Tender For state plan- works under nedumkandam section-state plan 2024-25 - energy efficiency improvement, optimization of electromechanical items, safety audit and ensuring safety in operation of wtps and pump houses- rwss to udumbanchola - supply, e - cost of materials & working charges, od70149/2024-2025:1. pump & motor -supply, erection, testing and commissioning of kwa pre-qualified reputed make centrifugal pump set with bronze/ss impeller, ss shaft and ci pump casing etc. complete. the duty condition is as follows, discharge - 6 lps & total head - 92m, the motor is tefc squirrel cage induction motor suitable for the above pump working with 3 phase, 50 hz, 415 v shall confirm to eefi/is 325 etc. complete including providing suitable concrete foundation including cost of cement., sand and metal etc. flexible coupling shall be used for coupling of pumps and motors. 2. starter - supply, erection, testing and commissioning of suitable rating fullu automatic star delta starter with air break contact starter suitable for the above motor with over voltage and under voltage protection, single phase preventer, over load relay with motor protection relay with main contactor and bypass contactor as per ie rules and code of practice etc. complete. 3. panel board (suitable) for operating pump sets (but one pump set at a time) - supply, erection, testing and commissioning of cubical type floor mounted ms fabricated dust and vermin proof common control panel board consisting of 1 no. suitable capacity mccb as incomer and 2 nos of suitable capacity mccb as out going (the two mccbs are interlocking with each other) providing suitable size aluminium bus bar inter connect the above mccbs and fitted with 3 nos of indicator lamps, 1 no. volt meter with selector switch, 1 no. ammeter with selector switch etc. complete and provided with a common earth bus for the entire panel and inter connect with the mccbs as per ie rules and code of practice. the panel shall be fitted on a common base frame on suitable foundation. 4. cabling work - supply, laying, testing and commissioning of suitable size cables for the above pump set from panel board to starter and from starter to motor , considering energy conservation. 5 .earthing - supply of all materials and providing suitable earthing by using suitable size pipe/plate earthing gi/copper strip buried in ground and giving double earthing to motor, starter, panel board etc. as per ie standards. 6. capacitor - supply, erection, testing and commissioning of heavy duty app capacitor for the motor to get a power factor above 0.95. the capacitor shall confirm to is 2834 . 7. valves - supply of suitable size best quality heavy duty isi marked ci double flanged sluice valve and non return valve with suitable pressure rating 8. suction and delivery pipe connections - the size of the suction pipe is suitable as per the site condition with a max length of 7.5m. suitable size foot valve connecting at the suction pipe bottom etc. complete and connecting the delivery side of the pump with the valves and suitable specials to connect with the pumping main.warranty 2 year (1 year warranty+ 1 year additional warranty), od109714/2024-2025:dismantling the existing old damged pump by disconnecting the cables, 15.2.1:demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in-charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix), 4.3.1:centering and shuttering including strutting, propping etc. and removal of form work for:foundations, footings, bases for columns, 5.1.3:providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing i
Tender For project supply, installation, testing and commissioning of 20nos radar and accessories. sh civil works at yarada visakhapatnam phase-ii - extra for concrete work in superstructure above floor v level for each four floors or part thereof by mechnical means., reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) thermo- mechanically treated bars of grade fe-500d or more., centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in super structure above plinth level up to floor v level in :cement mortar 1:4 (1 cement : 4 coarse sand), providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete., float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm)., providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete., providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm, fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately), providing and fixing factory made single extruded wpc (wood polymer composite) solid door/window/clerestory windows & other frames/chowkhat comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modulus of elasticity 900 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with m.s hold fast/lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in- charge. (m.s hold fast/lugs or ss dash fasteners shall be paid for separately). frame size 45 x 70 mm, providing and fixing factory made single extruded wpc (wood polymer composite) solid plain flush door shutter of required size comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of being termite
Tender For corrigendum : providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.
