37729035
rehabilitation of old sewer line and construction of ips laying of rising main and alternate lying of trunk sewer line to 15 mld mps baniyapur in distt 3 zone 1 kanpur under state sector programme , schedule g1 (repair & laying of trunk sewer line works from gangpur to singhpur tiraha at baniyapur) provision for m.s. sheet of size (3.0 m x 1.8 m) barricading of roads including provision for traffic diversion/ regulation, barricading trench and working area from all sidefor traffic safety during construction period all time, including provisions confiming indian safety codes,caution boards, project boards, night light,watch & ward, 2 m tall barricading boards, reflectors, safety cones, ppe of labours i.e. safety shoes, safety jackets, safety ropes etc t&p etc. , supply of all materials, labour and t&p etc. for making temporary roka arrangement as per requirement in 1000 mm dia existingrcc pipe between mh no. 29 (shivdhampur) to mh no. 31 (gangpur) , de silting of 1000 mm diameter old trunk sewer using high pressure water jetting equipment and super sucker machines including plugging of manholes, pumping and disposal of silt at suitable place as per direction of engineer in charge including all labour , t&p equipment all complete. , repairing of old trunk sewer line by grauting including supply of all material, labour, t&p equipment all complete. , dismentaling/cutting of bituminous road, at following location including stacking properly old serviceable materials and disposal of unserviceable materials as per direction of engineering in charge. including all labour t & p etc complete. mh no. 36 to proposed ips at singhpur tiraha (narchar international school to proposed ips at singhpur tiraha) , providing and conveying to site 1000 mm pccp pipes (pre stressed concrete cylinder pipe) with internal epoxy lining confirming to is 784:2019 at following location including cost of labour, transpotation, loading, unloading , stacking etc. (excluding cost of laying, & jointing etc. mh no. 36 to proposed ips at singhpur tiraha (narchar international school to proposed ips at singhpur tiraha) , excavation of trenches for sewer in ordinary soil, loam, clay or sand by mechanical means (hydraulic excavator) including lead upto 50.0 m filling,watering, ramming excavated earth in to the trenches or spall between the trenches disposal of surplus earth up to distance of 50.0m from centre of the trenches complete work all materials, labour ,machinary , and t&p etc. complete. for repairing of existing pipe line (for depth of 4.50 to 6.0 m) , 0.00 1.50 m , 1.50 3.00 m , 3.00 4.50 m , 4.50 6.00 m , 6.00 7.5 m , supply of all materials, labour and t&p etc. for pumping out subsoil water including pumps, dg set etc. & all arrangement, equipments required for pumping , provide and fixing open(0 3.0m) and close(3.0m 10.50m) timbering in trenches for the different depth below g.l. consisting of 40 mm thick approvedapproved country wood plank for polling board, 125x125 mm form indian sal woodand 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches. for 3.0 to 6.0 m deep , for 6.0 to 9.0 m deep , laying & jointing of 1000 mm dia pccp pipe at following depth including all taxes and duties, transpotation upto site of works as per is 784:2001 or its latest amendment for sewer line with sliding overlap weld joint and joint ring shall be formed by one piece of steel or number of pieces of steel but welded together. the ring shall be expanded beyond their elastic limit so as to achieve accurate dimensions and shape including all setup, equipment,material, t&p, etc for pumping out of subsoil water , for proper laying & jointing, bedding,, centering, boxing of joints, including shifting & reinstatement of utilities of up irrigation dept/ kda/ up awas vikas parishad/ railways/ bsnl / gail/ cugl/ kesco/ military/ jalkal/ up jal nigam etc complete with all materials, labours, t&p etc. 4.50 6.00 m , 6.00 7.5 m , construction ofrcc manhole of, followingsizes as per unit estimate, including all material ,labour and t & p etc. size (1800 x 1800)mm of depth up to 6.00 m , size (1800 x 1800)mm of depth up to 7.50 m , reinstatement of old dismantle bituminous roads as per pwd nh specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and t&p etc. required for proper completion of work as per direction of engineer in charge. , schedule g2 ( laying of trunk sewer