Tender For providing and fixing of chain link fencing and providing and fixing of vitrified flooring and concrete works and providing toilet facility in ngri school at ngri hyderabad
Tender For construction of spots complex maharana partap school ward no-2 at dharamgiri in tehsil nagrota bagwan, distt. kangra (h.p.). (mplad head).(sh-providing and laying cement concrete pavement and floor tiles work etc)
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 a) work of repairs & water proofing of the podium parking area p1, p2, p3 and ground floor (approximate area: 11,500 sq. ft.) b) work of repairs & water proofing of the ramp area way to podium parking area p1, p2, p3 (approximate area: 6,800 sq.ft.) for shiromani 'a' wing co-op hsg. soc. ltd. & shirmani 'b' wing co-op hsg. soc. ltd., shiromani tower, raj kamal studio compound, raj kamal lane, dr. s. s. rao marg, parel, mumbai 400012
Tender For repair/maint of external water supply and allied works and repair /maint. pumps,motors and connected items at different location at rampur,uri and naugam under ge 969 ews
Tender For sh construction of rcc intake chamber construction of stand post construction of drain and providing laying jointing and testing of hdpe pipe under pdna - restoration of rain damages to wss kugti in gp kugti tehsil bharmour distt chamba (sh-c/o rcc intake chamber c/o stand post, c/o drain and providing laying jointing and testing of hdpe pipe.(under pdna)
Tender For scope of work (sow) as mentioned in tender and schedule of work( 8 )items as given below ,[1] providing and laying of app membrane 7000.000 m2,[2] layg,tar felting treatment on roof 1000.000 m2,[3] supply, application epoxy exp joint 25.000 m,[4] remvng,tarfelt 2000.000 m2,[5] prvdg,screed concrete,1:2:4,12mm 25.000 m3,[6] clng,all kind of roof 5000.000 m2,[7] disman,pcc/rcc,lime terracing 175.000 m2,[8] fixg,upvc pipe,dia160mm,is:13591-1992 50.000 m
Tender For removing pcc /shahabad slabs from the side lining of canal, providing cohesive non-swelling (cns) soil lining to canals using soil from borrow area, earth work excavation for foundation by mechanical means, providing and laying insitu vibrated m-15 grade cement concrete for side lining of canal, m10 for foundation, m20 for sub structures, providing and filling murrum/gravelly soil (cns soil) for foundation and supplying s&s rcc spun / vibrated cast pipes (reinforced) pipes np-3 class.