Filters

List of transport Tenders

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

All-Tenders (326)
|
Today's-Tenders
|
Active-Tenders
|
Closed-Tenders

Local Bodies

TRN :49021556 | 16 May, 2025

Tender Value : 21.17 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from nagla khushali marg to lakhanu pura marg ambedkar park in village panchayat lakhanu - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 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 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 plane/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807, 1202&1204 6 supply, fitting and placing with ms bar rainforcement as per drawings and technical cpecification clause 1002, 1010 and 1202 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 0.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 supply and fixing of information board

Local Bodies

TRN :49021584 | 16 May, 2025

Tender Value : 8.00 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from aligarh road to nihal singhs house in village panchayat bijhari - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 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 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical spefication clauses 600,1202 & 1203 (brick masonry in 1:4 cement mortar) 6 plastering with cement mortar (1:4) 12mm thick on brickwork in substructure as per technical specification clauses 613.4& 1204 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 0.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 providing and laying of interlocking concrete block provements having thickness 80mm as per drawing and technical specification clause 1504 11 supply and fixing of information board

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

State Government

TRN :49022653 | 13 May, 2025

Tender Value : 2.50 Lacs

Lucknow - Uttar Pradesh

Tender for tender for road signage work at faizabad road to kukrail bandha road via raheem nagar road - providing and laying dense graded bituminous macadam with higher capacity hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects

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 :49023024 | 21 May, 2025

Tender Value : 38.10 Lacs

Parichha - Uttar Pradesh

Tender for work of excavation, loading, transporting, unloading and levelling of ash/earth from ash dykes of ptpp, parichha to low lying areas of sec-1 and 2 in colony area at ptpp, parichha.

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

corporations/Associations/Others

TRN :49023411 | 19 May, 2025

Tender Value : 17.17 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-14 ward no-13 redaiyya renewal work with general repair by pc from gt marg to santlal house (mosepur). - 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

State Government

TRN :49023607 | 16 May, 2025

Tender Value : 22.62 Lacs

Lucknow - Uttar Pradesh

Tender for tender for construction and renovation work of community center located in sector-d of kanpur road scheme - rcc repairs 2 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge. 3 75mm average thickness 4 50mm average thickness 5 25 mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge. 7 bars upto 12 mm diameter 8 bars above 12 mm diameter 9 drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in rcc beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of engineer-in-charge.upto and including 12mm dia. 10 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect.epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.note: measurement and payment: the pre-measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 n/sqmm2). 12 25 mm average thickness in 2 layers. 13 50 mm average thickness in 3 layers. 14 providing and laying sbr polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structuralmembers e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of rcc member.note: rates shall be for finished surface area of concrete and shall include the cost of making holes in existing rcc slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved super-plasticiser forrendering concrete as flowable self compacting and sbr polymer but shall exclude cost of reinforcement, bond coat, shear keys, centering and shuttering, strutting, propping etc (payment under this item shall be madeonly after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) 15 50mm thick in grade m 25 with cement content not less than 330 kg per cum 16 75mm thick in grade m 25 with cement content not less than 330 kg per cum 17 100mm thick in grade m 25 with cement content not less than 330 kg per cum 18 providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of engineer-in-charge.(the payment shall be made on the basis of actual weight of approved grout injected.) 19 epoxy injection grout in concrete/rcc work of approved make 20 providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the engineerin- charge.wooven pvc cloth 21 shotcreting r.c.c. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stoneaggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by engineer- in-chargenote: rates shall include the providing necessary ground wires etc. the levelling gauges, if used, shall be paid for separately. payment under this item shall be made only after proper wet curing has been done and surface hasbeen satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 22 50mm thick in grade m 25 with cement content not less than 330 kg per cum 23 75mm thick in grade m 25 with cement content not less than 330 kg per cum 24 providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of engineer-in-charge. 25 providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of l shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by engineer-in-charge. 26 mild steel or iron work in plain work such as in r.c.c. or r.b. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. 27 centering and shuttering including strutting, propping etc. and removal of form for : lintels, beams, plinth beams, girders, bressumers and cantilevers 28 centering and shuttering including strutting, propping etc. and removal of form for : columns, pillars, piers, abutments, posts and struts 29 centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic 30 waterproofing and terracing 31 providing and laying in situ five course water proofing treatment with app (atactic polypropylene) modified polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to is : 702, 3rd layer of roofing membrane app modified polymeric membrane 2.0 mm thick of 3.00 kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron hmhdpe film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron hmhdpe film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 32 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 33 miscellaneous works 34 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, includingadditional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in-charge.note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. 35 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge. 36 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) 37 cleaning of under ground sump, over head r.c.c. tank ( independent staging) including disposal of slit and rubbish, all as per direction of engineer-in-charge.the cleaning shall consist following operations:-(i) tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) chlorination of rcc internal surface by liquid chlorine.(iv) the treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) finally the surface shall be treated with ultraviolet radiation etc. as per direction of engineer-in-charge. 38 door-window repair 39 renewing glass panes, with putty and nails wherever necessary including racking out the old putty: float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) 40 renewal of old putty of glass panes (length) 41 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of engineer - in- charge. 42 extra for cutting reinforcement bars manually/ by mechanical means in r.c.c. or r.b. work (payment shall be made on the cross sectional area of r.c.c. or r.b. work) as per direction of engineer-in-charge. 43 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. in cement mortar 44 dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area beyond 3 sq. metres 45 casement door double panel with french (false) mullion with zinc alloy (zamak) 3d hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.using r4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above ) x (100 mm& above) & french (false ) mullion (64mm & above) x (60 mm & above). (height above 2.5 metre) 46 toughened glass 12 mm thickness 47 finishing work 48 dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 49 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 50 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 51 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 52 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade: new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : new work (two or more coats) over and including water thinnable priming coat with cement primer 54 applying priming coat:with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 55 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 56 washrooms 57 dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm 58 providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to is : 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 59 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including isi marked stainless steel butt hinges with necessary screws 60 providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 61 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 62 providing and fixing aluminium sliding door bolts isi marked anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

corporations/Associations/Others

TRN :49023772 | 19 May, 2025

Tender Value : 33.58 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-09 renewal work with general repair by bc from patel nagar charaha to shadipur charaha. - 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 and laying dense graded bituminous macadam with higher capacityusing crushed aggregates of specified grading, premixed with bituminous binder vg-30 @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects. 5 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 6 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg30@ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rolers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects. 7 providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 the finished surface to be level, uniform andfree form streaks and holes.

Related Searched Keywords : transport

List of transport Tenders

Tender for work of excavation, loading, transporting, unloading and levelling of ash/earth from ash dykes of ptpp, parichha to low lying areas of sec-1 and 2 in colony area at ptpp, parichha.

Get transport Tender Alert...

Related Searched Keywords : transport

State Tenders »

City Tenders »

Keyword Tenders »

Sector Tenders »

Ownership Tenders »

Indian Segment

Browse Tenders

Global Segment

Others

Get in touch with us