line works from dhanaupur to existing 15 mld mps at baniyapur) providing m.s. sheet of size (3.0 m x 1.8 m) barricading of roads including provision for traffic diversion/ regulation, barricading trench and working area from all sidefor traffic safety during construction period all time, confiming indian safety codes,caution boards, project boards, night light,watch & ward, 2 m tall barricading boards, reflectors, safety cones, ppe of labours i.e. safety shoes, safety jackets, safety ropes etc t&p etc. , dismentaling/cutting of bituminous road, at following location including stacking properly old serviceable materials and disposal of unserviceable materials as per direction of engineering in charge. including all labour t & p etc complete. from dhanaupurwa to 15 mld mps , supply and conveying to site 1000 mm pccp pipes (pre stressed concrete cylinder pipe) with internal epoxy lining confirming to is 784:2019 at following location including cost of labour, transpotation, loading, unloading , stacking etc. (excluding cost of laying, & jointing etc. from dhanaupurwa to 15 mld mps , installation of product pipe by manual pipe jacking method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit after project completion as per the instructions of the engineerin charge all complete except the cost of the pipe, , excavation of trenches for sewer by mechanical means (hydraulic excavator) in ordinary soil, loam, clay or sand including lead upto 50.0 m filling,watering, ramming excavated earth in to the trenches or spall between the trenches disposal of surplus earth up to distance of 50.0m from centre of the trenches complete work all materials, labour, , and t&p etc. complete. 0.00 1.50 m , 1.50 3.00 m , 3.00 4.50 m , 4.50 6.00 m , 6.00 7.5 m , supply of all materials, labour and t&p etc. for pumping out subsoil water including pumps, dg set etc. & all equipments required for pumping , provide and fixing open(0 3.0m) and close(3.0m 10.50m) timbering in trenches for the different depth below g.l. consisting of 40 mm thick approvedapproved country wood plank for polling board, 125x125 mm form indian sal woodand 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches. for 3.0 to 6.0 m deep , for 6.0 to 9.0 m deep , laying & jointing of 1000 mm dia pccp pipe at following depth including all taxes and duties, transpotation upto site of works as per is 784:2001 or its latest amendment for sewer line with sliding overlap weld joint and joint ring shall be formed by one piece of steel or number of pieces of steel but welded together. the ring shall be expanded beyond their elastic limit so as to achieve accurate dimensions and shape including all setup, equipment,material, t&p, etc for pumping out of subsoil water , for proper laying & jointing, bedding,, centering, boxing of joints, including shifting & reinstatement of utilities of up irrigation dept/ kda/ up awas vikas parishad/ railways/ bsnl / gail/ cugl/ kesco/ military/ jalkal/ up jal nigam etc complete with all materials, labours, t&p etc. 4.50 6.00 m , 6.00 7.5 m , construction ofrcc manhole of, followingsizes as per unit estimate, including all material ,labour and t & p etc. size (1500 x 1500)mm of depth up to 6.00 m , size (1500 x 1500)mm of depth up to 7.50 m , size (1500 x 1500)mm of depth up to 9.00 m , reinstatement of old dismantle bituminous roads as per pwd nh specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and t&p etc. required for proper completion of work as per direction of engineer in charge. , schedule g3 ( sump well) excavation in foundation in ordinary soil (loam, clay and sand) for depth given below g.l. for effluent channel laying sewers. manholes, gully pits chambers, sumps etc. including cutting of joints pits, trimming, refilling, dressing leveling of trenches in 20cms layers, watering & ramming the same including removal of surplus earth and other dismantled materials up to 50m from the center of trenches. 