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Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require, raebareli-Uttar Pradesh

Government Departments has published Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require. Submission Date for this Tender is 26-06-2024. Pump House Construction Tenders in raebareli Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43626683
Corrigendum : Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require
Open Tender
Indian
Uttar Pradesh
Raebareli
26-06-2024

Tender Details

Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 CIVIL WORK 2 Construction of Pump House- Cum-Chloronome of size 3.60 x 3.0 M x 3.6 & 1.80 x 1.20 x 3.0 M including supply of all materials, labour, T&P etc. required for proper completion of work as per departmental type design. 3 Excavation of earth in foundation in ordianry soil with lift upto 1.5 m & lead upto 50 m filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 4 100 mm thick concrete with 40 mm guage stone ballast, coarse sand & cement in proportion of 1:4:8 in foundation including supply of all materials labour, T&P etc required for proper completion of the work. 5 Ist class brick work in 1:4 cement,coarse sandmortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work. 6 40 mm thick damp proof coarse with 1:2 cement, approved coarse sand and 12 mm stone grit including 5% water proofing materials or in the proportion as specified by the manufactures including supply of all materials labour T&P etc required for proper completion of the work and including curing and shuttering as necessary. 7 Ist class brick work in 1:4 cement, coarse sand mortar in superstructure including supply of all materials, labour, T&P etc required for proper completion of the work. 8 R.C.C. work in with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of (1:1:5:3) excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire ( to be supplied by the contractors) and including necessary centering and shuttering supply of all material, labour T&P etc required for proper completion of the work. 9 Same as item1.6 but in sunshade 10 Same as item1.6 but in beam 11 Same as item1.6 but in slabs 12 Cement concrete with 20 mm guage approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc required for proper completion of work in bed block for lintel, hold fast etc with proper shuttering 13 Mild steel or iron work in R.C.C. work wrought to required shape as necessary including bending for proper completion of work including supply of steel & wastage etc. 14 Supply and fixing of M.S. angle iron door chaukhats of 40mmx40mmx6mm size with hold fasts including simple moulding, welding work and also supply of all materials, labour, T&P etc required for proper completion of the work as per direction of Engineer incharge. 15 Supply and fixing of the M.S. angal iron M.S. window, with grill, as per departmental drawing including supply and fitting of handle locking arrangment etc complete. 16 supply and fixing of 4mm thick glass panel of z section windows including supply of MS clip and ISI marked puttyetcrequired for proper completion of work. 17 Provide 20mm thick plaster 1:2 in cement and coarse sand over R.C.C. roof including cleaning and washing the dust or any other foreign matter including supply of all material, labour T&P etc required for proper completion of the work. 18 12 mm thick 1:4 plaster with cement, coarse sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc required for proper completion of work. 19 Same as above item No. 1.14 but in proportion 1:4 with cement andsand mortar on ceiling. 20 20 mm thick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels, finished with 3 mm floating cost of neat cement of 1:5 cement and marble dust including supply of all materials, labour, T&P etc required for proper completion of work. 21 25 mm thick 1:2:4 P.C.C. floor and apron with cement and coarse sand & 20 mm gauge approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement andsand and stone ballast 4 cm gauge in proportion of 1:4:8 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completion of the work. 22 Supply and fixing 32 mm thick ISI marked waterproof ply wood door, window including supply and fixing and adjustment of hinges bolts locks, handles, springs and other fitting but excluding supply and painting of fittings. 