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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :41632177 Due date: 04 Sep, 202504 Sep, 2025 45.8 Thousand
Tender For dismounting and mounting of two boom cylinders, one arm cylinder, one bucket cylinder

State Government

CTN :41596326 Due date: 03 Sep, 202503 Sep, 2025 16.16 Lacs
Tender For supply of material, transportation ,design, erection, testing, commissioning for for construction of complaint cum rest room at sakoh under electrical division lambagaon (seop 16/2025-26) - civil work, earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size), random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand), centering and shuttering including strutting, propping etc. and removal of form for :, foundations, footings, bases of columns, etc. for mass concrete, coloumns, pillars, piers, abutments, posts and struts, lintels, beams, plinth beams, girders, bressumers and cantilevers, suspended floors, roofs, landings, balconies and access platform, edges of slabs and breaks in floors and walls under 20 cm wide, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 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 etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size), reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 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 upto plinth level. thermo-mechanically treated bars of grade fe-500d or more., supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of engineer-in-charge., brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand)., half brick masonry with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1:4 (1 cement :4 coarse sand)., providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all comp

Central Government/Public Sector

CTN :41489566 Due date: 06 Oct, 202506 Oct, 2025 1.00 Crore
Tender For open tender document for e-procurement of laboratory equipment (soil, aggregates, cement, reinforcing bar, concrete test equipment, water, geo-textile and geogrid) for material testing laboratory of iahe - soil, unconfined compressive strengthcompression device with digital load frame: hydraulic proving ring, dial gauge vernier callipers, timer, oven, weighing balance, shear strength vane shear apparatus, grain size analysis as per is:2720 (part- iv)pipette apparatus (i) sampling pipette (ii) glass sedimentation tubes (iii) weighing bottles (iv) deleted (v) stirring apparatus (vi) sieves -2mm, 425umm , 75umm is sieves (vii) deleted, specific gravityhydrometer apparatus: two 1000 ml graduated cylinders, dispersing agent solution containing sodiumhexa-metaphosphate, dessicator and centimetre scale., shrinkage limit testfull set of equipments 1.) evaporating dish of porcelain, 2.) spatula and straight edge, 3.) balance-sensitive to 0.01 g minimum.4.) shrinkage dish. circular, porcelain or non-corroding metal dish, 5.) glass cup. 50-55 mm in diameter and 25 mm in height,6.) glass plates. two, 75x75 mm one plate of plain glass and the other prongs, 7.) thermostatically controlled oven,8.) wash bottle containing distilled water, 9.) graduate-glass, with capacity of 25 ml. 10.) mercury., sand equivalent value(i) graduated cylinder (ii) irrigator tube (iii) siphon assembly (iv) weighted foot assembly (v) measuring can (vi) sieve -4.75mm (vii) funnel (viii) 4- litre bottle (ix) flat pan (x) timing device (xi) sand equivalent shaker, ph test -electronic method(i) ph meter (ii) digital balance 300 gm capacity-sensitive 0.001gm (iii) 100ml glass beaker -3nos. (iv) volumetric flask-500ml -nos. (v) wash bottle-100 ml (vi) mortar with rubber covered pestle, aggregates, polished stone value (i) accelerated polish machine mounted on firm ,level and non resilient base of stone or concrete (ii) road wheel (iii) means for rotating road wheel (iv) means for bringing the surface of a rubber-tyred wheel of 20 cm diameter and 5 cm breadth to bear on the stone surface of the road wheel with a total load of 40 kg. (v) means to feed the sand and water at a uniform rate (vi ) means to feed the emery powder and water at uniform rate (vii) friction tester: is: 2386 part 4 as per specification of rrl uk (viii) 25 kg hard siliceous sand (ix) emery powder 5 kg, alkali aggregate reactivitymortar bar method: scales, weights, sieves, glass graduates, specimen moulds, mixing bowl, tamper, trowel, containers, length comparator, alkali aggregate reactivity chemical method:1. electronic balance2. pulveriser3. reaction container, reagents, glassware, petrographic examination 1. geological hammer2. petrographic microscope3. screen confirming to is sieve4. digital balance5. portable handheld cutting machine6. hand lens7. glass sides etc., deleterious material & organic impuritiessedimentation pipette: a watertight screw-topped glass jar, 1000 ml measuring cylinder, chemicals, containers, sieves, cement, soundness (autoclave apparatus)graduated glass cylinders, moulds, autoclave, length comparator, compaction (mortar cube vibrator), fineness (blaine air permeability apparatus), ph meter ( 2 in nos.), reinforcing bar (steel), reinforcing bar (steel) universal testing machine,to determine unit weight, yield strength,, proof stress, ultimate tensile strength, % elongation, bend and re-bend test, concrete test equipment, vibrating table 1mx1m(full set of equipments), needle vibrator ( 2 in nos.), permeability, dry shrinkage (shrinkage apparatus) ( 2 in nos.)(full set of equipments), air content (air entrainment meter apparatus)(full set of equipments), durability (rapid chloride ion permissibility apparatus), depth of penetration (water permeability apparatus) ( 2 in nos.)(full set of equipments), water, physical analysis of water, geo textile and geogrid, pull-out resistance of geotextile /geogrid

