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Tender For resurfacing of existing reginal store, agm office and barrier no 7 to mtk-2 via gm mining office by bituminousmacadam at dipka expansion project of dipka area.
Tender For improvement and development of road and berm strengthening with remodeling of drain from h.no. 2/37 to h.no. 22/37 at road no.37 by providing bituminousmacadam, bituminious concrete, bitumen emulsion, road marking strips, brick work, precast slab, rcc it
Tender For corrigendum : construction of equipment room at nrl rt - civil, structural & architectural, earth work in excavation (refer specification no. c-spc-103), earth work in excavation below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting., for depth beyond 1.5m and upto & inclusive of 3.0m., earthwork in filling by excavating the earth from borrow areas arranged by contractor for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete., backfilling after execution of the work to proper grade and level with selected materials from available excavated soil from spoil heaps, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete., transporting and disposing the surplus earth and debris including shrubs and vegetations from construction area to areas anywhere outside the plant boundary including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. for carting on the basis of truck measurements (volume of truck reduced by 30% for voids) disposal area s outside plant boundary to be arranged by the contractor .royalty as applicable for disposal outside plant limits to be borne by the contractor., plain & reinforced cement concrete (refer specification no. c-spc-104), providing and laying plain cement concrete for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 cement: 5 coarse sand: 10 crushed stone aggregates/gravels) with 40mm and down size graded crushed stone aggaregates/gravels.(all materials including cement supplied by contractor at their cost), providing and laying reinforced cement concrete of m-30 grade with 20mm and down size graded crushed stone aggregates/gravel in sub-structure of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, rcc pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever req
Tender For corrigendum : supply of materials for roads works of anthapura gp mgnrega works 2025-26 - form work at1percentage 1432bnstms143sb91259125, de bonding strips 3.75 m 1432bnstms143sb91259125, bituminous sealant 800 ml per joint 23 joints 1432bnstms143sb91259125, polythene sheet 125 mm micron 1432bnstms143sb91259125, air compressor 1 hour initia plus1 hour final 1432bnstms143sb91259125, concrete jiont cutting machine for initial and final cuts 1432bnstms143sb91259125, plate vibrator 1432bnstms143sb91259125, screed vibrator 1432bnstms143sb91259125, needle vibrator 1432bnstms143sb91259125, water tanker 1432bnstms143sb91259125, vibratory roller 8 tonne 1432bnstms143sb91259125, water tanker 6 kl capacity 1432bnstms143sb91259125, concrete mixer 0.4 bar0.28 cum capacity 1432bnstms143sb91259125, water1432bnstms143sb91259125, gravel 2.36 mm bar murrum 1432bnstms143sb91259125, granite metal 40 mm 1432bnstms143sb91259125, granite metal 20 mm 1432bnstms143sb91259125, crushed stone course aggregate 53 1432bnstms143sb91259125, crushed stone chippings 13.2 mm 1432bnstms143sb91259125, broken stone aggregate 40 mm size 1432bnstms143sb91259125, broken granite metal 20 mm 1432bnstms143sb91259125, broken granite metal 10 mm 1432bnstms143sb91259125, coarse sand zone 3 1432bnstms143sb91259125, plasticizer bar super plasticizer 1432bnstms143sb91259125, portland cement 1432bnstms143sb91259125
Tender For corrigendum : name of work:- rmc to nagpura. - clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per morth specification clause 305.4.3, wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminousmacadam providing and laying bituminousmacadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead upto 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special a
Tender For periodical repair to ibbr-32 from bp no. 268/5-s to 270/2-s (total length: 5.912 km.) with 40 mm thick bituminous concrete alongwith pot holes repairs by bituminousmacadam in dakshin dinajpur district of west bengal.
Tender For supply of material for execution of civil work to grama panchayath koluru - display board / cib koluru gp, water tanker koluru gp, vibratory roller 8 tonne koluru gp, mr9502-water koluru gp, tractor - 40 hp koluru gp, krgpov-supply of crushed stone aggregate 53mm, krgpov-supply of granite metal 20 mm, krgpov-supply of granite metal 40 mm, krgpov-supply of gravel or murrum
Tender For construction of metaling road from bhushan upadhyay house to nala from halaga village in belgaum taluk. from 1.12 km to 1.8 km - crushed stone chippings 13.2 mm.,, crushed stone course aggregate 53.,, caseii - unsurfaced gravelled road (add 10 % of cost of carriage to cover cost of loading and unloading), tipper 5 cum capacity,., front end loader 1 cum capacity,., generator 100 kva,., wet mix plant (pug mill),., grit / stone dust.,, fine aggregate/crushed sand 2.36mm - 75 micron at 30, fine aggregate 10mm ,., coarse aggreages 12 mm,.,, granite metal 20 mm.,, granite metal 40 mm.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.
Tender For construction of metaling road from basarikatti chandanahosura road to sambrekar and desaivar s land in belgaum taluka - semi skilled,, fitter(grade1).,., fine aggregate 10mm ,., name ., binding wire,., tmt bars fe 500,., add handling loading and unloading at 2% on material.,, rcc pipes np2 900mm dia including collars., add 24% centering(since centering area increased), add watering charges at 1 % on material.,, mixer (concrete) - 1 cum capacity.,, portland cement,., broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 20 mm size,, broken stone aggregate 40 mm size,, coarse sand (zone iii),, boulders.,, crushed stone chippings 13.2 mm.,, crushed stone course aggregate 53.,, caseii - unsurfaced gravelled road (add 10 % of cost of carriage to cover cost of loading and unloading), tipper 5 cum capacity,., front end loader 1 cum capacity,., generator 100 kva,., wet mix plant (pug mill),., grit / stone dust.,, fine aggregate/crushed sand 2.36mm - 75 micron at 30, coarse aggreages 12 mm,.,, granite metal 20 mm.,, granite metal 40 mm.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.
Tender For construction of metaling road from peejaar land to yallappa chikkalaki land near chalakate in tarihal village of belgaum taluk - semi skilled,, fitter(grade1).,., rcc pipes np2 750mm dia, binding wire,., tmt bars fe 500,., add handling loading and unloading at 2% on material.,, rcc pipes np2 900mm dia including collars., add 24 percent centering charges (since centering area increased), mixer (concrete) - 1 cum capacity.,, portland cement,., broken stone aggregate 12 mm to 10 mm size,, broken stone aggregate 40 mm size,, broken stone aggregate 20 mm size,, coarse sand (zone iii),, boulders.,, crushed stone chippings 13.2 mm.,, crushed stone course aggregate 53.,, tipper 5 cum capacity,., front end loader 1 cum capacity,., generator 100 kva,., wet mix plant (pug mill),., grit / stone dust.,, fine aggregate/crushed sand 2.36mm - 75 micron at 30, fine aggregate 10mm ,., coarse aggreages 12 mm,.,, granite metal 20 mm.,, granite metal 40 mm.,, vibratory roller 8 tonne,., water tanker,, gravel 2.36 mm/murrum,, water.,., tractor - 40 hp.