23 Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish includig supply of all materials, labour, T&P etc required for proper completion of the work. 24 Supply & fixing of rolled steel joists ISMB 200 mm x 100 mm size including its painting with approved paint and also paint of primer etc required for proper completion of the work. 25 20 mm wide drip coarse with cement mortar in proportion of 1:3 with cement andsand. 26 25 mm thick 1:2:4 P.C.C. Apron ( 600 mm wide) with cement and coarse sand & 20 mm guage approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement and local sand and Ist class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completeof the work. 27 Construction of 100 mm wide PCC drain in proportion of 1:2:4 cement, coarse sand & 12 to 20 mm stone grit over baseconcrete in proportion of 1:4:8 cement, sand & 40 mm gauge stone ballast including supply of all materials labour, T&P etc required for porper completion of work. 28 150 mm thick local sand filling under floor includingsupply of local sand ,filling watering and ramming etc. for proper completion of the work 29 Supply and fixing of rain water 110 mm dia 6kg/cm² PVC pipe with bend and clamp etc all complete. 30 Finishing wall with two coat wall putty and water proofing cement paint of approved make ISI Marked and colour three coats over one coat of white cement priming coat to give an even shade including curing and supply of all materials, labour T&P etc all complete. 31 Supply and fixing of cement jali 30 x45 cm at the floor level in the Chloronome for proper ventilation. 32 Provide 3 mm thick floating coat of neat cement over the previously made plaster e.g. By pass chamber etc. 33 Providing 150 cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with rich cement and coarse sand mortar in sunshades. 34 Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar. 35 25 x 3 mm 36 40 x 3 mm 37 Delivery of by pass chamber, excavation and laying of P.V.C. pipe 160 mm dia , including supply of pipe and labour T&P etc complete. 38 Supply and fixing of 90 degree V-notch 6mm thick M.S. Plate with sharp edged & scale etc complete as per direction of engineer - in - charge. 39 Site clearence of the site including disposal of earth / sand availaboe at site during develipment of tubewell and due to any other cause and refilling of trenches made during construction of Tubewell 40 OHT 41 Construction of OHT(1600KL/22 M Staging) inluding soil investigtion, andstructuraldesign , Supply ofall materials, labours and t&p etc. required at the site of work and construct R.C.C. over head tank above mentioned capacity and staging including the cost of construction of following appurtenant works. 42 1m wide R.C.C. balcony around the tank 43 1m wide R.C.C. stair case from ground upto the balcony ofthe tank 44 Lightening conductor as per Indian electricity rules. 45 Water level indicator as per deptt. specification 46 20 mm. G.I. pipe (mediumquality) railing with 50 x 50 x 6 mm. 1.2 m. high angle iron posts1.5 m. c/c on both sides of the stair case (pipe in 3 rows) and balcony (pipe in 3 rows) 47 50cm. wide M.S. ladder with 50x50x6 angle iron and 20 mm. rungs at 25 cm. c/c/, from balcony to the top dome of the tank and from there to the bottom dome of the tank inside it. 48 60x60 cm. M.S. manhole cover with locking device. 49 Supply, erection, fixing in position and jointing of following D.I.D/F pipes with sluice valves and specials 50 ISI marked D.I.D/F pipes, K-9 class A as per IS-1537/1960 51 Inlet- 350 mm - 30m01 nos 52 -200 mm - 30m01 nos 53 Outlet - 500 mm - 27m 01 nos 54 Over flow - 350 mm - 30m 01 nos 55 Washout - 100 mm- 27m01 nos 56 ISI marked C.I.D/F sluice valves as per IS- 780/1969 57 Outlet - as per distribution dia - 1 No. 58 Washout - 100 mm - 1 No 59 ISI marked C.I.D/F specialsas per IS 1538 60 Clamping the vertical pipes with columns by clamps of 50 x 6mm. M.S. flat 1.5m c/c/ including the cost of all jointing materials such as nut bolts and washers etc. 61 Weather proof painting on outer surfaces of R.C.C. work with ISI marked cement paint in 3 coats. 62 Painting of M.S. ladder, railing and vertical pipes with ISI marked enamel paint in 3 coats and supply and fixing of M.S. Gate including all materials etc complete 63 Floor and apron and construction of Nali around the floor at the ground level upto 15cm. beyond the entire projected area of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75 mm., P.C.C. 1:4:8 as per deptt. specifications. 