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Tender For corrigendum : estimate for lining of peori disty rd 20137-26187 (extension portion) off taking rd 25518/r of raika feeder by concrete lining m-15 concrete mix, mixed in automatic batching and mixing plant, carried to site in transit mixers, laid manually with s - estimate for lining of peori disty rd 20137-26187 (extension portion) off taking at rd 25518/r of raika feeder by concrete lining m-15 concrete mix, mixed in automatic batching and mixing plant, carried to site in transit mixers, laid manually with specified thickness.
Tender For supplying of materials and supplying and spreading of materials at various places of vapi municipal area. annual rate 2026-2027 - supplying of yellow earth, garden soil at site as directed., supplying of hard murram at site as directed., supplying of coarse clean sharp sand at site as directed., supplying of crushed stone aggregates, chippings etc. of disintegrated pieces, eletatrious and organic matter (for bitumen surface dressing etc.) and grading as per i.r.c.code., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii) 40 mm to 90 mm size metal, (iv)9 thick rubble, supplying bricks., supplying of granular sub base by providing coarse graded material, mixing by mix in place method with rotavator at omc, with grading material of 53 mm to 26.5 mm size @35 percent,26.5mm to 4.75 mm @ 45 percent and 2.36mm below @ 20 percent at site as directed., providing wet mix base course maximum 200 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, including cost of materials labour plant and equipment etc complete, construction of granular sub-base by providing coarse graded material(metal), spreading in uniform layer on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, etc, complete as directed by engineer in charge., providing and laying wet mix base course maximum 150 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, spreading into grade and camber with mechanical paver and consolidation with vibratory road roller including cost of material labour plant and equipment etc complete as directed by engineer in charge., supplying and spreading of following materials at site as directed by engineer in charge including rolling and consolidation with vibratory roller as directed by enigineer in charge., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii)40 mm to 90 mm size metal, (iv)9 thick rubble, supplying and spreading hard murram including rolling and consolidation with vibratory roller as directed by enigineer in charge., note:- all rate are required compulsory
Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem
Tender For corrigendum : trial to establish the feasibility and efficacy of deep soil mixing (dsm) for main plant structures of ghavp-3 and 4 (phase-i) at village-gorakhpur, distt.-fatehabad, haryana.
Tender For corrigendum : work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per table 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all l
Tender For supply and delivery of kitchen equipments for amma unavagam in villupuram municipality - supply and delivery of steam boiler with stand & burner water capacity 250 liters, operated by both lpg and fire wood, outer shells 8mm ms plate, inner shells 14 g (2.5mm thickness) 304 grade ss with 10 g (3mm thickness) 304 grade ss sheet, automatic float valve assembly, safety valve, pressure gauge meter, water level indicator, drainage valve, flame sensor, rubber gasket for inner vessel lid, ms stand 45x45x6mm angle, high pressure burner, ncv with fittings for lpg and chimney 10 feet.(to generate steam) , steam generator (m.s outer :28 dia x 45 h, s.s inner 17 dia x 35 h) , m.s.fire bar stand , 6 " dia ms smoke pipe (3feet) , supply and delivery of rice vessel 25 kgs capacity, operated on steam made out of 14 g (2.5mm thickness) 304 ss sheet, lid and tilting handle, side support ‘u’ clamp, unloadable by tilting the handle, mounted on a type tubular ss stand 6mm thickness, ss flat with lick rod.(rice cooking & mu ltipurpose vessel) , supply and delivery of dhal vessel 25 kgs capacity, double jacketed, made out of 14 g (2.5mm thickness) 304 grade ss sheet with lid, tilting handle, side support ‘u’ clamp safety valve, steam trap, unloadable by tilting handle, mounted in a type tubular ss stand 6mm thickness ss pipe, ss flat with lock rod.( size 16" dia x 16 h , 50 ltrs to make dhal without mixing steam in dhal) , supply and delivery of single burner cooking range size : 24”l x 24”b x 18”h, top : 304 grade 16 g ss sheet, frame : 32x32x6mm ms angle, covering : 20 gauge ss 304 grade sheet four sides, pan support : 1 no cast iron grid, burner : 1 no, t 35 high pressure burner lpg with fittings, ncv : 1 no, legs : 1 ½” 16 g ss 304 grade pipe legs with adjustable nylon bullet legs.(for cooking purpose) , supply and delivery of double burner cooking range size : 48”x27”x16”, top : 304 grade 16 g ss sheet, frame : 32x32x6mm ms angle, covering : 20 gauge ss 304 grade sheet four side, pan support : 2 nos cast iron grid, burner : 2 nos, t 35 high pressure burner lpg with fittings, ncv : 2 nos, legs : 1 ½” 16 g ss 304 grade pipe legs with adjustable nylon bullet legs. , supply and delivery of idly cooking unit, ss vessels, plastic materials, mixie, tilting grinder, pulvariser grinder and other equipments , ss rice karandi, big size , ss sambar karandi, big size , ss water drum 50 litres capacity , ss water jug , ss plates, round plain , ss tumblers, with curved edges, 300 ml capacity , mobbu , plastic tray , plastic pot , plastic mug , plastic drum, 50 litres , plastic container (10 litres , plastic muram , plastic stool medium , cloth mat , hot box , mixer heavy duty 1 hp, 3 jar , tilting grinder 15 litres capacity , wall clock , supply and delivery and fixing of r.o plant isi make, with control panel, sand filter vessel, carbon filter vessel, 10 micron filter, 4 membrane, 4 membrane housing, 10 filter housing, 2 pressure gauge, booster pump (cri), 2 vessel valve, pebbles as required , gst. 18% (cgst-9%, sgst-9%) , , , , , ,