Tender For bid to ras supply of as per ts , gate size 3 mx 2m double leaf frame made of angle iron 75x 75x6mm isi grade with shutters made of reinforcement tmt bar 12 mm dia as per ts , anti corrosive red oxide zinc chromate primer confirming to is 5 2004 make berger or asian or nerolac or equivalent , white lime , cement based paint snowcem of make berger or asian or nerolac or equivalent , three phase 1point 2 hp monoblock pump 430 volt complete and incl 3 mtr length required size flexible suction pipe foot valve as per ts , air termination single pointed aluminium rod 12 mm dia and 300 mm long , testing point terminal block make of gun metal and phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos 8 mm dia 25 mm long hexagonal head screw , aluminium strips 25 x 3mm , galvanized iron strip 32 x 6 mm , earthing plate 600 x 600 x 6 mm galvanised steel suitable for gi strip fittings drilled with 2 nos holes for 6 mm dia near one side , charcoal , salt normal , ci earth pit cover of size 300 x 300 x 6 mm with angle iron of size 20x20mm 3 mm thick with ms frame , nut bolt 6mm dia 30 mtr dia with check nut and washer , gi pipe 40mm dia 2 point 5 mtr , insulating pvc block 75x75x30 mm with insulating clamp nut and bolt , non woven geotextile 500gsm as seperation layer between wall and pvc mebbrance with provision of pvc disk and anchor faster for wall as per ts , 2 mm thick pvc p water proofing membrane properties of 2 mm thick pvc p water proofing membrane thickness minus 2 mm 5parcentage as per ts , non woven geotextile 500gsm as protective layer of pvc water proofing membrance with provision of high quality adhesive as per ts , non woven geotextile 500gsm as seperation layer between foundation and pvc mebbrance properties of geotextile 500 gms as per ts , non woven geotextile 500gsm as protective layer of pvc membrance properties of geotextile 500gsm properties of for wall as per ts , non woven geotextile 500gsm as seperation layer between deck slab and pvc mebbrance properties of geotextile 500 gms as per ts , 2 mm thick pvc p water proofing membrane properties of 2 mm thick pvc p water proofing membrane as per ts , non woven geotextile 500gsm as protective layer of pvc waterproofing mebbrance with provision of high quality adhesive as per ts , high quality adhesive for termination of pvc water proofing membrane at doors ventilators , pvc pipe 75 mm dia 3 mtr long make prince finolex supreme
Tender For corrigendum : etc of boiler and its auxiliaries and material management at 1x800 mw singareni thermal power project mancherial india - package-a: erection, testing, commissioning, trial operation and handing over of boiler and its auxiliaries including pressure part, non-pressure parts, duct dampers and its support structure, rotating equipment’s, air pre-heaters, id/fd/pa fans, mills, refractory etc. along with application of lining, insulation, supply & final painting/ touch-up painting as applicable and wherever required as per painting schedule including handling of materials at bhel / client's stores / storage yard and transportation to site at 1x800 mw singareni thermal power project, mancherial, india package-b: receipt, unloading, verifying, shifting, stacking, preservation, handling and handing over of components of boiler with auxiliaries including mills & feeders etc.; esp with auxiliaries, steam turbine & auxiliaries; turbo-generator & auxiliaries; pumps with aux., rotating machines, tanks & vessels, electrical, controls and instrumentation equipment’s, panels, cables / cable trays, and other related items including items of boiler, tg & other packages; hp & lp piping; refractory & insulation with cladding materials; bhel t&p; components & equipment of various other systems, pre-fabricated structures, structural & reinforcement steel, cement, supply installation and maintenance of cctv camera and providing services for materials management at 1x800 mw singareni thermal power project, mancherial, india
Tender For tender for supply of earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by engineer-in-charge. all kinds of soil , filling available excavated earth (excluding rock) in trenches , plinth , sides of foundations etc. in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead up to 50 m and lift upto 1.5 m , complete as per directions of engineer-in-charge. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1-3-6 (1 cement - 3 coarse sand (zone-iii) -6 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finishing and reinforcement - all work up to plinth level 1-1.5-3 (1 cement - 1.5 coarse sand (zone-iii)- 3 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level and below plinth level.thermo-mechanically treated bars of grade fe-500d or 550d , complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and lifta) in foundations , footings , bases of columns , etc.complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and liftb) in superstructure columns , lintels , beams , plinth beams , roofs etc. , complete as per directions of engineer-in-charge. , dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete , complete as per directions of engineer-in-charge. , supplying and filling in plinth with sand under floors , including watering , ramming , consolidating and dressing complete , complete as per directions of engineer-in-charge. , demolishing r.c.c. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. , neat cement punning , providing and grouting of pockets with cementitious grout non shrink of approved make by suitable means free flowing pump curing etc complete as per directions of engineer in charge the payment shall be made on the basis of actual weight of approved grout used as per directions of engineer in charge , structural steel work riveted , bolted or welded in built up sections , and framed work like purlins , frames , trusses etc. including cutting , hoisting , fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer , complete as per directions of engineer-in-charge.. , providing , laying and jointing glazed stoneware pipes of 150mm dia pipe of class sp1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of engineer in charge , constructing masonry chamber 120x120x100 cm inside , in brick work in cement mortar 1-4 (1 cement - 4 coarse sand) for sluice valve , with c.i. surface box 100 mm top diameter , 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1-2-4 mix (1 cement - 2 coarse sand - 4 graded stone aggregate 20 mm nominal size) , ic necessary excavation , foundation concrete 1-5-10 (1 cement -5 fine sand - 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1-3 (1 cement - 3 coarse sand) 12 mm