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Tender For supply of toy testing equipment - small part cylinder tester , rattle test template tester for shape and size of certain toys , small ball tester test for shape and size of certain toys , articulated accessibility probe tester , sharp-edge tester , sharp-point tester , thickness of plastic film and sheeting tester , cord crosssectional dimension and length tester , head probe tester , hook test fixture for cords and loops tester , self-retracting ropes tester , electrical resistance tester , stability and overload tester sideways stability test, feet available for stabilization , stability and overload tester sideways stability test, feet unavailable for stabilisation , stability and overload tester sideways stability test, feet unavailable for stabilization , stability and overload tester overload test for ride-on toys and seats , stability and overload tester stability test of stationary floor toys , toys chest lid tester , ball impact tester for toys , kinetic energy of projectile tester , motor horizontal brake performance tester freewheeling facility , brake performance tester for brake performance for toy bicycles , leakage tester of liquid-filled toys , durability tester of mouth-actuated toys , drop tester , torque tester , tension tester with accessories , compression tester stainless steel disc , flexure tester , sound pressure levels tester with noise testing stand , static strength tester for toy scooters , dynamic strength tester for toy scooters , brake performance tester for toy scooters , strength tester of toy scooter steering tubes , tension tester for magnets , magnetic flux index tester , projectile range tester , tip assessment of rigid projectiles tester , yo-yo ball measurement of elastic constant, k and length tester , jaw entrapment tester , flammability tester of toys , stability of activity toys with a free height of fall of 600 mm or less tester , stability tester of toddler swings pendulum test apparatus , strength tester of swings and similar toys , dynamic strength of barriers and handrails tester , impact tester from swing elements , tester for head and neck entrapment , toggle tester , tester for protrusions , durability tester for suspension connectors and means of suspension , deflation of inflatable activity toys tester , tipover tester for large and bulky toys , digital humidity controller tester , determination of speed of electrically driven ride-on toys tester
Tender For tender for supply of puc civil allied works : : - 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