0.00 m to 1.50 m , 1.50 m to 3.0 m , making well kerb shoe made of 150*150*18mm angle iron with 250*18mmflat iron brought to required form including supply of steel, bolts, nuts welding etc. complete as per drawing. , 250*12 mm flat , well sinking of 8.0 m (external dia) in ordinary soil below spring level, including supply erection and working of all plants required as well as loading and unloading of weight and bailing and pumping out water with machinery or otherwise as required and disposal of surplus earth upto 5 metre from 0 1.5 metre. , from 1.5 3.0 metre. , from 3.0 6.0 metre. , from 6.0 9.0 metre. , from 9.0 12.0 metre. , cement concrete with followinggauge approved stone ballast, coarse sand and cement in foundation including supply of all materials, labor, t & p etc; required for proper completion of the work. plug (m15) concrete with 20 mm stone ballast, coarse sand and cement 4:2:1 , plug (m15) concrete with 20 mm stone ballast, coarse sand and cement 4:2:1 , sand filling in sump well from well curb to bottom of well slab , r.c.c. 1:1:2 in cement, coarse sand & 20mm gauge stone ballast in well and floor of screening chamber excluding supply of reinforcement and its bending but including its fixing and binding with 0.50mm thick binding wire ( to be supplied by the contractor free of cost) and including necessary centering, shuttering curing and including all materials, labor, t & p etc; required for proper completion of the work. kerb shoe , in base , from kerb shoe to inlet of sewer , from inlet of sewer to top of well , top slab for sump , supply and erection of 250mm ms perforated pipe with blind flange, nut & bolt. , supply and fixing of girder of ismb250 size over the pump house including cost of cutting and wastage as per direction of engineering in charge and its painting with approved paint and also one coat of primer. , mild steel and iron work in rcc to required shape an necessary including bending for proper completion of workk including supply of steel and wastage , supply and painting with anticorrosive paint epoxy base paint inside sump up to roof slab including cost of labour, materials, t&p etc. complete. , supply and fixing of g.i.25 mm dia pipe railing in three row 1.0m.high. , pumping or bailing out of subsoil water for lowering the water table for excavation work, laying of pcd ms work, raft plaster etc. all complete as per station required up to full depth of work the help of well point equipment for 25 days@ 4 pumps , supply of all materials and fixing of aluminium ladder 100 50 channel section (medium) as including cost of 20mm pipe railing, costing of landing, fixing of angles. , provision of ms grill cover over with angle iron frame of 40*40*6mm on working platform , provision of water proofing compound for construction under sub soil water. , schdule g4 (rising main) supply of 350mm dia.pipe and specialssuitable for destination including all taxes. 350 mm dia di k 9 pipes , supply & fitting of specials @ 10% of 1(a) & 1(b) , dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the engineer in charge including its temp reinstatement by hand ramming to make walkable. , excavation for pipe lines in ordinary soil lift upto following and lead upto 50m including filling back, watering, ramming in trenches and removal of surplus earth. 0.0 to 1.5m , laying & carting ofpipes and specials of 350mm dia. from store to the site of work, lowering them into the trenches and laying and jointing to alignment including testing of pipe. 350 mm dia di k 9 pipes , construction of thrust blocks of size 1.8m x 1.8m x 1.8m , supply & fitting of air valves of size 25mm. , reinstatement of old dismantle bituminous roads as per pwd nh specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and t&p etc. required for proper completion of work as per direction of engineer in charge. , site clearance & other unforeseen items. , schdule g5 (d.g. plate form) size of d.g. plateform size of transformer plateform concrete in 1:4:8 with cement, coarse sand and 40mm gauge stone ballast including supply of all materials labours and t&p etc. required for the proper completion of work. transformer , d.g set , reinforced cement concrete in1:1.5:3 with cement coarse sand and 20mm stone grit in foundation footing etc. excluding supply of reinforcement and its bending but including its fixing, binding the same with 0.50mm thick binding wire (to be supplied by the contractor) including of all materials, labour, and t&p etc. required for the proper completion of work transformer , d.g set , cable trench for d.g set p.c.c (1:4:8) , floor slab , vertical wall , cover , mild steel or iron work in plane work such as in r c.c work (when not included in over all rates; wrought to the required shape as necessary including bending for the completion of work and including supply of all