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State Government

TRN :49059492 | 14 May, 2025

Tender Value : 20.00 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for patch repair work on roads under the assistant engineer i. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per the technical specification and direction of engineer-in-charge. 2 providing and applying tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 grade bitumen @ 1.46 kg/sqm. to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including tack coat @ 0.25 kg/sqm as per the technical specification and direction of engineer-in-charge. (including cost of bitumen) 4 providing and laying seal coat by manual means with vg-10 grade bitumen @ 0.68 kg/sqm. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b as per the technical specification and direction of engineer-in-charge. (including cost of bitumen)

State Government

TRN :49059529 | 14 May, 2025

Tender Value : 20.00 Lacs

Saharanpur - Uttar Pradesh

Tender for tender for patch repair work on roads under the assistant engineer iv - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per the technical specification and direction of engineer-in-charge. 2 providing and applying tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 3 providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 grade bitumen @ 1.46 kg/sqm. to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including tack coat @ 0.25 kg/sqm as per the technical specification and direction of engineer-in-charge. (including cost of bitumen) 4 providing and laying seal coat by manual means with vg-10 grade bitumen @ 0.68 kg/sqm. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b as per the technical specification and direction of engineer-in-charge. (including cost of bitumen)

State Government

TRN :49059554 | 16 May, 2025

Tender Value : 24.60 Lacs

Kasganj - Uttar Pradesh

Tender for tender for re-construction of gorha pwd road - wbm grading 3-providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 compacting to the required density grading 3 as per technical specification clause 405. (a)by manual means 2 cement concrete pavement(c.c road) 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 1501.2.2 m 30 (grade) coarse and fine aggregates conforming to is 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 3 construction of embakment with approved material obtained from borrow pits with all lift upto 1.5 m,transporting to site, compacted to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as pertechnical specification clause 301.5 4 excavation in soil mixed with moorum shingle kankar requiring the use of special tools and plants such a pick axes subbals etc.forbuilding/drain workonly 5 providing and laying cement concrete in 1:3:6 (1cement:3coarsesand:6graded stoneaggregate40mmnominalsize) including supply of all material, labour and t&p etc. required for proper completion of the work. 6 reinforced cement concrete workinwalls (anythickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) 7 supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete asper drawing and technical specifications. 8 05 year maintenance charge routine maitenance of road for 05 years after the competion of work (vide shasanadesh no. 17/2024/??0-113/23-1-2024-23-1099/113/2023 dated 16.01.2024 & letter no. 36890c/rmc/mool-23-24 dated 17.02.2024 of enc pwd. rate excluding of g.s.t.) 1-1st year 9 maintenance for 2nd year at cost of total execute work 10 maintenance for 3rd year at cost of total execute work 11 maintenance for 4th year at cost of total execute work 12 maintenance for 5th year at cost of total execute work

State Government

TRN :49069050 | 20 May, 2025

Tender Value : 26.07 Lacs

Bikaner - Rajasthan

Tender for tender for work no 07 ward no. 27: paver block laying work from ramkaran jat to satyanarayan bhatis house and nearby link lanes, from satyanarayan saraswats house to omji malis house and nearby link lanes, from shivji nais house to jagdish kumars house and nearby link lanes, from pawan chhajeds house to vikas bothras house and nearby link lanes and from kannu ranka to kundan mal golchhas house, bikaner. - 1 excavation incutting in soil by manual means with lead upto 50m excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per morth specification clause 301.3 2 carriage of earth sand lime morumsluge, building rubbish etc.incl. loading unloading up to lead of 5 km. 3 construction of granular sub-base by providing well graded material, in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401for lead of granular material upto 20 kms. (compacted thickness as specified to be measured ). for grading iii material 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheelroller80-100kn 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 density grading 3 as per morth specification clause 404. using crusher borken aggregatesby manual means 5 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base (wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 6 providing and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 7 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511by manual means (vg-30) 8 20mm thick open-graded premix carpet using bituminous (viscosity grade /modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen oremulsion to required line, grade and level to serve as wearing course 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 grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.bymanual means bitumen (vg-30) 9 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 10 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level.m20 grade nominal mix 1: 1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 11 providing and laying ofpaver block as per is 15658 : 2006 (indian standard for precast concrete block for paving- specification) and irc : sp:63-2004 (guidelines for the use of interlocking concrete block pavement)m-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, embankment slopes, sand stabilization area etc.( as per table 1 ofis 15658:2006 category a denated units to key into each other on four faces zigzag shape as per irc sp 63:2004

