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Government Departments

TRN :49019859 | 21 May, 2025

Tender Value : 10.21 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 44, c-block, new agra, c.c. road improvement work by. - scrapping of the maxpalt bitumen road etc. all complete. 2 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 for all lift, as directed by engineer-in-charge: all kinds of soil. 3 demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 4 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 5 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 6 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 8 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. 10 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 11 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 12 sub total (a) 13 add / deduction for estimate figure amount match 14 grand total

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. 36 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 61 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 62 providing and fixing aluminium sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

Government Departments

TRN :49029530 | 21 May, 2025

Tender Value : 8.34 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone room no. 79 khatik basti dr. a.k. road construction work by c.c. from singh residence to mukeem residence. - demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 2 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 3 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 4 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 6 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) 7 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 8 carriage of ballast, kankar, coal, grit or sand etc. by head load up to 90 meters (3 chain only) including loading & unloading but excluding stacking. 9 supply and mixing 3.5 kg and or as specified by the manufacturer hardener in tremix concrete per sqm. 10 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 11 sub total (a) 12 add / deduction for estimate figure amount match 13 grand total

State Government

TRN :49057999 | 23 May, 2025

Tender Value : 0

Ghaziabad - Uttar Pradesh

Tender for tender for construction of civil works for increasing capacity from (1x500 plus 2x315 mva) to (2x500 plus 1x315 mva) at 400 k.v. sub-station-ist muradnagar ghaziabad. - 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) all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge. 2 excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all 3 providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 4 providing and laying in position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - all work up to plinth level : 5 providing and laying in position cement concrete of specified grade1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level : 6 providing and laying in position specified grade of reinforced cement concrete 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), excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 7 centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete 8 centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 9 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform 10 centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 11 providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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). 12 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 of grade fe-500d or more. 13 brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,t&p etc complete . 14 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). 15 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). 16 dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks 17 supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge . 18 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 19 mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof workgates etc. wrought to required form including holes rivetting or welding where necessary and also fixingin proper position and alignment but when steel is to be provided by the department . 20 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand). 21 extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. 22 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 23 neat cement punning 24 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 25 demolishing cement concrete (nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 26 demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. 27 dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 28 demolishing r.c.c. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 29 dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the engineer - in - charge. including all labour and t&p etc. required for proper completion of the work 30 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 31 supply of 25 mm. dia m.s. anchor bolts (conforming to is 266)500 mm. long with base plate (50x50x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & t&p for proper completion of work 32 fixing and grouting 25 mmand below dia m.s. anchor bolt in proper alignment level and setout with the help of a template including supply of all labour t&p etc. reqd. for proper completion of the work. (labour rates only) . 33 grouting of 90/105 lbs m.s. railincluding cost of all materials,labour & t&p for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of eng i/c. (rail to be supplied by thedept.)(labour rates only) . 34 s/f in position 105 lbs m.s. rail for transformer plinth including cost of all labour, material and t&p etc. required for proper completion of the work. 35 fixing and grouting of trench edging in proper level and alignment including cost of all labour, and t&p etc. required for proper completion of the work but excluding cost of c.c. (labour rates only) . 36 fixing of template in position level and alignment for groutingof anchor bolt in auxiliary gantry (labour rate only). 37 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work (labour rate only). 38 fabrication of template forauxiliary foundation including cost of all labour, and t&p etc. required for proper completion of the work. steel shall be arranged by contractor free of cost. this template shall be property of contractor.(labour rate only). 39 4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm gradedapproved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement andmarble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels ifany and giving them a uniform finish including supply of all materials, labour and t&p etc, required forproper completion of the work. without base cc 40 placing of trench cover of all size in proper position including transportation from different places withinthe s/s area including all labour, t&p etc. required for proper completion of the work as per direction ofengineer - in - charge. 41 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 42 providing and laying swr, pvc ( finolex or equivalent ) pipe including cost of excavation, c.c etc including its jointing and connection, all materials, labour and t&p etc. required for proper completion of the work (110mm dia pipe) 43 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-incharge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concrete manufactured in automatic batching plant (rmc plant) i/c transportation to site in transit mixer 44 providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood pre-laminated one side decorative lamination and other side balancing lamination grade i, type ii, is : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete : (12mm thick partical board) 45 hiring of beldar(labour).

State Government

TRN :49060352 | 16 May, 2025

Tender Value : 0

Thodupuzha - Kerala

Tender for tender for cte-thodupuzha - roofing- 1 roofing work - cte-thodupuzha 2 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin- charge. the sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 3 providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : ridges plain (500 - 600mm) 4 providing and fixing 15 cm wide, 45 cm overall semi-circular plain g.s. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² 5 steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.hot finished welded type tubes 6 structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete 7 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 designmix) 8 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 (zone-iii) : 4 graded stoneaggregate 20 mm nominal size) 9 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers andcantilevers

State Government

TRN :49066876 | 30 May, 2025

Tender Value : 3.62 Lacs

Bankura - West Bengal

Tender for repairing and concreting work 2 no and 3 nos store and roofing work (fiber glass sheet) at bsmc and h site bankura sammilani medical college and hospital water supply scheme in the block bankura-i under bankura sadar sub-division