matenals, labours, t&p etc. complete , provision for ms grill in 2.0m height all around dg set for safety against theft and tempering etc. , provision for tubular truss in mild steel or iron work in heavy section including drilling revetting and welding and also including supply of steel bolts,nuts and their fixing required for proper completion of work , supply & fix 0.63mm thick ridges,valley & gutter for gc iron roofing , schdule g6 (meter, ht & lt panel room) construction cost of lt panel room building(6.0m x 5.0m) , construction cost of meter and ht panel room building (5.5m x 8.0m) , schdule g7(boundry wall, gate and site development) excavation of earth in ordinary soil (loan, clay and sand) in manhole, gully pits, sump and chambers for depth upto 1.50m below g.l. including watering, ramming, dressing, filling back between wall and foundation and disposal of surplus earth with 50m including supply of all labours and t&p etc. required for the proper completion of work. , concrete in 1:4:8 with cement, coarse sand and 40mm gauge stone ballast including supply of all materials labours and t&p etc. required for the proper completion of work. , mild steel for raft of column of size 1000 mm x 1000 mm (12 mm dia bar of spacing 150 mm) , distribution bar for raft of column (12mm dia bar spacing 150 mm) , mild steel for column of size 230 mm x 230 mm (12 mm dia bar) , distribution bar (8 mm dia bar spacing 250 mm) , mild steel for beam of size 230 mm x 230 mm (10 mm dia bar) , distribution bar (8 mm dia bar spacing 150 mm) , mild steel for copping of size 230 mm x 150 mm(8 mm dia bar) , distribution bar (8 mm dia bar spacing 200 mm) , r.c.c. work with cement coarse sand and 20 mm gauge approved stone ballast in proportion 1:1:5:3 in columns excluding supply of reinforcement and its fixing and binding with 0.50mm thick binding wire to be supplied by the contractor and including necessary centering and shuttering supply of all material, labour t&p etc. required for proper completion of the work. r.c.c. work for column of size 230 mm x 230 mm , r.c.c. work for beam of size 230 mm x 230 mm , r.c.c. work for copping of size 230 mm x 150 mm , 1st class brick work in 1:4 cement, & coarse sand mortar in foundation and plinth including supply of all materials labour t&p etc. required for proper completion of thework. , ist class brick work in 1:4 cement, and coarse mortar in super structure including supply of all materials labour t&p etc. required for proper completion of the work , 12 mm thick 1:4 plaster with cement, and coarse sandover brick minimum thickness not be less than 10mm including supply of all materials, labour, t&p etc. required for propre completion of work. , weather proof painting of reputed company (asian, berger) two coats using approved coloring materials of buff, blue brown shades over one primary coat including supply of all materials labour t&p etc. required for proper completion of the work , earth filling in plinth including supply of necessary quantity of earth from a distance not exceeding 10 km. from the site of work and including watering, dressing etc. rate to include the cost of all materials, labour t & p etc. required for proper completion of work. , supply and fix m.s. clamps of size 50x50x6x100 mm for gates including supply of all materials labour , t&p etc . required for proper completion of the work . , supply and fixingof m.s. gate of 3.60 m wide as per type design including necessary fabrication for proper completion of work. , same as above but for wicket gate 1.2 m as per type design. , supply of all material and labour t & p etc for making drain in campous as per unit estimate , supply of all material and labour t & p etc for making internal interlocking road in campous as per unit estimate , fixing of 40 mm dia p.v.c. conduit pipe including specials & cutting etc. for clectric wiring including supply of all materials labour, t&p etc. required for propre completion of work. , painting the gate with one cost of primer and two coats of approved paint including supply of all materials, labour, t&p etc. required or proper completion of work , for wicket gate 1.2 m as per type design , supply of all material and labour t & p etc for making external cc road outsidecampous as per unit estimate , provision for other unforseen item and site development , schedule g 8 (tapping arrangement, screen channel and