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Government Departments

TRN :49024100 | 21 May, 2025

Tender Value : 48.96 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road sadwa chandika ke gram sabha chatarpur khanderi to raghna hote hue mishran tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 compacting to the required dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 7 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 8 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 9 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 10 s/f of 350 mm dia hume pipe 11 s/f of reflectivesign board,etc 12 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 13 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

corporations/Associations/Others

TRN :49024378 | 10 May, 2025

Tender Value : 7.20 Lacs

Kanpur - Uttar Pradesh

Tender for tender for 38-construction of mokshdham at gram chakothi block- chakothi - boring of 25cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in b.c. soil with hand operated auger machine 2 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in piles grade beam excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 3 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in columns excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. 4 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete 5 m-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, t&p complete in super structure 6 r.c.c . work in cement coarse sand and 20mm gauge stone gride in proportion 1:2:4 in lintel t-beam, slab excluding supply of reinforcement and also including supply of all material labour t&p centeringand shuttering etc. lintel 7 m.s. work in r.c.c. incluing supply of steel its wastage and hooks and authorised overlap 8 earth work in filling by cartage of earth from 1.00km by tractor trolly. 9 12mm thick plaster work in 1:4cement and fine sand mortor 10 coarse sandfilling under floor 11 laying of pcc in 1:6:12 cement ,sand and 40mm stone ballast in base concrete 12 laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 13 p/applying white cemnent based putty of avg. thickness 1mm of appd. brand over the plastered wall surface to prepare to surface even and smooth 14 finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm 15 12 mm thick plaster in 1:2 cement and coarse sand mortor over slab 16 site clearence before and after completion the work 17 imformation board + photography 18 installation of hand pump 19 tranpotation of handpump material and t&p from divi. store to site of work 20 hiring charge of necessary t&p and equipment requried for instalation of handpump cutter , wire rope lamps wooden planks ,loading arrengment for palm and presser for com. days including excavation of pit and water etc. complete 21 p/ of india mark hand pump machine and pipe etc 22 standerd deepwell hand pump machine complete 23 140mm pvc pipe 8kg per sqm 24 p/ o 32mm diameter gi pipe b class all completion 25 to make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. i/c 26 0-30m 27 31-50 28 51-60 29 s/f of end cap 110 mm dia required including all material labour t&p 30 s/f of nylon meshrequired including all material labour t&p 31 preparation of assembly as per eng. i/c and lowering of assembly consisting of110mm dia pvc pipe 6kg/sqcm, 1 kg /sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . 32 0-45m 33 45- above bgl 34 s/filling coarse sand arround stainer ( up to 3 mtr. from the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour t&p 35 lowring of 32mm dia gi pipe with ets cutting , threding etc. com. 36 development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour t&p etc. com. and installation of india marka ii hndpump (padestal) its position and its centering 37 disaffection by chlorination work of development work of after handpump installation after devlopment including supply of all chemicals required. 38 const. of pcc plateform in 1:2:4 of size 1.85 mtr. dia as deparmental type design for india marka handpumpe 39 const. of pccdrain in 1:2:4as deparmental type design complete 40 embossing on pedestal as per direction of eng.i/c 41 provision for testing of water sample in district water qlty.lab of newly installed handpumpe

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

State Government

TRN :49028339 | 12 May, 2025

Tender Value : 14.00 Lacs

Ballia - Uttar Pradesh

Tender for tender for ballia bansdih road gandhi ashram to bakava nahar ki patari 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

Central Government/Public Sector

TRN :49029366 | 11 Jun, 2025

Tender Value : 0

Pithapuram - Andhra Pradesh

Tender for auction sale of immovable property plot for sale in pithapuram

corporations/Associations/Others

TRN :49029489 | 20 May, 2025

Tender Value : 14.97 Lacs

Junagadh - Gujarat

Tender for annual rate contract for soil investigation, trail pit, contour survey & other related work for proposed 66kv, 220kv sub-stations & live sub-stations under transmission circle junagadh.

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Tender for auction sale of immovable property plot for sale in pithapuram

Tender for annual rate contract for soil investigation, trail pit, contour survey & other related work for proposed 66kv, 220kv sub-stations & live sub-stations under transmission circle junagadh.

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