State Government

TRN :49024279 | 14 May, 2025

Tender Value : 0

Firozabad - Uttar Pradesh

Tender for tender for repair work in government high school niyamatpur firozabad under alankar yojana - dismantling doors and windows leaves including chaukhats but excluding hold fasts and including stacking of materials as directed by engineer-in-charge within a distance of 60 meters (200 feet) ch-17 -si no. 15 (705) 2 dismantling existing plaster including disposal of refuse as directed by engineer-in-charge within a distance of 60 meters. ch-17 -si no. 16 (706) 3 earthwork in excavation in trenches for foundation pipes cable etc. in ordinary soil, including lift upto 1.5 m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth including all labour, t&p etc. for proper completion of work, as directed by engineer incharge. (si. no. 251) 4 class-150 brick work in 1:3 cement and coarse sand of 1.25 fm mortar in super structure including necessary moulding and cutting of bricks as required including supply of all materials, labour and t&p etc. required for proper completion of the work thickness of wall of half brick thick.ch-6 -si no. 2(6.1) 5 providing and laying in cement concrete 1:1.5:3(1cement:1.5 fine sand:3 graded brick aggregate 20 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 6 providing and laying in cement concrete 1:4:8 (1cement:4fine sand:8graded brick aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floors. (si. no. 275) 7 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) door chaukhats above 1.5 sq.m. and upto 5 sq.m. 8 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) window chaukhats above 1.5 sq.m. and upto 5 sq.m. 9 fixing to steel or wooden chaukhats in position. ch-10 -si no. 9(11.14) (labour only) ventilator chaukhats above 1.5 sq.m. and upto 5 sq.m. 10 provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick panes.ch-9 -si no. new(14) 11 mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. ch-10 -si no. 2, (503) 12 mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (when not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. ch-10 -si no. 3, (502) 13 providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.with out base concrete ch-14 -si no. 24 (11.41) same as above but for 600x600mm size. 14 repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : ch-13 -si no. 18(14.1) (b) with cement mortar 1:4 (1cement: 4 coarse sand) 15 12 mm cement plaster 1:4 (1 cement and 4 finesand) in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angels chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. no extra for mixing any additive. (ch. 13 item no. 13.4 newly surface. 16 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no. 19.29 17 finishing walls with one coat of waterproof cement paint of approved quality on previously old treated surface with this paint to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powder material including curing and cost of all materials. ch. 15 item no.662 18 providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. ch. 15 item no. 31-new 19 one priming coat & two coat oil distemper on new work including supply of all materials, labour, t&p etc. required for proper completion of work. paint to be used should confirm isi no. 103-1950. (si. no. 9+10-682) chapter -16 20 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 ,2-19.29 +3-642) 21 painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 sq.m. in area with superior synthetic enamel such as luxol 3, hi gloss apcolite, superlac, dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.( ch-15 si no 3-642 ) 22 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests. 23 providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: white vitreous china wash basin size 630x450 mm with a pair of 15 mm c. p. brass pillar taps 24 supply & fixing of 11 cm (4) internal dia. pvc down pipes complete with rosehead, bends and gratings & including supply of necessary m.s. clamps 2.5cmx 3 mm1x 1/8) fixed to walls, with & includiug supply of 15cm (6) long 6 mm(1/4) dia. nails & including supply of all material labour and t&p etc. required for proper completion of the work & also including repair of plaster,pointing etc. if damaged during fixing of pipes. details of 30 length. toilet waste water 25 note - 1. cost of maintenance of road for five years will be paid as per g.o. no. 17/2024 sa-113/23-1-2024-23-1099/113/2023 date 16-01-2024 2. the departmental road roller if spare, shall be made available to the contructior at site @ rs. 2500 per day shall be made from contractors bell for idle period 3.payment of maintenance shall be made as per final execution of civil work wich may vary from the boq.

Corporations And Associations And Others

TRN :49025912 | 19 May, 2025

Tender Value : 8.46 Crore

Bangalore Rural - Karnataka

Tender for tender for construction of moulana azad model school/college (02 nos) in different taluk of kodagu and bangalore rural districts-g+2 truss and galvanized and poly carbonate sheet roofing works at second floor-package-2 (kushalanagar-1, nelamangala-1) (fixed price no variation)

Corporations And Associations And Others

TRN :49025931 | 19 May, 2025

Tender Value : 8.27 Crore

Yadgiri - Karnataka

Tender for tender for construction of moulana azad model school/college (02 nos) in different taluk of yadgiri and raichur districts-g+2 truss and galvanized and poly carbonate sheet roofing works at second floor-package-3 (hunasagi-1. manvi-1) (fixed price no variation)

Corporations And Associations And Others

TRN :49025947 | 19 May, 2025

Tender Value : 16.55 Crore

Kalaburagi - Karnataka

Tender for tender for construction of moulana azad model school / college (04 nos) in different taluk of kalaburgi and bidar districts-g+2 truss and galvanized and poly carbonate sheet roofing works at second floor package-5 (malakhed sedam-1, sedam-1, humanabad-1, chitaguppa-1) (fixed price no variation)

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Tender for tender for construction of moulana azad model school/college (02 nos) in different taluk of kodagu and bangalore rural districts-g+2 truss and galvanized and poly carbonate sheet roofing works at second floor-package-2 (kushalanagar-1, nelamangala-1) (fixed price no variation)

Tender for tender for construction of moulana azad model school/college (02 nos) in different taluk of yadgiri and raichur districts-g+2 truss and galvanized and poly carbonate sheet roofing works at second floor-package-3 (hunasagi-1. manvi-1) (fixed price no variation)

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