64 Sluice valve chambers - 2 Nos. (As per type design) 65 Testing of tank for water tightness etc. for propoer completion of the work. 66 Site. Clearance and soil investigation report along with interpretation and recommendation of safe bearing capacty of soil for construction of OHT 67 Rehabiliation of divisional office including repairing of old existing structure,fixing of new sanitary fittings & construnction of new toilet with mail and female urinal,wall panneling,supply and repairing of electrical equipements,repairing of roof ,supply and fixing of furniture and electrical equipements with all labour material T&P etc all complete (Details attached in tender documents) 68 CWR 69 Construction of Clear Water Reservoir (CWR) with staircase for cleaning CWR, epoxy coating minimum 10 microns on CWR walls, SS 304 hand railing around staircase with chequered tiles, pumphouse with water proofing treatment at roof and chloronome of following Capacity includingsupply of structural/hydraulic drawing and design,supply of all materials, labour and T&P etc complete as per detailed design and drawing supplied (duly vetted by any IIT/NIT) by the contractor and approved by the competent authority with construction of screen channel and fabrication and installation of screens properly painted (1 coat primer + 2 coats paint) as per satisfaction of Engineer in-charge .(Capacity 400 kl_Civil Works) Site. Clearance and soil investigation report along with interpretation and recommendation of safe bearing capacty of soil for construction of CWR 70 RISING MAIN 71 Supply,carting laying and jointing of ISI marked S&SCentrifugally Cast (Spun) DuctileIron pipesas per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 including Supply of all DI specials fitting tail piece , distance piece, bend etc as required site of work as per conformation to I.S. suitable for above DI pipes F.O.R. destimation and all taxes and insurance etc for proper completion of work as per direction of engineer in charge 72 250 mm dia - Class K-9 PH TO CWR 73 350 mm dia - Class K-9 CWR TO OHT 74 Earthwork in excavation in pipe linewith lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete. 75 In ordinary soil 76 Supply,Carting of following sizes screwed down type C.I. single ball air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling etc complete with all respect. 77 50 mm dia 78 Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design(with RCC cover) 79 Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe. 80 Supply of reinforcement including cutting bending etc complete for surface reinforcement. 81 Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete. 82 More than 3.0M 83 Less Than 3.0M 84 Dismantlingof following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials. 85 Interlocking Road 86 Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. As per PWD specifications (Detail attached) deducted gst 87 Interlocking Tiles using old tilesonly 88 Interlocking Tiles using new tilesonly 89 Distribution system 90 Supply, carting, laying & fusion welding jointing of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with fusion jointing and all materials and specials conforming to latest / relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading unloading and lowering the same into trench and laying to true alignment and gradient into trenchesincluding sectionaltesting of pipe/500.00 meter etc all complete as per instructions of Engineer -in - charge. 91 90 mm dia HDPE Pipe PN-6, PE:100 92 110 mm dia HDPE Pipe PN-6, PE:100 93 140 mm dia HDPE Pipe PN-6, PE:100 94 160 mm dia HDPE Pipe PN-6, PE:100 95 200mm dia HDPE Pipe PN-6, PE:100 96 Supply,carting,laying & jointingof following sizes (D.I.) pipes for rising main/distribution system lowering the same into trenches and laying to true alignment and gradient including testing of pipe,cutting of pipe etc conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as all specials conforming to latest/relevant I.S. specifications suitable for D.I pipes as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc..with all respect complete as per instructions of Engineer -in - charge. 