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List of single-bed Tenders

List of latest single-bed Tenders in Indian Tenders. Click on any single-bed Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for single-bed Tenders.

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corporations/Associations/Others

TRN :35952511 | 18 Dec, 2025

Tender Value : 20.20 Crore

Jaipur - Rajasthan

Tender for e-bid for rate contract cum supply and empanelment of surgical items - """sterile disposable perfusion set (infusion set) with airway and needle (paediatric use) • burette type measured volume chamber of 100 ml • drop size of approx 60 drops per ml • injection port,latexfree, for intermittent medication. • floating auto shut off valve (latex free) in burette. • soft and kink resistant pvc tubing. • roller controller for flow control • tube length 150 cm • 23g needle • as per iso 8536-5"" " """sterile disposable (single use) teflon / ptfe i.v. cannula with integrated 3 way stop cock. size 20g • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """sterile disposable (single use) teflon / ptfe i.v. cannula with integrated 3 way stop cock. size 22g • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """sterile disposable (single use) teflon/ ptfe i.v. cannula without port. size 24g • suitable for paediatric & neonatal use • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """plaster of paris bandages 15cm x 2.7mts / roll testing parameter should be followed as per bp standard"" " "urine collecting bag, disposable 2000 ml • transparent sheet • kink resistant flexible tubing not less than 90 cm in length • should have non-return valve • top drainage outlet • graduated bag • moulded handle for easy handling " "vaccum suction set, 2.5 meter length, •suction handle with suction tube •sterile,• pyrogenic free, •latex free,• single use " "vascular catheter 5fr/16g, double lumen length 50cm.usfda/four digit notified ce approved. should have two guide wire 45 cm & 80cm or more(logline iv.) peel-away sheath glide thru 5fr 10 cm, guide wire nitinol 80 cm, guide wire nitinol 45 cm, introducer needle 21 g 7 cm, syringe-10 ml luer-lock, skin protectant prep pad, second site adjustable hub, measuring tape,5 fr pressure injectable picc line with blue flex tip 50 cm, dressing statloock stabilization device " "vascular catheter 5fr/16g, double lumen length 55cm.usfda/ four digit notified ce approved, should have two guide wire 45cm & 80cm or more (logline iv.) peel-away sheath glide thru 5fr 10 cm,guide wire nitinol 80 cm,guide wire nitinol 45 cm,introducer needle 21 g7 cm, syringe-10 ml luer-lock, skin protectant prep pad, second site adjustable hub, measuring tape,5 fr pressure injectable picc line with blue flex tip 55cm, dressing statloock stabilization device (suture less) " "vascular catheter with metal guide wire,5fr triple lumen, size range 55cm or more (logline iv:) usfda/four digit notified ce approved syringe 12 ml, internal stylet, measuring tape, stat lock catheter stabilization device (suture less), introducer safety peripheral iv catheter 20g,micro introducer with vessel dilator, guide wire-50 cm nitinol, needle introducer 21 g, safety scalpel,end cap " """core biopsy instrument with compatible co-axial needle (automatic disposal ) should be bevel tip.should have adjustable penetration depth of 18mm and 25 mm with automatic and semi- automatic firing modes in single instrument/gun. should have fire ready indicator to reduce the risk of premature instrument firing.should have advanced echogenic technology for enhanced visibility in ultrasound. should be available with compatible coaxial needle in a single kit. instrument / gun size: 18 gauge, 16cm with coaxial needle size: 17 gauge, total cannula length 12.9cm."" " "disposable bone marrow biopsy needle should have ergonomic two- piece t-handle design. should have trocar tapered stylet point for easy coring of bone.should have triple crown cannula tip with 6 cutting cannula facets.should be available with marrow acquisition cradle with sample size verification marking. 11gauge, 4 inch length"" " """absorbable surgical suture (synthetic) antibacterial coated sterilised needled suture (braided coated polyglactin/ polyglycolic acid violet) 1/2 circle ct round bodied 40mm, gs needle, suture length 90 cm"" " "bed side leucodepletion filters for blood transfusion (for 2 unit of red cell) [ne32b] 1. filters should be able to leucodeplete red cells form leukocyte contamination separately for 1 unit of red cells and for 2 units of red cells each. 2. filters should be having the capacity of log 4 reduction (99.99%) 3. filters should not carry any charges it should be neutrally charged. 4. filters material should be polyester woven / non- woven. 5. leukocytes should be consistently averaging less than 0.5x105 residual leucocytes for one unit of red cell and 0.2*106 for two units of red cell. rbc recovery should be averaging more than 90%. 6. filters should have hard / soft housing for optical monitoring. 7. filtration loss should not be more than 35 ml for one unit red cell. 8. should have integrated = 40 µm, micro aggregate filter. 9. should be us fda/ european ce certified. "