other appurtenant works ) excavation of earth in ordinary soil (loan, clay and sand) in manhole, gully pits, sump and chambers for depth upto 1.50m below g.l. including watering, ramming, dressing, filling back between wall and foundation and disposal of surplus earth with 50m including supply of all labours and t&p etc. required for the proper completion of work. for screen channel 0.00 – 1.50m , supply of all materials, labour and t&p etc. for pumping out subsoil water including pumps, dg set etc. & all arrangement, equipments required for pumping , concrete in 1:4:8 with cement, coarse sand and 40mm gauge stone ballast including supply of all materials labours and t&p etc. required for the proper completion of work. for screen channel , reinforced cement concrete in1:1.5:3 with cement coarse sand and 20mm stone grit in foundation footing etc. excluding supply of reinforcement and its bending but including its fixing, binding the same with 0.50mm thick binding wire (to be supplied by the contractor) including of all materials, labour,and t&p etc. required for the proper completion of work bed slab of screen channel , vertical wall of screen channel , plateform for cleaning of screen , mild steel or iron work in plane work such as in r.c.c work (when not included in over all rates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, t&p etc. complete. , supply of all material ,labour and fixing of s.s. gate for inlet channel of 12 mm thickplate of following size including frame ,spindle etc screen channel(2.0m x 1.0m) , providing and fixing mild steel ladders for entering in to sump and valve chamber made up of standard channel section, chakered plates and equipped with 32mm diameter gi pipe railing welded and finshed as per satisfaction of engineer incharge including supply of all materials labour and t&p etc forproper completion of work. , schedule of ( e&m) work ips singhpur tiraha works to be carried out by u.p.jal nigam h.t.panel( comprising with 1 i/c and 2 o/g. supply , installation, testing and comissioning of 2mm. thick factory made 11 kv, 630 a, 20ka / 3 sec, out door extensible type ip54 for panel & ip67 for main circuits ring main unit (rmu) iec 62271 200 in suitable rcc foundation with 2 no.load break switch & 1 no. vcb circuit breaker with over load, earth fault, short circuit relay, copper bus bar, bus support and insulation marerial epoxy resin,ring core protection & metering ct, auxiliary relay for wti, oti, bucholz alarm & trip along with annuciator panel, master trip relay, mechanical on / off / earth indication, voltage presence indicator, shunt trip coil, 24 v dc power pack, digital multi function meter, with bus pt panel with 3 nos single phase voltage transformers of the ratio 1kv/v3 / 110 v/v3, 25 va, class 1.0 with ht fuses in the primary and mcb on the secondary side, voltmeter with selector switch, r y b phase indication, anti reflex operating handle, right angle boots etc. every vcb panel should have 1 power pack with battery charger and charging device complete in all respect. (1 incoming and 2 outgoing) ref.e230700 (pre bsr 2021) , providing & laying xlpe insulated as per is:7098/ii/85 h.t.cable as per pwd specification for electrical works for working voltage 11 k.v.(e) in existing rcc / hume /stoneware / pvc pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. 3 core x 120sq.mm. armored ht cable (from ht panel to transformers) ref.e130101 (pre bsr 2021) , trench making and covering of trench in all respect. ref.e130300, e130400, e130500 and e130700 and (pre bsr 2021) , sitc of 11 kv end termination kit indoor type (3 core, 120sq.mm) ref.e131313 (pre bsr 2021) , 11 kv, 2.5 mm thick with proof voltage 22 kv / 3 min. and break down voltage 45 kv ref.e081202 (pre bsr 2021) , transformer: s i t c of oil cooled copper wound distribution transformer of 200 kva rating 11/0.433kv delta star connected, vectordyn 11,onan cooled & bis approved as per is ,losses as defined as per is 1180 part i 2014. including standard accessories like conservator, silica gel breather, radiator, fins, ht cable box & lt cable boxes, temperature rise in winding/oil 35 40 degree c, isi marked drain valve, dial type temperature gauge, first filling of transformer oil as per is :335 1953, epoxy based paint, including carrying of pre commission testing & charging of transformer complete in all respect.