97 250 mm dia DI Pipe K-7 98 300 mm dia DI Pipe K-7 99 350 mm dia DI Pipe K-7 100 400 mm dia DI Pipe K-7 101 450 mm dia DI Pipe K-7 102 500 mm dia DI Pipe K-7 103 Supply,carting,laying & jointingof following sizes (D.I.) pipes for rising main/distribution system lowering the same into trenches and laying to true alignment and gradient including testing of pipe,cutting of pipe etc conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as all specials conforming to latest/relevant I.S. specifications suitable for D.I pipes as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc..with all respect complete as per instructions of Engineer -in - charge. 104 Sluice valve 105 80 mm dia 106 100 mm dia 107 150 mm dia 108 200 mm dia 109 250 mm dia 110 300 mm dia 111 350 mm dia 112 400 mm dia 113 450 mm dia 114 500 mm dia 115 Scoure valve 116 80 mm dia 117 100 mm dia 118 Supply, carting and jointing ofsingle / double ball type air valve conforming to latest/relevent I.S. specifications including fixing in position boring and therding in main etc all complete work with all taxes and insurance, 119 50 mm 120 80 mm 121 Supply,carting of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work including supply of jointing materials ,flange joint and Valve fittings etc. complete as per instructions of Engineer -in - charge 122 Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge. (OD+600)mm 123 In ordinary soil 124 Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design. 125 Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve) 126 Masonry type with RCC cover (more than 150 mm dia valve) 127 Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design(with RCC cover) 128 Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design(with RCC cover) 129 Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. 130 Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction. 131 Provision for following types of NALA/ Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in charge. ( casing of pipe is done by concreting) 132 Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm 133 Nala/Culvert Crossing Dia above 300 mm 134 Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials. 135 Bituminous Road as per Nagar panchayat 136 Bituminous Road as per PWD Specifications 137 B.O.E. Road 138 C.C. Road 139 Interlocking Tiles 140 Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. As per PWD specifications (Detail attached ) 141 Bituminous Road as per Nagar panchayat 142 Bituminous Road as per PWD Specifications 143 B.O.E. Road 144 C.C. Road 145 Interlocking Tiles using old tilesonly 146 Interlocking Tiles using new tilesonly 147 Trenchless Crossing :- Survey site Investigation Planningdesign Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. 148 State Highway road crossing (Upto Dia 350 mm) 149 Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. 150 100 mm dia. Pipe 151 150 mm dia. Pipe 152 200 mm dia. Pipe 153 250 mm dia. Pipe 154 300 mm dia. Pipe 155 350 mm dia. Pipe 156 400 mm dia. Pipe 157 450 mm dia. Pipe 158 500 mm dia. Pipe 159 STAFF QUARTER 160 Supply of all meterials, labour, T&P, complete and construction of Single Room Staff quarter for pump operator, chukidar, pump attendent and other as per departmental type design. 161 Excavation of earth in foundation in ordianry soil with lift upto 1.5 m & lead upto 50 m filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 162 100 mm thick concrete with 40 mm guage stone ballast, coarse sand & cement in proportion of 1:4:8 in foundation including supply of all materials labour, T&P etc required for proper completion of the work. 163 Ist class brick work in 1:4 cement,coarse sandmortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work. 164 40 mm thick damp proof coarse with 1:2 cement, approved coarse sand and 12 mm stone grit including 5% water proofing materials or in the proportion as specified by the manufactures including supply of all materials labour T&P etc required for proper completion of the work and including curing and shuttering as necessary. 165 Ist class brick work in 1:4 cement, coarse sand mortar in superstructure including supply of all materials, labour, T&P etc required for proper completion of the work. 166 Supply and fixing of M.S. angle iron door chaukhats of 40mmx40mmx6mm size including supply and fixing hinged as per direction of Engineer-in-charge. 167 Supply and fixing of the Z- section M.S. window as per departental drawing inclduing supply and fitting of handle locking arrangement etc complete. 