State Government

TRN :49020001 | 19 May, 2025

Tender Value : 0

Raichur - Karnataka

Tender for corrigendum : tender for package-vii supply of materials to metalling to road from sadapur to umalipannur, shatri camp to umalipannur, walkamdinni to kurdi, and aroli to gorkal road road in manvi taluka of raichur district. - tractor-40 hp per hour,water for consolidation,gravel 2.36mm/murrum for road,water tanker charges,vibratory roller 8 tonne capacity,fine aggregates 10mm size,crushed stone course aggregate 53 size,granite metal of size 40mm,granite metal of size 20mm

State Government

TRN :49020003 | 19 May, 2025

Tender Value : 0

Raichur - Karnataka

Tender for corrigendum : tender for package-iv supply of materials to metalling to road from talmari to a.p boarder, gunderveli to budadinni, n.malkapur to meerapur, mirzapur to meerapur and gandhal to kerebudur road in raichur taluka of raichur district. - tractor-40 hp per hour,water for consolidation,gravel 2.36mm/murrum for road,water tanker charges,vibratory roller 8 tonne capacity,fine aggregates 10mm size,crushed stone course aggregate 53 size,granite metal of size 40mm,granite metal of size 20mm

State Government

TRN :49020829 | 15 May, 2025

Tender Value : 39.20 Lacs

Sitapur - Uttar Pradesh

Tender for tender for re construction of gangupur to ganeshpur mdhya bhag first - providing laying and spreding and compacting stoneaggrigate of 53-22.4mmsize to water bound macadam specification includingspreading in uniform thikness hand packing rooling with smooth wheel roller 80-100kn in stages to proper grade and cambermaterial manually mixing in place with rotavater and compacti applying and brooming stone screening to fill up the entrstices of coarse aggrigate watering and compacting to the required density 2 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 3 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.25 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course 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 grades to be followed by seal coat . 5 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 construction of embankment with approved material obtained from available land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 7 brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the engineer - in -charge. 8 routine maintenance charge up to 5 year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of e/i .

Government Departments

TRN :49022269 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-1, chhatta ward no. 27, bagh muzaffar khan, from saint john square to near garg homeo hall, hotmix road improvement work. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 8 providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatichermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 10 reflective raised pavement markers (cat eye/ road stud) supply and flxing of raised pavement marker with made of plastic body of rpimi road stud shall be moulded from asa (acrylic styrene acrylonitrile) or hips (high-lmoact polystyrene) or acryloniilrile butadien styrene (abs) or any oiher suitable malerial approved by the engineer. the marker shall support aload of 13,635 kg tested in ccordance with astm d4280.the reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internaleflection of the lighl entring the lens face. lenses shall be mouled of methyl melhecrylate conforming io astm d78b of equivalent the slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each relro _reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & width shall not exceed 130 mm. the base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxynslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. the contractor shall submit a two year warranty for sal sfactory lleldeformance including stipulated retro-refleclance of the reflecting panel , to the engineer . ln addition a two year warranty foralisfactory infield perfonnance of the finished road marker shall also be given by lhe conlractor who carries out the work of fixing of reflective road ma*ers. ln case the markers are displaced , damaged . gel worn out or lose theireflectivity compared lo stipulated standards , the contractor would be reqlllred to replace allsuch markers within 15 days ofthe inlimation from the engineer. at his own cost the rate shall include all materlals, labour, t&p,ransportalion, insiallation and incidentals all complete as per direction of the engineer-in-charge 11 supply & fixing granite stone work display board (size 2.50ft x 4.00ft) including painting, lettering etc. all complete. (none schedule) 12 sub total 13 add/deduction rs. for estimate figure amount match 14 grand total