(as per budgatry offer attached). rating and diaphram plate,earthing terminals, lifting lugs,dial type thermometer for winding temp. indication., marshalling box, enclosure, safety interlock facility for doors, externally operated off load changing switch with lock&key, under base skid with flat roller, l.t.& h.t. terminal boxes. , l.t. panel sitc of 0.415 kv l.t. control panel for pumping plant l.t. control panel suitable to operatedon 415 ± 6 %volt , 3 phase , 50 hz, ac supply as per details given below (a) 2 nos incoming panels and 1 no. outgoing panels, 1 no. panel for dg set each consisting of following items (i) 400 amp mccb 1 no.(ii)c.ts of suitable ratio 1 no.(iii)ammeter with selector switch 1 no.(iv) voltmeter with selector switch 1 no. (v)power factor meter(0.5 lag&0.5lead) 1 no.(vi)frequency meter 1 no.(vii)kwh meter 1 no. (viii)2 pole over current relay& one pole earth fault relay and trip alarm availability 1 no.(ix) extended rotary handle 1 no. (b)bus bar chamber having 3 nos. bus bars for phase and 1 no. bus bar for neutral of suitable size – 1 no. (c) 3 nos. composite panels for 50 hp pumping plants, each consisting of following items –(i)160 a mccb 1 no.(ii)c.ts. of suitable ratio 1 no.(iii)ammeter with selector switch 1 no.(iv) automatic start / stop device according to level in the sump 1 no.(v)indicating lamps(auto/manual/low level/ reverse rotation) 1 set (vi) earth fault, under voltage and trip alarm availability 1 set (vii) extended rotary handle 1 no.(d) 2 nos. composite panels for 11 hp pumping plants, each consisting of following items –(i)40 a mccb 1 no.(ii)c.ts. of suitable ratio 1 no.(iii)ammeter with selector switch 1 no.(iv) automatic start / stop device according to level in the sump 1 no.(v)indicating lamps(auto/manual/low level/ reverse rotation) 1 set (vi) earth fault, under voltage and trip alarm availability 1 set (vii) extended rotary handle 1 no. (e) 3 nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) mcb of 40 a capacity 1 no.(ii) c.ts. of suitable ratio 1 no. (iii) ammeter with selector switch 1 no.(iv) indicating lamps 1 set (f)auto power factor correction panel for total load. (g) rubber resistance sheet (ref. as per attached analysis) , lt cable laying and jointing supply, laying, testing and commissioning of lt cables for whole pumping station from power supply side which includes 300sqmmx3.5corex1run armoured aluminium cable for transformer to main lt panel with lugs jointing etc. complete and cabling work of 150sqmm.x3corex1 run un armoured aluminium from starter to motor with lugs jointing etc.complete. (ref. as per attached analysis) , earthing plate earthing as per pwd specification for electrical works as per is:3043 with copper earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. g.i. b class watering pipe ,including all accessories like nut, bolts, reducer, nipple,wire meshed funnel, and heavy duty weather proof polypropylene earth pit chamber with lockable jam free lid suitable for safe working load 5000 kg or more of size top dia. 225 to 260 mm, bottom dia 300 to 350 mm. and height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less (4 for transformers and 2 for ht panel) ref.e140300 (pre bsr 2021) , pipe earthing as per pwd specification for electrical works as per is:3043 1987 with 3.0 mtr. long, 40 mm dia. b class g.i. pipe is: 1239 (part 1) 2004, equivalent to bs :1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and heavy duty weather proof poly propylene earth pit chamber with lockable jam free lid suitable for safe working load 5000 kg or more of size top dia. 225 to 260 mm, bottom dia 300 to 350 mm. and height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms (2 for lt panel and 1 for ht panel)ref.e140100 (pre bsr 2021) , supply & laying of 50mmx6mm size gi earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, jointing shall be done by overlapping and with 2 set of gi nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) ref.e140611 (pre bsr 2021) , charges of electrical safety clearance expenditure on b&l form, challan etc. , proper fencing of substation portion as per i.e. rules. (ref. ongoing amrut work aligarh sewarage) , starter panel compraising of soft starter, suitable to meet the basic requirement of motor protections and suitable to run 50 hp motor (to be fixed in composite panel of lt panel) ref. up jal nigam e&m sor, 2020 , compraising of soft