168 Supply and fixing of approved quality Plywood Door shutters of required size of 32 mm thick I.S.I. marked waterproof including al labour, T&P steel fitting e.g. tower bolt, sliding bolt, handle etc complete but excluding painting as per direction of Engineer Incharge. 169 Supply and fixing of 4 mm thick glass panes in panel of Z-section M.S. Iron windows including supply of M.S. Clip ad I.S.I. Mark putty etc as required for proper completion of the work. 170 R.C.C. work with cement, coarse sand and 20 mm gauge stone ballast in proportion of 1:2:4 in following excluding supply of reinforcement and its bending, but including its ixing and binding the same with 0.50 mm thick binding wire and including necessary centring and shuttering supply of all materials, labour, T&P etc required for proper completion of the work. 171 R.C.C. Slab 172 R.C.C. beam 173 R.C.C. Lintel 174 R.C.C. Sunshade 175 Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc required for proper completion of work in bed block for lintel, hold fast etc with proper shuttering. 176 Mild steel or iron work in plain work such as R.C.C. work wrought to required shape as necessary inclduing bending for proper completion of the including supply of all materials, labour T&P etc required for proper completion of work of steel and wastage. 177 Filling of Local Sand in Plinth 178 tiles flooring with approved brand including 25 mm thick 1:2:4 P.C.C. floorwith cement and coarse sand & 20 mm gauge approved stone ballast and 75 cm thick base and concrete consisting of cement andsand and Ist class stone ballast 40 mm gauge in proportion of 1:4:8 and also including dado 150 mm with supply of all materials, labour, T&P etc required for proper completion of work. 179 12 mm thick 1:4 plaster with cement, coarse sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc required for proper completion of work. 180 Same as above item no.6.16 but in proportion 1:3 with cement and sand mortar on ceilling. 181 25 mm thick 1:2:4 P.C.C. Apron ( 600 mm wide) with cement and coarse sand & 20 mm guage approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement and local sand and Ist class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completeof the work. 182 Construction of 100 mm wide PCC drain in proportion of 1:2:4 cement, coarse sand & 12 to 20 mm stone grit over base concrete in proportion of 1:4:8 cement , local sand & 40 mm guage brick ballast including supply of all materials labour T&P etc required for proper completion of work. 183 20 mm wide drip coarse with cement mortar in proportion of 1:3 with cement and sand. 184 20 mm thick dado plaster with cement mortar in proportion of 1:2 cement and coarse sand including supply of all materials, labour T&P etc required for proper completion of work. 185 Painting or varnishing over new iron work or new wooden work with one coat primer and two coat of approved paint or varnish including all materials labour T&P etc required for proper completion or the work. 186 Supply and fixing of rain water pipe P.V.C. 110 mm with bend and clamp etc all complete. 187 Finishing ofwalls with two coat wall putty of approved make ISI Marked and colour three coats over one coat of white cement priming coat to give an even shade including curing and supply of all materials, labour T&P etc all complete. 188 Providing 150 cm long 25 mm dia P.V.C. pipe spout with slant cutting at ends and fixing the same with rich cement and coarse sand mortar 189 Water Supply& sanitary fittings workand fixing of Indian type white glazed china clay W.C. seat of 580 mm cistern ISI approved quality and foot rests water seal trap, 10 litre PVC low level cistern, 30 mm dia pvc flush pipe, 15 mm dia G.I. inlet and overflow pipe, brass stop cock, water storage tank of capacity 500 litreetc complete. Provision for internal electrification with copper wiring in conduit, LED bulb in all points etc. exhaust point in kitchen,fan hook,water purifier point in kitchen, power point in kitchen& bed room, washing machine point at a suitable place as per direction of Engineer in charge 190 Supply and fixing of 100 mm dia S.W. pipe with base concrete 1:4:8 including cost fo all materials, labour, T&P etc for completion of work as per direction of Engineer Incharge. 