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
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 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