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Tender For 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 required, vibrati
Tender For supply of soil, humus and sand and preparation of potting mixture after sieving soil, humus and sand and mixing net quantities together in desired ratio volume followed by filling up of bags, preparation of beds in chamalwas nursery and placement o
Tender For supply of soil, humus and sand and preparation of potting mixture after sieving soil, humus and sand and mixing net quantities together in desired ratio volume followed by filling up of bags, preparation of beds and placement of bag in beds and bed
Tender For annual rate contract for construction work with matirials and labour for patdi nagarpalika area. year 2025-2026 - excavation for foundation upto 1.5 mt. depth including sorting out stacking of useful material & disposing of excavated stuff upto 50 mt. lead.(a) loose or soft soil, excavation for foundation upto 1.5 mt. depth including sorting out stacking of useful material & disposing of excavated stuff upto 50 mt. lead.(a) loose or soft soil, (b) dense or hard soil, (b) dense or hard soil, excavation for foundation upto 1.5 mt. to 3.0 mt. including sorting out stacking of useful material & disposing of excavated stuff upto 50 mt. lead.(a) loose or soft soil up to, excavation for foundation upto 1.5 mt. to 3.0 mt. including sorting out stacking of useful material & disposing of excavated stuff upto 50 mt. lead.(a) loose or soft soil up to, (b) dense or hard soil, (b) dense or hard soil, excavation for pipe line trenches for water supply, sewerage line, manholeetc. all withshoring and struting if required as per required gradient and line including safetyprovisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.(a) in all sortsof soil and soft murrum 1.5 mt to 3.0 mt, excavation for pipe line trenches for water supply, sewerage line, manholeetc. all withshoring and struting if required as per required gradient and line including safetyprovisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.(a) in all sortsof soil and soft murrum 1.5 mt to 3.0 mt, (b) in hard murrum 1.5 mt to 3.0 mt, (b) in hard murrum 1.5 mt to 3.0 mt, lowring,laying and jointing pvc pipes and specials of following class and diameter including cost of conveyance form stores to site of works including cost of labour,materials,except cement solvent,giving satisfactory hydraulic tesinting as per isi code.(only labour work)(1) 63 mm, lowring,laying and jointing pvc pipes and specials of following class and diameter including cost of conveyance form stores to site of works including cost of labour,materials,except cement solvent,giving satisfactory hydraulic tesinting as per isi code.(only labour work)(1) 63 mm, (2) 75 mm, (2) 75 mm, (3) 90 mm, (3) 90 mm, (4) 110 mm, (4) 110 mm, (5) 125 mm, (5) 125 mm, (6) 140 mm, (6) 140 mm, (7) 160 mm, (7) 160 mm, (8) 180 mm, (8) 180 mm, (9) 200 mm, (9) 200 mm, (10) 225 mm, (10) 225 mm, (11) 250 mm, (11) 250 mm, (12) 280 mm, (12) 280 mm, (13) 315 mm, (13) 315 mm, refilling the pipeline trenches incl. ramming,watering,consolidating desposal of surplus stuff as directed within a radius of 3 km., refilling the pipeline trenches incl. ramming,watering,consolidating desposal of surplus stuff as directed within a radius of 3 km., filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering., filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering., filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc. completed, filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc. completed, filling in foundation and plinth with murrum or selected soil in layer of 20 cm thickness including watering ramming and consolidating etc. complete., filling in foundation and plinth with murrum or selected soil in layer of 20 cm thickness including watering ramming and consolidating etc. complete., earthwork embankment including breaking clods , dressing with all lead & lift (excluding watering & consoldition ) (a) from borrow pits within land width, earthwork embankmen