191 Interlockingflooring with 10 cm gsb and sand includingsupply ofall material ,labour t&p etc required for proper completion of the work. 192 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 patterns 50x12 mm necessary screws all materials labour, T&P etc required for 5.40 proper completion of the work. 193 Supply and fixing in position 40 mm thick precast RCC jali of 60x30 on size required for proper completion of the work. 194 BOUNDRY WALL 195 Supply of all materials, labour T&P etc. for construction of 1.85 merter height boundary wall as per departmental type design with two coat ISI approved make wall putty and three coat ISI approved make weather proofpaint at water works required for proper completion of work. 196 Supply and fixing of 3.60 m wide and 2 meter heightmain gate with wicket gate (minimum weight 2.75 quintal)andalso fixing M.S. clamps of size 50x50x6x100 mm including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works. 197 Filling of carted earth in water works campus. 198 Supply of all materials, labour T&P etc. and construction ofInterlocking road in water works compound. 199 Construction of 300x300 mm size drain 200 Site clearance and other her unforeseen item. 201 Construction of Artificial Recharging of Ground water through roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect. (Unit Estimate Attached) 202 Construction of drain for collection of water throw out the campus rate as per unit Estimate. 203 Construction of settling tank as per type design (As per unit estimate). 204 Construction of 110mm bore hole for 30 M depth and lowring PVC plain 18M and 110 mm PVC slatted -12M.Total 30M (As per Unit Estimate). 205 Construction of Semi Circular Drain 100mm/Drainage works 206 Levelling and dressing of water work compound for proper slope for harvesting and rainwater with filling of additional earth etc. all complete. 207 Construction of MCS Room 3.46x496 with electricfication work,power wiring and supplying of all material, pipes, grates, etc. complete in all respect. (Unit Estimate Attached) 208 HOUSE CONNECTION 209 Making house connection should be done upto 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above GL G.I. pipe (15 mm)& average 5 mtr. HDPE Pipe (20 mm) including specials saddle Tap etc. of suitable size T&P etc. including excavation laying and fusion welding jointing dismentalling &reinstatement of all type ofroadsfor proper completion of work as per instructions and satisfactionof Engineer- incharge 210 E&M Works 211 CONSTRUCTION OF 4 Nos. TUBEWELLS 212 Construction of Tubewell: 213 Drilling of Borehole for Tubewell construction by RC/DC Rig Machine including transportation, erection, dismantling of Rig and assosiated T&P complete in all respect including requried all material, labour etc. 214 Transportation, Erection, Dismantling of Rig Machine 215 Drilling of 600 mm. dia bore from G.L. to 78 m 216 Drilling of 500 mm. dia bore from 79 M to 100 m 217 Drilling of 500 mm. dia. Bore from 101 M to 200 M 218 Drilling of 500 mm. dia. Bore from 201 M to 300 M 219 Drilling of 500 mm. dia. Bore from 301 M to 330 M 220 Logging of bore hole by departmental/Approved electric logger 221 Zone Testing Deleted 222 Tubewell assembly : 223 M.S. tubewell assembly with all required parts like plain, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. As per IS- 4270 224 300 MMØ Housing Pipe 7.1 mm thick 225 200 MMØ Plain Pipe 7.1 mm thick 226 200 MMØ Slotted Pipe 7.1 mm thick 227 Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. 228 300 mm. dia. Housing Pipe from G.L to 72 M BGL 229 200 mm. dia Plain/Slotted Pipe 73 M. BGL to 100 M BGL 230 200 mm. dia Plain/Slotted Pipe 101 M. BGL to 200 M. BGL 231 200 mm. dia Plain/Slotted Pipe 201 M. BGL to 300 M. BGL 232 Pea Gravel (lalkuan) 233 Transportation, Installation Dismantling of 600 PSI Compressor 234 Charges for Development by 600 PSI Compressor per hour 235 Transportation, Erection Dismantling of 3 Cusec OP Unit and Yield test. 236 Charges for Development of TW by 3 Cusec OP Unit 237 Chemical and Bacteriological Test of water sample from departmental/ approved Lab. 238 Watch & Ward during construction period. 