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Tender For the quotation is invited to ascertain and assess the rate of materials as per with lowest market rate for framing of schedule of rate. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source, fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batchingplant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher., close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel, aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 tonne ), road studs 100x100mm fitted with lense reflectors vide clause cl 804.2 of morth (5th revision), bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation), taking elastomeri
Tender For supply of list of approved construction materials for the preparation of schedule of rates for the year 2026, basic rates of which to be approved by the state level schedule rate committee (materials should conform to relevant b.i.s., mord and mort&h specifications). the rates will be inclusive of royalty but exclusive of all taxes, g.s.t,overhead and contractor's profit. "rates are at source"quarry/ crusher plant. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source , fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batchingplant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher. , close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel , aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 to
Tender For stone boulder of size 150 mm and below at source quarry supply of quarried stone 150-200 mm size for hand broken at source quarry boulder with minimum size of 300 mm for pitching at source quarry coarse sand i) at source coarse sand ii) at source fine sand at source quarry moorum at source quarry gravel/quarry spall at source quarry granular material or hard murum for gsb works at source quarry fly ash conforming to is:3812 (part ii & i) at hmp plant/batchingplant/crushing plant filter media/filter material as per table 300-3 (mort&h specification) at crusher. close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher. close graded granular sub-base material 37.5 mm to 9.5 mm at crusher. close graded granular sub-base material 26.5 mm to 9.5 mm at crusher. close graded granular sub-base material 9.5 mm to 4.75 mm at crusher. close graded granular sub-base material 9.5 mm to 2.36mm at crusher. close graded granular sub-base material 4.75mm to 2.36mm at crusher. close graded granular sub-base material 4.75mm to 75 micron at crusher. close graded granular sub-base material 2.36 mm & below at crusher. stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher. coarse graded granular sub-base material 2.36 mm & below at crusher. coarse graded granular sub-base material 4.75 mm to 75 micron at crusher. coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher. coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher. coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher. coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher. coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher. coarse graded granular sub-base material 53 mm to 26.5 mm at crusher. aggregates below 5.6 mm at crusher. aggregates 22.4 mm to 2.36 mm at crusher. aggregates 22.4 mm to 5.6 mm at crusher. aggregates 45 mm to 2.8 mm at crusher. aggregates 45 mm to 22.4 mm at crusher. aggregates 53 mm to 2.8 mm at crusher. aggregates 53 mm to 22.4 mm(grade iii) at crusher. aggregates 63 mm to 2.8 mm at crusher. aggregates 63 mm to 45 mm (grade ii)at crusher. aggregates 90 mm to 45mm(grade i) at crusher. aggregates 10 mm to 5 mm at crusher. aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher. aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher. aggregates 13.2 mm to 5.6 mm at crusher. aggregates 13.2 mm to 10 mm at crusher. aggregates 20 mm to 10 mm at crusher. aggregates 25 mm to10 mm at crusher. aggregates 19 mm to 6 mm at crusher. aggregates 37.5 mm to 19 mm at crusher. aggregates 37.5 mm to 25 mm at crusher. aggregates 6 mm nominal size at crusher. aggregates 10 mm nominal size at crusher plant. aggregates 13.2/12.5 mm nominal size at crusher plant. aggregates 20 mm nominal size at crusher plant. aggregates 25 mm nominal size at crusher. aggregates 40 mm nominal size at crusher. crushing of stone aggregates (gsb crusher run) ac pipe 100 mm dia acrylic polymer bonding coat alluminium paint aluminium alloy plate 2mm thick aluminium alloy/galvanised steel aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm barbed wire bearing (cost of parts) bearing (cast steel rocker bearing assembly of 250 tonne ) road studs 100x100mm fitted with lense reflectors vide clause cl 804.2 of morth (5th revision) bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation) taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm bearing (forged steel roller bearing of 250 tonne) bearing (pot type bearing assembly consisting of a metal piston supported by a disc, pt
