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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

State Government

TRN :35942604 | 25 Nov, 2025

Tender Value : 85.85 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 tancha to falia via aznawar km. 3/900 bhagwanpura village

State Government

TRN :35944993 | 25 Nov, 2025

Tender Value : 34.50 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. 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 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) kachanariya sahajanpur upto state border km. 0/200

State Government

TRN :35922349 | 13 Dec, 2025

Tender Value : 0

Birbhum - West Bengal

Tender for providing and laying reinforced cement concrete pipe np4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1 2 as per technical specification clause 1106 for rural roads of m wbmad/sm/engg.sec/dev/13 of 2025-26 eniq01

State Government

TRN :35922369 | 13 Dec, 2025

Tender Value : 0

Birbhum - West Bengal

Tender for providing and laying reinforced cement concrete pipe np4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1 2 as per technical specification clause 1106 for rural roads of m wbmad/sm/engg.sec/dev/13 of 2025-26 eniq01

State Government

TRN :35922820 | 13 Dec, 2025

Tender Value : 0

Birbhum - West Bengal

Tender for providing and laying reinforced cement concrete pipe np4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1 2 as per technical specification clause 1106 for rural roads of m wbmad/sm/engg.sec/dev/13 of 2025-26 eniq01

State Government

TRN :35924841 | 13 Dec, 2025

Tender Value : 0

Birbhum - West Bengal

Tender for providing and laying reinforced cement concrete pipe np4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1 2 as per technical specification clause 1106 for rural roads of m wbmad/sm/engg.sec/dev/13 of 2025-26 eniq01

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