239 Barricading around the pit to prevent any posible Accident 240 Pumping Plants for above tubewells 241 SITC of 1200 LPM, 37 M head (both tentative) for tubewells Pumping plant consisting of control panel having soft starter (item as mentioned below) alongwith by pass star delta Starter, capacitor bank, breakers , cable, Main Piping (150mm,7.1mm thickness) & reflux valves with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, painting, Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with all required material etc complete in all respect with all required material T&P labour etc. 242 Spare Column Pipe 3 M Long heavy Duty 243 SITC of servo Stabilizer 25 KVA (240V-500V) or suitable capacity 244 Sluice valves with motor operated actuator of size 150 mm or suitable size for rising main & bypass line 245 CE/UL Certified electromagnetic flowmeter of size 150mmor suitable size 246 Soft starter 15 HP or suitable capacity 247 CE/UL Certified hydrostatic type sub soil watel levei transmitter for T/W 248 CE/UL Certified Pressure transmitter 249 Automation of Units of T/W 250 CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 251 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents and all running expenses till DLP 252 CE/UL Certified Intelligent energy meters 253 Auto phase reversal Unit 100 Amp or suitable size 254 CE/UL Certified Surge Protector for control panel 255 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 256 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 257 Complete cabling of tubewell including all power & control cable for T/W 258 Installation,Testing and commissioning 259 3 months trial srun of SCADA 260 Trial and run of each tubewell for 3 months including chlorination and operating staff excluding electricity 261 Zonal Pumping station 262 Pumping plants of ZPS 263 Supply,installation ,testing and commissioning of VerticalTurbine water lubricated pump and appurtenant / related accessories ,etc complete.to lift 2400 LPM at 45 M head (both are tentative) etc. completewith Vertical Flange Mounted Solid Shaft Motor, 1475 RPM , LT Type of motor with arrangement suitable to operate on 415 volt, 3 Phase 50 HZ AC supply with IP Rating 55.(2W+1S) 264 M.S. fabricated Dust & Vermin proof of cubical type control panel to be operated from SCADA. For Light, fan & Spares including Ampere meter, Volt meter, frequency meter, P.F. meter capacitor, single phasing preventer, Selector switch, fuses, APFC etc. (Seperate incomer for each transformer and dg sets, seperate outgoing for each Pumpsets and 2 nos outgoing for misc use of 63 amp, 32 Amp. MCCB and 1 No. SPAREMCCB. of similar rating as outgoing of pumpset) Note- All incomers and outgoing panels for pumsets shall have Multi function meter with RS 485 port 265 VFD type starter with scada communication along with by pass star delta starter 266 Main Piping & valves including common header, reflux valves etc. complete 267 Traveling Trolley with Chain Pulley Block both electric operated 268 Provision ofSparesmotor and pump setof same duty as above to run pumping plant 24 hrs 269 Spares for switch gear 270 35 Sqmm or suitable capacity, 3 1/2 core Aluminium Conductor PV insulated PVC/XLPE Sheethed armored Cable 271 Fire extinguisher of CO2 or ABC Type with sand bucket system 272 Power Wiring & Earthing material. 273 Rubber resistance sheet. 274 CE/UL Certified Radar type level transmitter for CWR 275 CE/UL Certified Pressure transmitter 276 Sluice valves with motor operated actuator valves of size 200 mm or suitable size 277 CE/UL Certified electromagnetic flowmeter of size 250mm or suitable size 278 Erection and Painting of all equipments 279 Internal and external electrification of Pumping plant, Substation and DG Sets 280 Testing at manufacturers work and site of all above items 281 Commissioning & Trial run of pumping plant, dg sets, substation for 3 months 282 DG SETS FOR ZPS at CWR 283 Supply of silent type DG set , engine ,alternatorcapable of developing 100 KVA or suitable capacity at 415+6% ,50Hz AC at.85 P.F. lagging and self exciting coupled with suitable BHPdiesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel 12 volt lead acide Battery with lead silencer manual control panel & AVM pads D.G. set shall be mounted in open sky resting on the foundation as per latest CPCB Norms. 