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Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, cement content not to be less than 150 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 paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii
Tender For corrigendum : construction of engineering workshop and testing lab including procurement of lab instruments at dam site of bhep. - earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ordinary rock, 1 meter from cutting edge, providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. all work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. all work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size), steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level thermo-mechanically treated bars of grade fe-500d or more., filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m., centering and shuttering including strutting, propping etc. and removal of form work., lintel, beams, plinth beams, girders, bressumers and cantilevers., columns, pillars, piers, abutments, posts and struts., structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded, providing corrugated g. s. sheet roofing including vertical/curved surface fixed with polymer coated j or l hooks, bolts and nuts 8mm diameter with bitumen and g.i limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2, providing ridges or hips of width 60cm overall width plain g.s. sheets fixed with polymer coated j. or l hooks, bolts and nuts 8mm dia g.i. limpet and bitumen washers complete. 12.4.3 0.50 mm thick with zinc coating not less than 275 gram/m2, painting on g.s sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution., brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :cement mortar 1:6 ( 1 cement : 6 coarse sand), extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level, 15mm cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand), providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. with galvanized m.s. wire gauge with wire of dia 0.63 mm with 12 mm mild steel u beading, p/f in existing frames 30mm th
Tender For bid to ras tender for supply of internal external painting including repair works of 28 nos a type blocks at nwp : : - white washing with lime to give an even shade old work two or more coats , painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade one or more coats on old work , removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete , repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground all complete as per direction of engineer in charge with cement mortar 1 ratio 4 1 cement 4 fine sand , finishing walls with acrylic smooth exterior paint of required shade old work two or more coat applied at the rate 1.67 ltr per 10 sqm on existing cement paint surface , demolishing r.c.c. work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 2 4 1 cement 2 coarse sand zone iii 4 graded stone aggregate 20 mm nominal size , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe 500d or more. , centering and shuttering including strutting , propping etc. and removal of form for lintels , beams , plinth beams , girders , bressumers and canti , providing and fixing double scaffolding system cup lock type on the exterior side of building structure , upto 25 metre height , above ground level , including additional rows of scaffolding in stepped manner as per requirement of site , made with 40mm dia m.s. tube
Tender For providing and fixing of rcc plank on rcccolumn at hsvp various site in various sector-3,4,5,6,7/7extension ,9/9a,10/10a,12/12a,37c and pataudi
Tender For supply of brick and rcc existing columns levelling and aluminium framing size 3 x 2 x 10ft , raising of 4ft height of existing brick and rcccolumns with square pipe 2 x 1.5 inch frame and all side acp sheet , flex hd hoarding having measurement 8 x 6 x 10 ft with 2 x 2 square pipe apollo framing and support legs. flex pasting on iron sheet 3 mm thickness 8x6 ft primer paint and black paint , stainless steel text letters grade 402 to be fixed on acp sheet in front and rear of the gate size 15 inch height x 10 inch width , vinyl printing with sun board size 4 x 4 ft print photo and texts. , vinyl print with glossy lamination acp sheet 96 inch x 20 inch
Tender For auction sale of depot ferrous scrap - scrap structural released of ohe consisting of masts, rod, pipes, fencing, i-section, bond strips,tess girders,r.s joists,street light pole, angle channels, plates, nut bolt pin stripes, structural rails, rivet, girder plate including bridge girder, structural base embedded with or without concrete attachment and fitting items and other ms and ci attachment. location- a by 3