Central Government/Public Sector

CTN :41605725 Due date: 06 Sep, 202506 Sep, 2025 3.21 Lacs
Tender For providing and fixing of open / green gym item in palasgaon village under kuchana housing complex of majri area. - earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil., supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:1 :3 (1 cement:1 coarse sand (zone-iii) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources), providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of m - 30 grade made of c&d waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineer-in-charge., providing and fixing pommel horse size 2200 x 710 x 610 mm with pipe shall be structure pipe made of gi pipe of 4 42od nd 32 od of 3 to 4 mm thickness, bottom support m.s. round plate of 6 to 8 mm thickness. the arm with structure made of 32 od gi pipe of 3 to 4 mm thickness, bearing / pole cap made of hdpe/frp material and seat structure made of m.s sheet laminated by frp of 3 to 4 mm thickness and panit by powder coated ( 80 to 90 micron). all complete job as per the instruction of engineer in charge., providing and fixing sky walker size 1700 x 710 x 1700 mm with pipe shall be structure pipe made of gi pipe of 4 42od nd 32 od of 3 to 4 mm thickness, bottom support m.s. round plate of 6 to 8 mm thickness. the arm with structure made of 32 od gi pipe of 3 to 4 mm thickness, bearing ball bearing (skf) ,bearing / pole cap made of hdpe/frp material and foot rest structure made of m.s sheet laminated by frp of 3 to 4 mm thickness and panit by powder coated ( 80 to 90 micron). all complete job as per the instruction of engineer in charge., providing and fixing single shoulder press size 1200 x 760 x 1670 mm with pipe shall be structure pipe made of gi pipe of 4 42od nd 32 od of 3 to 4 mm thickness, bottom support m.s. round plate of 6 to 8 mm thickness. the arm with structure made of 32 od gi pipe of 3 to 4 mm thickness, bearing ball bearing (skf) ,bearing / pole cap made of hdpe/frp material and seat structure made of m.s sheet laminated by frp of 3 to 4 mm thickness and panit by powder coated ( 80 to 90 micron). all complete job as per the instruction of engineer in charge., providing and fixing seating standing twister size 1820 x 610 x 1520 mm with pipe shall be structure pipe made of gi pipe of 4 42od nd 32 od of 3 to 4 mm thickness, bottom support m.s. round plate of 6 to 8 mm thickness. the arm with structure made of 32 od gi pipe of 3 to 4 mm thickness, bearing ball bearing (skf) ,bearing / pole cap made of hdpe/frp material and twister plate structure made of m.s sheet / frp of 3 to 4 mm thickness and panit by powder coated ( 80 to 90 micron). all complete job as per the instruction of engineer in charge., providing and fixing outdoor traidmill size 1200 x 610 x 1220 mm with pipe shall be structure pipe made of gi pipe of 4 42od nd 32 od of 3 to 4 mm thickness, bottom support m.s. plate. the arm with structure made of 32 od gi pipe of 3 to 4 mm thickness, bearing ball bearing (skf) ,bea

Central Government/Public Sector

CTN :41583299 Due date: 05 Sep, 202505 Sep, 2025 4.16 Lacs
Tender For repairing/rebuilding of worn out housing of boom, arm and arm cylinder then coaxial/line boring to its original size in pc2000 (k-2) hydraulic shovel at amlohri project.

CTN :41569390 Due date: 02 Sep, 202502 Sep, 2025 NA
Tender For supply of cross pin , combination switch , armature , speedo cable , repair kit for slave cyl , kit master cylinder , clutch valve , hydraulic aggregate ha , hose ab

CTN :41465863 Due date: 01 Sep, 202501 Sep, 2025 8.00 Lacs
Tender For corrigendum : tender for supply of hex nut m10 is 1367 part-6 cl6 , wedge frame 5870 mm , combination pliers-180 , hydraulic cylinder dco 1715-7695 , clutch booster vg 3284 , hydraulic aggregate ha 25-3v pump

CTN :41519268 Due date: 01 Sep, 202501 Sep, 2025 NA
Tender For supply of 110e bid no 05 : : - loader tooth , loader tooth bolt and nut , loader cylinder hose , arm cylinder hose , hrs mtr gauge , temperature gauge , amp gauge

CTN :41503698 Due date: 30 Aug, 202530 Aug, 2025 NA
Tender For supply of mt head c c - collar 70x8x8 7mm , seal kit for hydraulic cyl , hug aggregate r kit , air cleaner spp 1200r , oil filter

CTN :41542391 Due date: 01 Sep, 202501 Sep, 2025 NA
Tender For supply of hand pump cabin lifting pump - hand pump cabin lifting pump , fuel feed pump , hydraulic aggregate , voltage regulator , electric valve , hydraulic cylinder
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