starter, suitable to meet the basic requirement of motor protections and suitable to run 11 hp motor (to be fixed in composite panel of lt panel) ref. up jal nigam e&m sor, 2020 , pump 3840lpm and 29 met head 3nos. non clog submersible sewage pump suitable for handling raw sewage of specific gravity 1.03 and electric motor with digital soft starters suitable for operation on 400 ± 10% volt, 3 phase, 50 hz, ac supply system having following specification capacity 3840 lpm total head 29 meters rpm 1000 solid passable at least 100 mm accessories of each submersible pumping plant (a) pedestal with autocoupling (b) s.s. guide pipeapprox 12 m (c) s.s. chain with shacklesapprox 12 m (d) c.i.d.f, bend 200 mm dia x 350 , pump 1460lpm and 17 met head 2nos. non clog submersible sewage pump suitable for handling raw sewage of specific gravity 1.03 and electric motor with digital soft starters suitable for operation on 400 ± 10% volt, 3 phase, 50 hz, ac supply system having following specification capacity 1460 lpm total head 17 meters rpm 1450 solid passable at least 100 mm accessories of each submersible pumping plant (a) pedestal with autocoupling (b) s.s. guide pipeapprox 12 m (c) s.s. chain with shacklesapprox 12 m (d) c.i.d.f, bend 150 mm dia x 350 , installation, tesing, commissioning of above 5 pumps and starters@10% , supply of main piping & valves complete with common header alongwith all neessary nuts, bolts, rubber packing etc., as per following details. 200mm dia cidf reflux valves(ref. attached sor of ivc with ce (e./m.), up jal nigam letter) , motor operated actuator with 200mm dia cidf sluice valves(ref. attached up jal nigam sor,2020) , 150mm dia cidf reflux valves(ref. attached sor of ivc with ce (e./m.), up jal nigam letter) , motor operated actuator with 150mm dia cidf sluice valves(ref. attached up jal nigam sor,2020) , 350mm dia cidf reflux valve(ref. attached sor of ivc with ce (e./m.), up jal nigam letter) , motor operated actuator with 350mm dia cidf sluice valves(ref. attached up jal nigam sor,2020) , 200 mm dia di k9 delivery line (sor of material manager, up jal nigam attached) , 150 mm dia di k9 delivery line (sor of material manager, up jal nigam attached) , 350mm dia di k9 common header(sor of material manager, up jal nigam attached) , nut, bolt, washer, rubber & gasket etc. @ 5% of a to i , specials like tee, bend, blind flenge, d joint etc. @ 10% of a to i , installation, testing, commissioning of a to k @10% , metering apparatus and sensors gauges supply of pressure transmitter at delivery line of each pump along with fitting accessories to measure pressure for control and alarms. , electro magnetic flow meter suitable electro magnetic flow metersuitable to measure 0 to 20 mld flow to be fitted in 350 mm dia main header line.(ref. up jal nigam e&m sor, 2020) , errection, commissioning,testing charges of flow meter , level transmitter ce/ul certififed radar type level transmitter for ips (ref. up jal nigam e&m sor, 2020) , installation, testing, commissioning , e.o.t. crane sitc of e.o.t. crane of 3 tonne capacity along with gantry girders, chain pulley, block and geared trolley suitable for 10 m span 5 m clear lift complete in all respect for pump house. detailed specifications are as below confirming to i.s. 3177 and i.s.3832 chain pulley block capacity 3 ton with 15 m lift arrangement. (ref. amrut ongoing work in sewerage aligarh contract bond) , chequerred plate and guards sitc of 3mm thick m.s chequerred plate over all the run of cables trenches to cover properly and m.s. grill and m.s. guard over all pipes ducts and other point where required as per site condition (ref. up jal nigam, se aligarh rate) (3x0.75+5x0.75+8x0.6+8x0.6)x1=15.60sqmm. , painting painting of all pumps piping and valves with two coat enamel paint. (ref.up jal nigam e&m sor, 2019) , light wiring & electrification (ref. up jal nigam e&m sor, 2019) complete internal electrification of lt panel room with 2 nos. exhaust fan , complete internal electrification of ht panel room with 2 nos. exhaust fan , water works campus with solar panel and led light of 3 sets. , bar screens (20mm) provision of suitable manual bar screen having 20mm clear gap between screen bar of s.s. flat (50mmx10mm size) and angle of installation 600 with suitable size in width. , electrically operated s.s. 304 mechanical coarse bar screen with ultrasonic level sensors and