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1 Security Services
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Central Government/Public Sector
TRN :35950398 |  02 Dec, 2025
Tender Value : 0
 Jammu - Jammu And Kashmir
Tender for gem bids for cordless drill machine heavy duty voltage of 18 volt, drillmachine heavy duty 650w, petrol engine concrete vibratormachine, elect welding machine 220 v, elect iron cutter 14inch, hy duty metal cutter blade of good quality, heavyduty iron hand cutter, hand grinder blade good quality, tile cutter machine heavy duty, riveting gun machineheavy duty hand held, pipe vise heavy duty make, die set, all type tool kit, pipe wrench 12 inch, pipe wrench 18inch, pipe wrench 24 inch, pipe wrench 4 inch, hexablade with frame, brick hammer, water level pipe 0.75inch, iron cutter blade 14 inch, iron drill bits all size, ironcutter blade 4 inch, tile cutter blade 4 inch, hand glovesfor work good quality, welding rod good quality, nylonrope 12 mm, good quality, plastic tirpal, protectionhelmet, jute rassi, column frame with nut bolt, shuttering plate 1200 sqft with all accy, nails 2 inch, nails3 inch, packing timber, dah mark iii, leather gloves, picks 3 kg with handle, phawda with handle, cutting plier, crow bar, shovel, nylone rope 20 mm, nylone rope 10mm, hdpe sand bag, wire cutter, drill bit set, drillconcrete bit 2 to 10 mm, drill star bit, drill magnetic bit, adapter 8 mm, allen key set, chain saw 16 inch, hydraulic concrete mixer machine, heavy duty rockbreaker machine, steel gurmala, wooden gurmala, aluminium patti, fish line best quality, water level pipe, sprit level, nylon rope 40 mm, rammer with handle, chiesal, mason trowel, hammer 250 gm, hammer 1 kg, hammer 2 kg, ball pin hammer, steel bucket, sandscreen, welding hand screen, plumb bob, aluminiumfoldable ladder, cgi sheet cutter scissors, centre punches, measuring tape 30 mtr, measuring tape 15 mtr, measuring tape 05 mtr, hexa blade, adjustable 300 mm, adjustable 600 mm, spanner set 6 to 23, spanner 21 to 23, spanner 19 to 21, screw driver set, die set 32 mm, juterope, earth compactor motor operator, sprit levelmagnetic, stud, binding wire, swg wire, hand sieve ofsize 20mm to 60 mm, measuring tube 100 ml to 1000 ml, digital electronic weighing machine, hanging weighingmachine upto 500 kg, digital vernier caliper meter, ringwire gauage
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2 Security Services
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Central Government/Public Sector
TRN :35951046 |  01 Dec, 2025
Tender Value : 0
 Multi Location - Multi State
Tender for gem bids for copper alloy tapsstop valves v2 conforming to is 8931q3 flushing cistern q3 connection pipe with nuts v2q3 curtain pipe sider and mounting bracket q4 wastepipe q3 bathroom water shower v2 q3 soap dish -case q4 water fittings - copper alloy float valveshorizontal plunger type as per is 1703 q4 wastefittings for washbasin and sinks as per is 2963 q3 floordrain traps q3 copper alloy gate valve for waterworkspurpose as per is 778 q3 towel rail ring for bathroomq3 toilet seat covers v2 q4 tower bolts ferrousmetals as per is 204 q3 glass pane 3 feetx2feet 3mmplain isi marked glass pane 3feetx2feet 4mm frosted isimarked glass pane 3feetx2feetx4point8mm plain isimarked glass pane 3feetx2feetx4mm plain isi marked stainless steel wire mesh point 36mm dia1point14mmaparture door spring helical 150mm puttyfor fixing glass aluminiun door handle 150mm isi marked pvc waste pipe 900x32mm cement bag 50kg 43 gde isimarked wash hand basin 550x400mm aluminium slidingdoor bolt 250mm isi marked ss finials 20mm for curtainrod isi marked door stopper aluminium double 75mm longisi marked stainless steel knob for curtain rod 25mm 304gde stainless steel bracket for curtain rod 25mm 304 gde ss wall to wall bracket for 20 mm for curtain rod 304 gde ultra white cement 1 kg pack butt hinges 75mm steel aluminium door handle 100m isi marked plywood 8feet x4feet x 4mm bwr gde isi marked plywood6feetx3feetx12mm bwr type isi marked cp toilet paperholder with stainless steel flap 150mm helical door spring300 mm rubber beading for ai door flush handle 100mm morties lock vertical type brass 4 lever 100 oblique65 vtreous china flat back urinal 465 x 355 x 265mm colourwhite cp wall mixertelephonical shower with complete bid number gem2025b6906121 dated 21-11-2025 bid document1 131 0 0 mixer prayag, plain glass sheet 3mm thick size 4feetx 3feet, wc indian vitreous china white orrissa pattern size580x440mm, wc e type white vitreous china, doorhandle almn 200mm isi marked, ms butt hinges 50mm, ms nails wire 100mm, ms nails wire 75mm, pvcswr bend100mm with access door isi marked, pvcswr bend 75mmwith access door isi marked, steel bracket for curtain rod20mm 304 gde, l bend pipe 32 mm dia for wc indian type, full turn spindle 3 no, mixture spindle, corner glassshelves 8 mm thick with cp brackets and railings300 mmradius, rectangular