Central Government/Public Sector

TRN :35955998 | 18 Dec, 2025

Tender Value : 1.29 Crore

Mumbai - Maharashtra

Tender for repair to all types of beds wooden and steel, folding, various sofas, chair dining cushioned and polishing of furniture at offrs md accn single accn and sailors md accn at nofra and navy nagar under ge nw nofra, colaba mumbai

Central Government/Public Sector

TRN :35957399 | 12 Dec, 2025

Tender Value : 2.59 Crore

Ayodhya - Uttar Pradesh

Tender for gem bids for furniture, cabin table for principal, back storage, high backevolving mesh chair, mid back revolving chair, 3seatersofa, 2 seater sofa, center table in aluminium profile900x600x450, workstation single seater, table with threedrawer, medium back chair, visitor chair, steel almirah, hod room table with side storage, high backrevolvong mesh chair, medium back visitor chair, 3 seatersofa specification, wooden center table, office table, metal rack, conference table v shape 32 seater, executive high back revolving chair, medium backrevolving chair, meeting table, reception table, facultytable, aluminium partition cabin 12 x 20 feet, interviewtable, dual desk 2seater, podium, reading table, reading chair, glass door almirah, book case, library rack main unit, library rack adon unit, librariantable, newspaper stand, periodic display magzine rack, periodic display, drawing table, work bench table, labtables with drawer and shutter with all provison of electricalsocket sink with tap without reagent rack, wall side labtables with drawer and shutter with all provison of electricalsocket without reagent rack wall side lab table, wall sidelab tables with drawer and shutter with all provison ofelectrical socket and sink with tap and reagent rack wallside lab table, island type lab tables with drawer andshutter with all provison of electrical socket and sink withtap with reagent rack island type lab table, metal stool, wall side lab table wall side lab table, computer table, computer chair, main table, acrylic sheet notice board, revolving chair, hostel bed, hostel table, hostel chair, common room chair, canteen table ss 6 seater, table forworden, low back revolving chair, three seater bench, carrom table, common room table, three seaterbench with cushion, table tennis table, chess table /bid number: gem/2025/b/6909449* /dated: 21-11-2025 & & / bid document1 / 61 //bid details2 / 61

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

Central Government/Public Sector

TRN :35958320 | 06 Dec, 2025

Tender Value : 0

Sriganganagar - Rajasthan

Tender for gem bids for as, mattress 4 inch 2 layer single bed, tripal plastic 30x30 ft, tripal canvas 15x15 ft, visitor chair, ledger cover iafz2286 cover, ledger page iafz 2286a large, vehiclewashing pump with compressor and flexible pipe 20 mtr

Central Government/Public Sector

TRN :35936552 | 29 Nov, 2025

Tender Value : 0

Bardhaman - West Bengal

Tender for gem bids for chair multiseater/airport chair 1150mm x 450mm x500mm, sofa set 5 seater 3+ 1+ 1 width 1800mm-2100mm & depth 600mm - 700mm, table peg with glasstop, chair visitor, sofa single seater, rectangular centertable with flat glass top, table office officer 1500mm x900mm x 750mm, bed side table, storwell plain withgordian lock prince, chair multiseater/airportchair1650mm x 450mm x 750mm

State Government

TRN :35937667 | 25 Nov, 2025

Tender Value : 21.55 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 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 laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 1000 mm dia 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. hard rock (requiring blasting) 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 kadiyanohar to gagchana via kundi km. 0/100

State Government

TRN :35939700 | 25 Nov, 2025

Tender Value : 24.15 Lacs

Baran - 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 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 laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 1000 mm dia 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 excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per morth specification clause 301.3 interlocking concrete block pavement with m-30 grade 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks (measurements shall be made inner to inner side of edge blocks) providing and laying of interlocking m-30 grade concrete block pavements having thickness 100 mm as per drawings and as per is 15658:2006.and all materials shall conform to morth specification clause 602. with m-30 grade 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks. category 'b' : dentated only two side like i,z,t shape as per irc:sp:63-2004 chhabra chhipabarod to chawalkhedi km. 1/100

State Government

TRN :35940923 | 25 Nov, 2025

Tender Value : 25.90 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 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 1000 mm dia bheelwada neecha to bhilwara uncha km. 0/500, 0/700, 1/200

State Government

TRN :35942451 | 25 Nov, 2025

Tender Value : 92.75 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 p.c.c. m 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and morth specifications clauses 1700 and 2704 nominal mix (1:2.5:5) reinforced cement concrete m 25 grade approach slab including reinforcement and formwork complete as per drawing and morth specifications clauses 1700 and 2704 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 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 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge for 5.05 km. 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, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 602.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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) dismantling of cement concrete pavements as per morth specification clause 202. dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 1000 mm dia nh 90 to nalkheri km. 0/500

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