Tender For repair, construction and installation of shed for generator, iron mesh covering of bio mixing tank of bio gas plant in modern cattle shed, cirb (hisar)
Tender For annual rate of hotmix material for various roads under rajpipla (r&b) division rajpipla (2026-27) - providing and laying premix semi dense bituminous concrete with b.t. aggregate as per morth gradation & using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg./10 sq.m. on bt surface with asphalt grade vg-30 for mixing @ 50.00 kg./m.t. including heating and mixing the aggregate and asphalt by continuous of batch mix plant and hot laid process laying with paver finisher and consolidation with roller as per morth specification to achieve desire density, including cost all materials equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using contractor's own machineries batch mix plant and paver finisher etc. complete. plant and paver finisher etc. complete. providing and laying 50 mm thick bituminous macadam with b.t. aggregate as per morth specification and using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg. / 10 sq.m. on bt surface with mechanical sprayer and bulk asphalt vg 30 for mixing @ 34.00 kg./m.t. i.e. 3.40 percentage of total weight of mix including heating and mixing the aggregate and asphalt in continuous of drummix plant and hot laid process spreading the same by paver finisher and consolidation with roller as per morth specification to achieve desire density, including providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drummix plant and paver finisher etc. complete. providing & laying bituminous grout 37.5 mm thick compacted with asphalt of vg 30grade @ 1.99 percentage by weight of mix for mixing and 2.5 kg/10 sqm. of rapid curing emulsion for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying with sensor paver finisher and consolidation work as per most specifications including cost of materials labours labour equipment and plant fuel oil complete.... providing and laying 250mm thick wet mix macadam (w.m.m.) in two layers (each layer of 150mm avearge) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water omc in mechanically mix (pug mill) carriage of mix material by contractor's 1.000 own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per most specification to achieve the desired density (mechanically providing & laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as per most specifications including cost of materials labours labour equipment etc. complete..... labour charges for spreading hotmix / drummix material on scattered area of road by manually in regular shape including surface dressing with wire brush and spreading of sand including cost of sand. complete. (for patch work) labour charges for spreading hotmix / drummix material by paver finisher including heating and spraying tackcoat as per requirement consolidation by static roller and spraying stone dust as directed etc. complete. providing and laying asphalt painting on b.t. surface with bitumen v.g. 30 at rate of 5 kg./10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.mt. / 10 sq.mt. in selected length of the road including rolling and cost of asphalt. providing. laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 sq.m. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 sq.μ. of roadsurface for second layer and using 0.13cu.m. of key aggregate per 10 sq.m. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be paid separately) surface dressing two coat with bitumen using 18kg.bitumen per 10.0 sq.m. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 sq.m. for first coa
Tender For execution of asphalt road on existing w.b.m. service road from r.d. 63.00 km. to r.d. 104.00 km. of bargi diversion project. (2nd call) - on turnkey basis the execution of asphalt road on existing w.b.m. service road from r.d. 63.00 km. to r.d. 104.00 km. of right bank main canal of bargi diversion project, providing laying spreading and compacting graded stone aggregate to wet mix macadam at o.m.c., prime coat with bitumen emulsion applying primer coat with bitumen emulsion (ss-1), applying tack coat with bitumen emulsion (rs-1), providing laying and rolling of open graded pre-mix carpet of 20 mm thickness mixing in suitable plant, providing and laying seal coat sealing the voids in bitumen surface type b(ii) bitumen (vg-30), construction of solder with selected soil having cbr value not less than 12. the work also includes 12 month defect liability period, operation and maintenance running simultaneously after completion of the work.