whb glass shelves 8 mm of 45x12 cmcp brackets and railings, yellow color road stud of absmaterial, solar light road stud of aluminium material, plywood bwr grade isi marked of size 8feetx4feetx12mm, sofa cushion 40d 560x530x100mm thick with tapestry notless than rs450 pm incl zip, seat and back for chair cbtubular, plywood one side teak face 8feetx4feetx19mmbwr isi marked, foam sheet 6feet x 3feet x 100mm, sunmica for furniture 8x4x1mm thick, pvc seat for chairschool, plywood commercial 8 feet x 4 feet x 6mm, foamsheet 6feet x 3 feet x 75mm 40d, plywood comm8feetx4feetx6 mm one side teak face, plywood comm8feetx4feetx4mm one side teak face, plywood commercial8feetx4feetx8mm, looking mirror 450mmx1250mmx6mm, d type cp handle of size 75mm, paint se white 1st quality4 ltr pack, paint se black 1st quality 4 ltr pack, red oxideprimer 1st quality 4 lrt pack, paint se gray 1st quality 4 ltrpack, fevicol one kg pack, varnish oil in 4 ltr pack, paintse og 1st quality 4 ltr pack, peg set of six brass 70 mmlong bea 30, paint se red po 1st quality 4 ltr pack, wooden french polish in 4 ltr pack, paint se silver 1stquality 4 ltr pack, primer se white 4 ltr pack, two holebrass lock for almirah, hasp and staple aluminium 75mm, lakh dana, teak wood half round beading 18mm x 4mm, knob anodised fancy 32mm with screw, stainless steel dtype handles 100mm, turpentine oil 5 ltr pack, sr solutionin 200 grm pack, brush paint 50mm, brush paint 75mm, screw wood steel 65x12mm, pilli mitti 400 gm pack, creosote oil for furniture 1 ltr pack, brush paint 25mm, plywood commercial bwr grade isi marked of size8feetx4feetx18mm, elbow gi 3 ways 32mm, screw woodsteel 20mm
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3 Security Services
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Central Government/Public Sector
TRN :35955957 |  12 Dec, 2025
Tender Value : 45.00 Lacs
 Darjeeling - West Bengal
Tender for certain repair to joinery kitchen cabinet cupboard roof sheet false ceiling in mes complex jadc shopping complex stn hq sukna albert ekka institute etc and misc b/r repair to bldgs and its services at jcos/ors md accn at vikram batra vihar
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4 Education And Research Institutes
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State Government
TRN :35956136 |  06 Dec, 2025
Tender Value : 18.10 Crore
 Allahabad - Uttar Pradesh
Tender for gem bids for custom bid for services - custom bid for advanceregistration work for printing of checklist or list of receiveddatabase and registration card with photo, custom bid forservices - custom bid for pre examination work of highschool and intermediate of the year 2027, custom bid forservices - custom bid for the work of post examination ofhigh school and intermediate of the year 2027, custom bidfor services - custom bid for printing and supply of omrsheet with variable data, custom bid for services - custombid for scanning of omr sheets and preparation of database, custom bid for services - custom bid to collate the resultdata to ensure 100 percent accuracy of the high school andintermediate examination results of the year 2026 /
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5 Security Services
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Central Government/Public Sector
TRN :35957432 |  01 Dec, 2025
Tender Value : 0
 Lucknow - Uttar Pradesh
Tender for gem bids for led garden light (v2) (q2) , xlpe cable for working voltages up to and including 1.1 kv as per is 7098 (part 1) (q2) , led batten (q2) , mcb - miniature circuit - breakers for a.c. operation as per is / iec 60898 (part 1) (q2) , led luminaire for floodlight (v2) conforming to is 10322 (part 5/section 5) (q3) , led luminaire for road and street lights (v2) conforming to is 10322 (part 5 / section 3) (q3) , self ballasted led lamps for general lighting services (v2) conforming to is 16102 (q2) , molded case circuit breakers (mccb) as per is / iec 60947 (q3) , led tube light (retrofit type) (q2) , pvc copper cable single core and multi core circular sheathed cord with flexible conductor (v2) as per is 694 (q2) , pvc insulated copper cable single and multi - core circular sheathed cable with flexible conductor (v2) as per is 694 (q2) , led bulkhead light (q3) , piano type non modular domestic fan regulator as per is 11037 (q3) , piano type non modular electrical switch socket combination as per is 3854 and is 1293 (q3) , piano type modular domestic fan regulator as per is 11037 (q3) , elecric bells and accessories as per is 2268 (q3) , sensor based led tube light fitting 20w ft batten type , led recess mounting fitting 2 feet x 2 feet 36w , led pll 18w 4 pin 2feet x 2feet , sheet metal enclosure with plug top and mcb sp 20a , led recess mounting fitting 2feet x 2 36w warm white , socket 16a multi purpose , sluice valve 150mm pn1 point 6 , pianotype switch 16 amp , heating element 1500 watt triangular type , non return