Tender For list of approved construction materials for the preparation of schedule of rates for the year 2026, basic rates of which to be approved by the state level schedule rate committee (materials should conform to relevant b.i.s., mord and mort&h specifications). the rates will be inclusive of royalty but exclusive of all taxes, g.s.t,overhead and contractors profit. "rates are at source"quarry/ crusher plant. - stone boulder of size 150 mm and below at source quarry, supply of quarried stone 150-200 mm size for hand broken at source quarry, boulder with minimum size of 300 mm for pitching at source quarry, coarse sand i) at source, coarse sand ii) at source, fine sand at source quarry, moorum at source quarry, gravel/quarry spall at source quarry, granular material or hard murum for gsb works at source quarry, fly ash conforming to is:3812 (part ii & i) at hmp plant/batchingplant/crushing plant, filter media/filter material as per table 300-3 (mort&h specification) at crusher., close graded granular sub-base material 53 mm to 9.5 mm/4.75mm at crusher., close graded granular sub-base material 37.5 mm to 9.5 mm at crusher., close graded granular sub-base material 26.5 mm to 9.5 mm at crusher., close graded granular sub-base material 9.5 mm to 4.75 mm at crusher., close graded granular sub-base material 9.5 mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 2.36mm at crusher., close graded granular sub-base material 4.75mm to 75 micron at crusher., close graded granular sub-base material 2.36 mm & below at crusher., stone crusher dust finer than 3 mm with not more than 10% passing 0.075 mm sieve at crusher., coarse graded granular sub-base material 2.36 mm & below at crusher., coarse graded granular sub-base material 4.75 mm to 75 micron at crusher., coarse graded granular sub-base material 4.75mm to 2.36 mm at crusher., coarse graded granular sub-base material 9.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5mm to 4.75 mm at crusher., coarse graded granular sub-base material 26.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 37.5 mm to 9.5 mm at crusher., coarse graded granular sub-base material 53 mm to 26.5 mm at crusher., aggregates below 5.6 mm at crusher., aggregates 22.4 mm to 2.36 mm at crusher., aggregates 22.4 mm to 5.6 mm at crusher., aggregates 45 mm to 2.8 mm at crusher., aggregates 45 mm to 22.4 mm at crusher., aggregates 53 mm to 2.8 mm at crusher., aggregates 53 mm to 22.4 mm(grade iii) at crusher., aggregates 63 mm to 2.8 mm at crusher., aggregates 63 mm to 45 mm (grade ii)at crusher., aggregates 90 mm to 45mm(grade i) at crusher., aggregates 10 mm to 5 mm at crusher., aggregates 11.2 mm to 0.09 mm (key aggregate type b) at crusher., aggregates 13.2 mm to 0.09 mm (key aggregate type a) at crusher., aggregates 13.2 mm to 5.6 mm at crusher., aggregates 13.2 mm to 10 mm at crusher., aggregates 20 mm to 10 mm at crusher., aggregates 25 mm to10 mm at crusher., aggregates 19 mm to 6 mm at crusher., aggregates 37.5 mm to 19 mm at crusher., aggregates 37.5 mm to 25 mm at crusher., aggregates 6 mm nominal size at crusher., aggregates 10 mm nominal size at crusher plant., aggregates 13.2/12.5 mm nominal size at crusher plant., aggregates 20 mm nominal size at crusher plant., aggregates 25 mm nominal size at crusher., aggregates 40 mm nominal size at crusher., crushing of stone aggregates (gsb crusher run), ac pipe 100 mm dia, acrylic polymer bonding coat, alluminium paint, aluminium alloy plate 2mm thick, aluminium alloy/galvanised steel, aluminium sheeting 2mm thick fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable class-b type iv, road aluminium stud with micro prismatic lens reflectors (with shank) 100 x 100 mm, barbed wire, bearing (cost of parts), bearing (cast steel rocker bearing assembly of 250 tonne ), road st
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 periodic renewal on jawalamukhi dehra jawali raja ka talab road for the year 2026 27 under mdr road sh providing and laying 30mm thick bituminous concrete with paver finisher in km 22.00 to 24.00.
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 batchingplant, 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 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 drum mix 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 drum mix 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 / drum mix 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 / drum mix 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 providing and laying bituminous concrete 3.00 cm and 4.00 cm thick compacted including correction works with dbm 5.00 cm thick compacted with hot mix plant using crushed aggregates of specified grading laying with paver finisher including cleaning of - providing and laying bituminous concrete 3.00 cm & 4.00 cm thick compacted including correction works with dbm 5.00 cm thick compacted with hot mix plant using crushed aggregates of specified grading laying with paver finisher including cleaning of road surface, applying tack coat, road marking 2.5 mm thick and providing & fixing of road studs as per mort&h specifications between km 0.00 to km 5.127 (net length-5.127 km) on road northern by pass (bc 4.00 cm) under part ‘a’, between km 4.800 to km 6.250 (net length-1.450 km) on road gangtok-chungthang (bc 4.00 cm) under part ‘b’ and between km 0.00 to km 1.540 (net length-1.540 km) on swastik approach road (bc 3.00 cm) under part ‘c’ for resurfacing works for fy 2026-27 under 129 rcc in 764 brtf area under project swastik in sikkim state 3rd call’’