284 Suitable AMF panel floor mounting type comprising of Ammeter/ Voltmeter with selector switch, power factor meter, short circuit protection of main supply, thermal over load protection, main supply voltage monitor short circuit protection relay, selector switch auto / manual/off, indicating lamps, push button start / stop / re-set etc. 285 Anti-Vibration mountings 286 Exhaust pipe, fuel line and fuel tank 287 Spare parts for D.G. set 288 Complete power wiring and earthing of D.G. set and AMF panel as per IER/PWD specification with necessary power and control cable, salt, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strip of adequate size 289 Construction of foundation of D.G. set and AMF panel 290 Installation of D.G. set and other accessories including commissioning and testing. 291 Construction of Sub-Station at CWR 292 11 KV floor mounting, single row type H.T. panel having 1 No. incoming and 2 Nos. outgoing VCB panels(Breaker and panel should be of same OEM) complete with insulated bus bars, all necessary metering, Trivector meter and safety equipments to be operated from SCADA also 293 11 KV / 0.415 KV, 160 KVA or suitable size outdoor, step down transformers as per latest amendment of IS 1180, Level II 294 11 KV XLPE cable of 3 x 35 sqmm or suitable size Al. armoured cable 295 1.1 KV XLPE cable of 3.5 x 185 sqmm or suitable size Al. armoured cable 296 Cable Jointing Kit for HT and LT type 297 Double earthing of all sub-station equipments complete with salt, charcoal, G.I. earth electrode, C.I. earth boxes, G.I. watering pipe, G.I. earth strip of adequate capacity and labour. 298 Erection and commissioning of all sub-station equipments 299 Protection units as per technical specification 300 Testing of all equipments of sub-station at manufacturer’s works 301 Construction of foundations of Transformers and panels 302 Fencing around outdoor Transformers including pebbles in yards etc. as per relevent standards 303 NOC From Electrical safety department 304 Automation of Units ofZPS at CWR 305 CE & UL Certified RTU/PLC with redundant CPU & Power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with Redundant CPU & power supply with analog & digital parameters & features as specified for intake to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents 306 GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer & gather data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents and all running expenses till DLP 307 CE/UL Certified Intelligent energy meters 308 Auto phase reversal Unit 250 Amp or suitable size 309 CE/UL Certified Surge Protector for control panel 310 CE/UL Certified 7 HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters 311 Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments 312 Complete cabling for instrumentations including all power & control cable 313 Security Survelliance IP Camera 314 Installation,Testing and commissioning 315 Trial run 3 months 316 Trial run for 3 months of ZPS including staff and other consumables excluding Electricity 317 E/M works of Units of OHT, 318 Sluice valves with motor operated actuator valves on distribution line of 500 mm or suitable size 319 Radar type level transmitter at OHT 320 Security Survelliance IP Camera 321 Electromagnetic flowmeter of suitable size at distribution line of 500mm or suitable size 322 MCS 323 CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 324 Video wall media player of same OEM 325 Desktop/PC with i5/i7 configuration as per technical specification with work station control desk, operator console 326 CE/UL Certified 5 KVA UPS With battery as per tech specification 327 Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given 328 CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents 329 CE/UL certified field gateway agent for transferring data from MCS to control room 330 GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP 331 CE/UL certified Firewall for network protection 332 Surge protector for ethernet communication protection 333 CE/UL Certified industrail grade ethernet switch 334 Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility) 335 CANON/HP/Equivalent LASER printer 1018 or equivalent 336 Complete cabling of tubewell including all power & control cable for T/W 337 Security Survelliance IP Camera with recorder 338 Installation,Testing and commissioning with required furniture and A/C etc. 339 Trial run for 3 months

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-06-2024 Corrigendum Date 26-06-2024

Key Value

Document Fees
INR 23600 /-
EMD
INR 1657000.0 /-
Tender Value
INR 16.57 Crore /-
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