valve 150mm , ht cable end box outdoor 3 c x 95 sqmm 11 kv e , heating element 2000 watt triangular type , ht jointing kit straight through 3core x 95 sqmm , sluice valve 100mm pn 1 point 6 , ht cable end box indoor 3 c x 95 sqmm 11 kv e , mcb db spn double door 4 way , thermostat for geyser 25 ltr , ht tape 3m 19mm , tape pvc adhesive 25mm x 25 mtr , led down lighter 12w , capacitor 2 point 5 mfd , pianotype switch 5 to 6 amp 1 way , switch socket combination 6a , lugs aluminium bottle type 300 sqmm , tape pvc adhesive 15mm x 25 mtr , led electronic driver 100 w , pvc casing caping 15mm , modular socket with mcb sp 25a , piano type switch 5 to 6 amp 2 way , thermostat for geyser 50 ltr , pvc casing caping 25mm , led electronic driver 150 w , metal plug top 15a 3 pin , led electronic driver 45 w , lugs aluminium bottle type 240 sqmm , modular switch 15 amps , holder angular bkl , lugs aluminium 95 sqmm , gate valve 20mm gm , tube light 20watt three colour , led electronic driver 72 w , holder batten bkl , lugs aluminium 120 sqmm , led down lighter 6w , lugs aluminium bottle type 185 sqmm , lugs aluminium bottle type 400 sqmm , plug top 5 amps 3 pin , modular socket 15 amps , pvc laminated hylem sheet of size 10 inch x 8 inch , tape pvc adhesive 20mm x 25 mtr , bell push 5 amps , modular switch 5 amps , modular socket 5 amps , flame and whether proof r switch with cable termination box in lm6 16a sp , sluice valve 200mm pn1 point 6 , sluice valve 80mm pn1 point 6 , pvc connection pipe brass headed 15x450mm , industrial socket 2p plus e , led driver for 2 feet x 2feet for recessed light fitting 36w , submersible cable copper conductor flat type 25 sqmm 3 core , submersible copper cable 6 sqmm x 3 core , bleaching powder , pvc connection pipe 15 x 600 mm , non return valve 100mm , non return valve 200mm , pump starter 25 hp automatic star delta starter , pump starter 30 hp automatic star delta starter , submursible cu cable 16 sqmm x3core , change over switch 100 amp 4 p , change over switch 200 amp 4 p , change over switch 63 amp 4 pole , mcb distribution box 08 way , mcb distribution box 12 way , bed side led light 3w
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6 Construction
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State Government
TRN :35936970 |  25 Nov, 2025
Tender Value : 23.30 Lacs
 Kota - Rajasthan
Tender for 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 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m. long. construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305 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-ii material dry lean cement concrete 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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular pali to neemkhera via hanaheri km. 4/100
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7 Construction
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State Government
TRN :35937344 |  25 Nov, 2025
Tender Value : 15.80 Lacs
 Kota - Rajasthan
Tender for 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-ii material 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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 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 chhabra jharkheri mandkho km. 3/400
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8 Construction
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State Government
TRN :35937368 |  25 Nov, 2025
Tender Value : 64.70 Lacs
 Kota - Rajasthan
Tender for 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 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m. long. construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305 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-ii material dry lean cement concrete 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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 600 mm x 450 mm rectangular chhabra gugor road to kadia-kotdi till daulatpur near kadia village
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9 Construction
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State Government
TRN :35937430 |  25 Nov, 2025
Tender Value : 1.14 Crore
 Kota - Rajasthan
Tender for 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 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 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-ii material 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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 bapacha to dhingrari via phaliya via kadiyahat km. 6/550, 9/750
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Central Government/Public Sector
TRN :35937563 |  11 Dec, 2025
Tender Value : 40.00 Lacs
 Kasauli - Himachal Pradesh
Tender for repair of flooring, joinery, roof sheets, false ceiling incl connected b and r incl connected internal electrification works to certain otm and married accn at mil stn dagshai
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