Tender For bid to ras corrigendum : supply of rcccolumn , foundation , total column height 12.5 m from ground , ms chequered platform at height of 5 meter , ms chequered platform at height of 10 mtr , launching platform at 10 meter , over shed cover at top platform , ms laddar slope type with railing , all slithering platform to have safety grills on all three sides , loading area with brick work and loose sand filling , rock climbing surface, single face height 40 feet width min 8 feet , crash mat size 3mx2x30cm mattress for safety with cover , slithering rope 10mm dynamic climbing , slithering gloves , seat harness full size , carabiners , helmt
Tender For auction sale of depot ferrous scrap - scrap ms comprising of rail, girders, angles, channel and similar of sort and size with or without ferrous and minor concrete attachment if any. [ near n 7 and opp bin 34]
Tender For supply of various material and equipment at gram panchyat ps dhawa 2026-27 yearly rate contract - ghadla/kankar/jhajhra, mud mortar, quicklime (from kiln) for lime masonry work, cement, ppc, white cement, fine aggregate, sand/gravel, gravel – local, fly ash, surkhi (brick dust/powder), stone dust (for masonry work), stone/brick aggregate (for works other than road construction), 40mm stone aggregate (hand-broken grit) (deduct 1/11 for voids), 40mm stone aggregate (crusher-broken) (deduct 1/11 for voids), 20mm stone aggregate (crusher-broken), 12/10/6mm stone aggregate (crusher-broken), brick aggregate, materials for road work, 63-40mm hand-broken stone aggregate (deduct 1/11 for voids), 90-45mm hand-broken stone aggregate, quarry rubbish (deduct 1/6 for voids), gravel (deduct 1/6 for voids), kankar (deduct 1/11 for voids), binding material (pi 4-6) (deduct 1/6 for voids), brick (22.5 x 11 x 7.50 cm), first class, second class, soling / stone paving stone, random rubble (rr) masonry, coursed rubble (cr) masonry, stone soling (for flooring work up to 15 cm height), stone soling (for road/paving work, 23 cm height), jodhpur-type stone slab/strip/flagstone pieces (width 10-12", length 2-3', thickness 2.5-3.5"), stone slab/flake (flaky material) (3-4" thickness & length, 1-2" width) for soling, sandstone (dpc, sill, coping, lintel, shelf/tand, almirah, etc.), up to 25 mm thickness, 25-40 mm thickness, 40-50 mm thickness, 50-75 mm thickness, 75-100 mm thickness, 100-150 mm thickness, flagstone for flooring / slab paving, flagstone for flooring (up to 35 mm thick, min. 3 sq. ft. or more area) - jodhpur slab, flagstone for slab paving (60-75 mm thickness, min.) area of 3 sq. ft. or more (jodhpur chap), unpolished rough kota stone, up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, polished kota stone (single-side polished), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble stone (makrana adanga, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, marble chips, marble powder, marble stone (rajnagar grade ii/local, 20mm thick), up to 900 sq. cm, 901 to 2300 sq. cm, above 2300 sq. cm, stone door frame, single rebate size 100 x 75 mm, double rebate size 125 x 75 mm stone slabs, up to 1.5 m length, minimum 40 mm thick, 1.5 m to 2.40 m length, minimum 50 mm thick, 2.4 m to 3.0 m length, minimum 65 mm thick, above 3.0 m length, minimum 75 mm thick, precast tiles / blocks, glazed: size 30x45 cm, mosaic: 40 mm thick, vitrified: size 60x60 cm, interlocking tiles/bricks/blocks for road work, cement interlocking block (m-30 grade), 60 mm thick, cement interlocking block (m-30 grade), 80 mm thick, cement interlocking block (m-30 grade), 100 mm thick, local wood with fittings (for doors, windows, and furniture), mango, mirandi/kapoor, babool, others: ghana teak, factory-made doors (30 mm thick, solid core, single leaf), structural steel, iron (tor steel fe 415/500 for reinforcement), binding wire (18 gauge), iron girders, angle iron/square bar/flat strip/angle iron, barbed wire (sizes: 12g wire & 12g strand / 12g wire & 14g strand / 14g), mesh/jali, iron mesh (24 gauge, 14 mesh), cement concrete jali (40 mm thick), glass, 3 mm thick glass, paints, enamel paint, distemper, lime - for whitewashing (aras / quicklime), primer, petroleum products, diesel (hsd), mobil oil (engine oil), bitumen/shalitex board, plain sheet sheets, gi sheet 22 gauge (0.80 mm), gi sheet 24 gauge (0.63 mm), ms sheet 22 gauge (0.80 mm), ms sheet 24 gauge (0.80 mm), corrugated sheet, gi sheet 1 mm thick, gi sheet 22 gauge (0.80 mm), asbestos cement sheet 6 mm (2.5/2.75 x 1 m), other sheets, pvc sheet 1 mm thick (colored/plain), green-yellow 'lite-roof expo' sheet (183 x 90), pipes, gi 15 mm diameter (b class), gi 20 mm diameter (b class), gi 25 mm diameter (b class), ac 75 mm diameter, ac 100 mm diameter, pvc 90 mm diameter (with ring), pvc 110 mm diameter (with ring), pvc 140 mm diameter (with ring), pvc 110 mm (2.5 kg/sq. cm