PEA-GRAVEL (As per IS:4097) 335 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell 336 Drilling of bore by rig machine As Per IS:2800(Part I & II): 337 Drilling of bore by 600 mm dia bit GL to 40 mt. BGL. 338 Drilling of bore by 500 mm dia bit from 40 mt GL to 100 mt. BGL. 339 Drilling of bore by 500 mm dia bit 100 m BGL to 140 m. BGL. 340 Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: 341 Lowering of 300 mm dia M.S. Housing pipe from GL to 36 m.BGL 342 Lowering of 200 mm dia M.S. Plain/slotted pipe 36 m. BGL to 100 m. BGL 343 Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 126 m. BGL 344 Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. 345 Development and testing of tube well by Air Compressor. 346 Development and testing of tube Well O.P.Unit to yield sand free Discharge. 347 Chemical and Bacteriological 348 test (Analysis of water sample) 349 Logging of borehole by departmental/approved electric logger 350 SITC OF PUMPING PLANT AND STABILIZER FOR ZONE 4 351 Supply, Installation, testing and Commissioning of 2000 lpm , 52 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 352 SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves 353 Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 354 SITC of 60 KVA stabilizer for above pumpset 355 SITC of equipments for the items as given below : 356 Pressure transmitter 357 Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 358 Coloumn Pipe 5 mtr long 359 SITC OF SCADA /AUTOMATION WORK OF REBORE PUMPING PLANT FOR ZONE 4 360 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 361 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 362 CE/UL certifeid Intelligent Smart Energy Meter 363 CE/UL Certifeid Electromagnetic Flow Meter 150 mm size 364 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 365 CE/UL certifeid Surge Protecter for control panel. 366 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 367 Complete cabling including power cables of all equipment. 368 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 369 Installation, commissioning & testing trial for tubewell 370 SITC OF AUTOMATIC CHLORINATION SYSTEM FOR REBORE TUBEWELL OF ZONE 4 371 Automatic Chlorination System compatible to SCADA system 372 SITC OF EXISTING OHT AUTOMATION SYSTEM AT ZONE-4 373 CE/UL certifeid Radar Type level transmitter for OHT. 374 Actuator of 400 mm dia size with metal sheeted sluicevalve 375 CE/UL certifeid Electromagnetic Flowmeter 400 mm size 376 Installation, commissioning & testing trial for OHT 377 SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 378 Lighting at Water works campus with solar panel and LED light of 1 set 379 SITC OF STABILIZER AND OTHER REQUIRED E&M EQUIPMENTS AT EXISTING TUBEWELL OF ZONE 4 380 Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 381 SITC of 60 kva stabilizer 382 Pressure transmitter 383 Internal electrification of pump house 384 CE/UL certifeid Actuator with new metal sheeted valves 385 SITC OF SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT FOR ZONE 4 386 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 387 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 388 CE/UL certifeid Intelligent Smart Energy Meter 389 CE/UL Certifeid Electromagnetic Flow Meter 150 mm size 390 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 391 CE/UL certifeid Surge Protecter for control panel. 392 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 393 Complete cabling including power cables of all equipment. 394 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 395 Installation, commissioning & testing trial for tubewell 396 SITC OF AUTOMATIC CHLORINATION SYSTEM FOR EXISTING TUBEWELL OF ZONE 4 397 Automatic Chlorination System compatible to SCADA system 398 SITC OF CHLORINE ANALYZER FOR ZONE 1, 2 & 4 OHT 399 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm)b) Analyzer with RS 485 O/P 400 TRIAL RUN OFTHREEMONTHS FOR ALL ZONE 401 Three months trial run of electro mechanical work with Expenditure on hypo chloride solution,Chaukidar, watch & ward etc for whole scheme 402 SITC OF ELECTRO MECHANICAL EQUIPMENTS ATLOCAL CONTROL STATION 403 CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification. 404 Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. 405 CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents.( 1 No.For LCS and 4 Nos for tubewells which are not constructed in OHT Campus) 406 Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. 407 GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. 408 CE/UL certified Firewall for network protection. 409 Surge protector for eternet communication protection. 410 industrial grade Ethernet Switch. 411 canon/hp Laser printer1018 or equivalent 412 Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C . 413 Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days 414 Trial run charges for LCS for 3 months 415 Granting permission Charges for crossing of Moradabad-Bareilly Railway line from railway

Key Value

Document Fees
INR 23600 /-
EMD
INR 2000000.0 /-
Tender Value
INR 19.48 Crore /-

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