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

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corporations/Associations/Others

TRN :49025755 | 21 May, 2025

Tender Value : 0

Mumbai - Maharashtra

Tender for tender for nmmc/ce/10-1/2024-25 concreting and improvement of thane belapur road. phase no. 1 (ch.0.00 to 7.5 = 7.5km ) thane belapur road pavement rehabilitation work pkg.1 (from ch.0.00 to 7.5 = 7.5km ) nmmc/ce/10-2/2025-26-concreting and improvement thane belapur road. phase no. 1 (ch.0.00 to 7.50 = 7.50km) thane belapur road pavement rehabilitation work pkg.2 (from ch.7.50 to 13.76 = 6.26km )

Government Departments

TRN :49025799 | 22 May, 2025

Tender Value : 0

Surat - Gujarat

Tender for tenders are invited for laying, testing and commissioning of 11/22 kv underground xlpe cable (11/22 kv xlpe cable to be supplied by dgvcl) cable end termination & straight joint kits (to be supplied by contractor); tender for hiring of ac. hyundai xcent or higher model of any make car or equivalent to same model taxi maxi passing not more than 3 months old for 12 hours & three years; tender for providing and laying of pcc/ paver block/ raising of plinth for t/c.

State Government

TRN :49026494 | 14 May, 2025

Tender Value : 3.33 Lacs

Chittorgarh - Rajasthan

Tender for construction of boundary wall and associated civil ; stone wall structure in foundation and plinth in cement-gravel mortar including closing of side cracks and tamping etc. cement gravel 1:6 additional add-on amount, in superstructure masonry, item no. 21 to 24, plinth and for ties more than 30 cm thick upto 4.5 m height. additional add-on amount, in superstructure masonry, item no. 21 to 24, plinth and for ties more than 30 cm upto 4.5 m height. cement plaster on wall in 1:6 ratio of cement-gravel including scraping of joints and regular tamping for 14 days. 20 mm cement concrete 1:2:4 mixture in 50 mm thickness comprising 1 cement 2 gravel 4 12 m of stone or brick mixing with nominal aggregate and pouring, tamping, including pressing and tamping etc. stone aggregate excavating soil up to 1.5 depth in foundation, trench, drain, tamping the bottom. pouring water, beautifying the sides, taking out the excavated soil, filling the empty spaces again with soil after filling the foundation and disposing of the bound soil up to a distance of 50 meters in hard, clayey gravel soil in cement concrete foundation or floor, 40 mm nominal size stone gatti (crusher broken) / brick aggregate, mixing cement sand masala in the ratio of 1 soument: 5 sand: 10 soil and pouring and tamping, including tamping. 40 mm crusher with stone aggregate (crusher broken) if broken stone soil is replaced with hand-broken gravel, the same quantity will be payable but the rate of aggregate will be reduced by 30%. in the foundation and plinth, stone paving should be done in cement-gravel mixture, including closing the side cracks and leveling etc. cement gravel 1:6 cement plaster should be done on the wall in the ratio of 1:6 with cement-gravel scraping and regular leveling for 14 days. after mixing the joints, 20 mm ..... more in document

Government Departments

TRN :49026536 | 21 May, 2025

Tender Value : 8.36 Lacs

Agra - Uttar Pradesh

Tender for tender for flooring work by cc from bhuri singh residence to shanti niketan in shatrujeet nagar, chayli, tajganj zone room no. 64. - earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 2 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 3 1:2:4 (1 cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1) 5 cement plaster in fine sand: 12mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) 6 mechanical transport including loading, unloading and stacking. 7 reinforced cement concrete work in 1:2:4 (1) cement: 2 coarse sand (zone-iii) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) 8 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. 9 raising & re-fixing of manhole including all material labor t&p etc. all complete. (ns) 10 supply & fixing of r.c.c. manhole frame and cover including all complete. (ns) 11 supply & fixing granite board 2.5x4 size display board including painting, lettering etc. all complete. (none schedule) 12 sub total (a) 13 add/deduction rs. for estimate figure amount match 14 grand total

Government Departments

TRN :49026541 | 21 May, 2025

Tender Value : 11.81 Lacs

Agra - Uttar Pradesh

Tender for tender for park construction work on the side of the drain in billochpura, zone-3, tajganj, room no. 63. - earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. dsr code no. 2.6.1 page no. 91 2 carriage of materials by mechanical transport including loading, unloading and stacking. dsr code no. 1.1.2 page no. 83 3 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) dsr code no. 4.1.10 page no. 103 4 r.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (one part of cement, two part of coarse sand and four part of 2cm stone grit) in raft foundation and footing with 4cm. gauge apporved stone ballast supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. strength of the concrete shall not be less than m-150.(5-chapter pwd sch.no.287) 5 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-iii) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). dsr code no. 5.3 page no. 113 6 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500d or more. dsr code no. 5.22.6 page no. 118 7 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) dsr code no. 6.1.1 page no. 127 8 cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) dsr code no. 13.1.1 page no. 217 9 providing and applying white cement based putty of average thickness mm, of approved brand and manufacturer, over the plastered wall surface prepare the surface even and smooth complete dsr code no. 13.80 page no. 223 10 finishing walls with acrylic smooth exterior paint of required shade: 13.46.1 new work (two or more coat applied 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. dsr code no. 13.46 page no. 220 11 supply and fixing of ornamental and floral garden benches of cast iron side with 12 no. of m.s. tubular pipe of size 65x22 mm medium section with provision of grouting at all the four base ends bench ends suitably grinded for smooth surface finish and primer coated and deco painted with over all lendgth (150 cm, 70 cm, width and 80 cm. height having overall weight 72kg.) as per drawing and design. (none scheduled) 12 mild steel or iron work in heavy sizes such as trusses. built up gates record rack, roof work. gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. and their fixing required for proper completion of the work. (s.i. no. 503) 13 supply/fixing of black granite stone work display board. (ns) 14 sub total (a) 15 add/deduction rs. for estimate figure amount match 16 grand total

State Government

TRN :49026614 | 12 May, 2025

Tender Value : 21.50 Lacs

Ballia - Uttar Pradesh

Tender for tender for husenabad chakmishan road to husenabad link road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 3 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49026644 | 12 May, 2025

Tender Value : 15.50 Lacs

Ballia - Uttar Pradesh

Tender for tender for amdaur to chotaki seriya link road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49026655 | 12 May, 2025

Tender Value : 30.00 Lacs

Ballia - Uttar Pradesh

Tender for tender for sahatwar chandpur to babhnauli hadiha road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49027890 | 12 May, 2025

Tender Value : 16.00 Lacs

Ballia - Uttar Pradesh

Tender for tender for ballia sikandarpur road to sukhpura stadium tak road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49027907 | 12 May, 2025

Tender Value : 30.00 Lacs

Ballia - Uttar Pradesh

Tender for tender for hadiha kalan to chaurasi basti link road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

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