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State Government

CTN :42971338

11 Dec, 2025 8.63 Lacs

Fatehpur-Raj - Rajasthan

Tender For - nh-27 to sanwara km 3/00 - excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth, providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6, providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102, granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-iv material, back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per morth specification : clause : 304 sandy material

CTN :42620789

04 Dec, 2025 NA

Dibrugarh - Assam

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

CTN :42702298

04 Dec, 2025 9.92 Lacs

Sandur - Karnataka

Tender For 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

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