corporations/Associations/Others

TRN :49022887 | 29 May, 2025

Tender Value : 2.62 Crore

Jagdishpur - Uttar Pradesh

Tender for annual maintenance works at i.a. jagdishpur distt. amethi. - providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 2 providing and applying primer coat with bitumen emulsion/ vg-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and t&p etc. required for proper completion of the work. 3 providing and laying densed gradded bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.50% by weight of total mix and filler, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grede,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per mort&h specificationsclauses507 complete work in all respects. including supply of all materials,labour,t&p etc as required for proper completion of the work. 4 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.including supply of all materials, labour and t&p etc. required for proper completion of the work. 5 providing and laying 25mm thickbituminous concrete with higher capacity batch typehot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.20 % percent of mix and filler ,transporting the hot mix material to work site , laying with hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled , vibratory and tandem roller , to achieve the desired compaction as per mort&h.. specification clause no - 507, complete in all respect. ( grading -i ) 6 road marking with hot applied thermoplastic compound with reflectoringmglass beads on bituminous surface,providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectoring glass beads @ 250 gms per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per irc :35.the finished surface to be level uniform and free from streaks and holes. rate as per uppwd. 7 earth work in excavation by mechanical means/manual means over areas including getting out and disposal of excavated earth lead upto 50m and for all lift for all kinds of soil. 8 m-150 brick workin foundation and plinth in cement mortar 1:6 with cement and coarse sand. 9 12 mm thick cement plaster of mortar 1:4 with cement and coarse sand on brick work. 10 providing & laying in position cement concrete of grade 1:5:10 with cement, coarse sand and 40 mm grade stone aggregates. 11 providing and laying 80 mm thick factory made chamfered edge cement concrete paver blocks of m-35 grade with approved colour, design and pattern ,thickness & size / shape complete item no 16.91.2 12 m-150 brick workin plinth and foundation with cement mortar 1:4 with cement and coarse sand. 13 providing and fixing concrete 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)on culvert parapet as per standard design,including finishing smooth with cement mortar . 14 finishing walls with water proof cement paint of approved make and quality on new work with 2 coats to give an even shadeincluding supply of all materials, labour and t&p etc. required for proper completion of the work. on culvert parapet 15 repairing of 110 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 16 repairing of 160 mm dia water supply line leakages including cost of earth work excavation, bailing out water,supply of pipe, d-joint ,nut bolts and specials etc.as required at site condition complete sa per direction of engineer in-charge. 17 providing and laying of 100 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&p etc ,testing of pipe line as per requirement complete 18 providing and laying of 150 mm dia pvc pipe as per code specifications including cost of all material ,specials, excavation of earth work,all labour t&petc,testing of pipe line as per requirement complete 19 repairing and rewinding of motor,repairing of pump accessories complete including cost of all material,labour ,t&p etc as required at site condition also including lowering & lifting of motor pump from tubewell boring testing complete. 20 repairing of electric control panel 21 manual sweeping ,garbage/litter collection and removal of animal carcasses etc in all streets,main and arterial roads all street and roadsurfaces, footpaths, pavements, parking, lots, foot, overbridges, busshelters, roadmedians, traffic islands and any other open public areas and structures outing. 22 cleaning & removal of garbage, litter, silt or any blockages from the street side, shallow surface drains(other than under ground sewerage and under ground drains) including tractor with trolly, its pol & driver, 2 nos helper for loading/unloading of garbage, etc . complete item as per direction of engineer in charge. 23 desilting of drain in foul position (work frequency every week ) including disposal of silt/waste out side of industrial area as per direction of engineer in charge. 24 clearing jungle i/c uprooting of rank vegetations, grass, bush, wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level & removal of rubbish upto 50m.

corporations/Associations/Others

TRN :49023353 | 19 May, 2025

Tender Value : 7.53 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-13 ward no-01 ajgava to renewal of route by pc to banda sagar bahraich marg to udhannapur sampark marg. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 2 providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. clause 502 3 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 4 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenvg10 to required line, grade and level to serve as wearing course 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 grades to be followed by seal coat type c as per technical specification clause 508. 5 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 6 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 technical specification clause 303.1. in patri 7 brick edging on both sides of the road of first brick class m--150 8 cm wide and 12 cm deep laid withmud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work including material, labour and t&p etc proper completion of the work

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