transmitters, screen panel and conveyor belt system, motors capable of handling screenings complete with cable from lt panel to screen panel and hand operated trolley for lifting screenings from screen. , installation, testing, commissioning@10% , sluice gates provision of thimble mounted c.i. sluice gate having rising spindle and flush bottom system with cast iron frame, cast iron shutter, ss 410 stem, gun metal stem nut, ss 304 fasteners etc. suitable to handle smoothly, peak flow of sewage at ips. , installation, testing, commissioning , dg set supply , installation, testing and comissioning of 180 kva at 0.8 pf 415v 50hz 3 ? silent dg set (as per latest cpcb emission norms) having 1500 rpm diesel engine conform to bs:649/5514 of suitable bhp engineshall have residential silencer (isolated from main dg chamber), up to 3 m exhaust piping (with insulation & cladding ) .alternator shall be self regulated with standard alternator protection(over voltage , over speed & under voltage, under speed warning &shutdown).engine & alternator mounted on a common base frame &coupled through a flexible coupling or close coupled.standard canopy with weatherproof, powder coated accoustic enclosure for dg set for sound attenuation fabricated from 1.6 mm crca sheet steel(structure) with side wall fabricated from 1.6 mm crca sheet & filled with glass wool (96kg/m3)/ foam. as per is 8183 the doors of 28/40/50/85 mmthick as per rating and fabricated from 1.6mm crca sheet packed withaccoustic material,all doors/ opening are sealed with neoprene/epdngaskets. the enclosure has built in fuel tank, with protection and tripping of dg set against temperature of more than 50 degree centigrade.electronic / mechanical governor, manual & electric start ,batteries withbattry charger, engineinstruments panel,avm pads all controls for operation of dg set are from outside the enclosure. the enclosure should be suitable for 180 kva capacity dg sets and alternator. noise level shall be less than 75 db at a distance of 1 mtr. duly certified by authorised agency etc. complete in all respect. (ref.e231533 pre bsr 2021) , supply , installation, testing and comissioning ofplc based auto main failure (amf) panel fabricated from crca sheet steel 2 mmthick , powder coated finish , engine start & stop commands, control relays , ammeter & voltmeter with selector switches, control & 2 nos 4 pole power contactors with 2 no. of required size 4 pole mccb, timers, electronic hooter ,visual & alarm indication for faults, ups, operator interface panel complete in all respect suitable for following capacity dg sets. oem must have bis certificate and & shall have submit nabl / cpri / erda lab type test reports before execution as required complete in all respect. (ref.e231614 pre bsr 2021) , lt cable laying and jointing for dg set supply, laying, testing and commissioning of lt cables for dg set to lt panel which includes 300sqmmx3.5corex1run armoured aluminium cable from dg set to amf panel and amf panel to main lt panel with lugs jointing etc. complete.(ref. as per attached analysis) , scada system ( up jal nigam e/m sor 2020 approved rate attached) on lineups for plc supply, 3 kva with 3 nos. 12v/65 ah amf battery with dynamic isolation. , supply of auto phase reversal unit. (160 amp) , complete cabling upto 5 pumpsets in sump including cable in pumping plant room, pressure transmitter to room, flowmeter to room etc. , supply , installation, testing, interfacing & commissioning of cc tv camera with ups , ce/ul certified local control room plc/rtu with redundant cpu & power supply at lcs in ip54 encloser as specification mentioned in technical bid documents. panel with plc to control all the starters of motor and starter of actuators for pump set. the plc to accommodate analog signals from flow transmitter, level transmitter& pressure transmitter etc. , gsm/gprs based wireless communication with 5g modem for rtu/plc capable to transfer & gather data from remote sites to control station all accessories included with signal enhancer antennaa made for pumping plant internet charges as specified in tender technical specification. , full development version of required tags scada software with customisation of software for lcs as per requirement . , desktop(computer) /pc with i5/i7 processor with latest configuration mouse, keyboard etc , printer a3 size...
Tender Value : ₹ 24.88 Crore
