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List of lift-well Tenders

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

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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

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.

State Government

TRN :49022943 | 15 May, 2025

Tender Value : 1.14 Crore

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for d/o parks pocket c and d sector-20 with two year maintenance yeida. wc-h - ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 2 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 3 fine dressing of the ground. 4 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 5 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 6 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 7 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 8 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 9 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 10 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 11 providing and stacking of putranjiva roxburghii of ht. 45.60 cm in bag of size 20 cm as per direction of the officer-in-charge with plantation of trees, shrubs, and hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge(dsr/18/2.57/p-99)+(dsr/18/7.7/p-159) 12 supply of gypsm well packed at site in bags. 13 supply of dap at site in printed plasic bags. (market rate.) 14 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 15 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 16 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 17 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 18 play grounds/public parks ( mali for 2.00acre.) 19 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work.

State Government

TRN :49023008 | 15 May, 2025

Tender Value : 97.85 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for landscaping of park p-1 sector -28 with two year maintenance yeida. wc-h - clearing grass and removal of the rubbish up to a distance of 50 m out side the periphery of the area cleared. 2 ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 3 rough dressing the trenched ground including breaking clods. 4 uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 5 fine dressing of the ground. 6 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ration of 2:1 by volume ( part of stacked volume of earth afte reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) follding with water dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 7 holes 60cm dia, and 60cm deep 8 holes 45cm dia and 45cm deep 9 supplying of chlorpyriphos 20% e.c/ lindane 20% e.c for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 10 supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( cattle manure measured in stacks will reduced by 8% for payment) 11 spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 12 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 13 supply and stacking of selection no. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 14 grassing with selection no. 1/ doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 15 preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 16 providing and stacking of duranta golden having ht. 15 to 20cm bushty shape with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.12pg. no.153) 17 providing and stacking of fucus panda golden of height 45-60cm with 6-7 branches and healthy foliage in p.bag of size 25cm as per direction of the officer in charge. (dsr-18, 8.27pg. no.175) 18 supply of gypsm well packed at site in bags. 19 supply of dap at site in printed plasic bags. (market rate.) 20 supply & planting of plants common varieties as required by engineering incharge in 5 kg poly bags or earthen pots ( not below than 8-10 ) well branched and fully foliage branching dia 0.75 to 1.00mtr. free from disease at site i/c stacking with bamboos(chakresia, site ashok, kusum, gulmohar, amaltash) 21 providing and displaying ficus retusa topiary wall developed with fresh and healthy 5 to 6 big ball spedific size and shape 180 cm to 210cm g in 40cm cement potas per direction of the officer in charge (dsr-18, 5.24 pg. no. 145) 22 providing and stacking of bottle palm of ht. 270-300cm bottom girth 30-35cm well developed in big hdpe bags 23 supply & planting of shrubs plants height 2-2.5 feet as required by engineering incharge in 6x8 polythene bags or earthen pot fully foliage and well branched free from disease. shrubs (himalia, chandni ticomaor as direction by e/i etc.) 24 providing and displaying furcaria variegated hybrid well developed with fresh and healthy foliage 20cm and above atractive leaves in 35cm cement potas per direction of the officer in charge (dsr-18, 5.31pg. no. 147) 25 providing and stacking of alternanthera species of height 15cm to 20cm full of brnaches and foliages in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. (dsr-18, 6.20pg. no. 153) 26 providing and stacking of lpomea (golden leaves) with fresh and healthy leaves in 15cm size of earthen pot/plastic pot & as per direction of the officer in charge. 27 providing and stacking of syngonium (butterfly) variegated with 2-3 suckers healthy foliage in earthen pot/plastic pot as per direction of the officer in charge.(dsr-18, 6.15pg. no.153) 28 providing and stacking of wedelia trilobata, full of leaves in 15cm size of poly bags & as per direction of the officer in charge.(dsr-18, 6.26pg. no.153) 29 providing and stacking of pinus longifolia (pinus) of height 90-105cm in cement pot of size 35cm as per direction of the officer in charge (dsr-18, 7.65 pg. no.165) 30 earth work in excavation by mechanical means (hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mall kinds of soil 31 providing laying, jointing and testing of pvc(finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing). (ar/yeida). 32 providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 33 complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of good earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other t & p material / articles shall be provided by the contractor.) and as per direction of officer in charge. 34 play grounds/public parks ( mali for 2.00acre.) 35 boring of tubewell with: supplying assembling, lowering and fixing in vertical position in bore well, unplasticized pvc medium well casing (cm) pipe of required dia, conforming to is: 12818 , including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of engineer in charge. 36 providing profuse watering arrangement for lawn/park at site to make avialable for irrigation i.e. diesel engien & oil etc, rh pipe/ canvas pip & other t&p etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work. 37 preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20cm in depth breaking clods, watering of each layer dressing etc, lead upto 50mtr and lift upto 1.5m complete as per direction of officer in charge. 38 supply ofgood earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammerand dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 39 plantation of seasonal two times on road side (0.45mtrwide bed) including making of bedas direction of engineer in charge complete item. 40 providing of seasonal seedlings including supply of seasonal seedling labour etc complete. 41 m/o seasonal/hedge of ground cover park including weeding hoeing and puring cutting in required shape etc. of ground bed complete itemand watering of seasoanl flowersincluding source of water pol etc. complete. 42 chair bench: supply of rcc chair bench with back rest of size 1500mm width x 1000mm height. reinforced suitably to promote long use and to prevent damage during handling, transportation, & erection. manufactured by using m-30 grade of concrete. 43 supply and fixing of dustbin set of 3capacity-80 ltr size -400x400 top , 300x 300 botto,, 900mm ht. stand made up of isi marked sq , pipe of 35mm x 35mm x 18 gauge power coated size-4.5’ x 1.5’ x 750mm(all complete) (as approved by e&i) 44 providing and laying in position cement concrete of specified grade excluding grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 corse sand 20 mm stone aggregate (sor based on dar 18 / 4.1.13)

State Government

TRN :49023349 | 30 May, 2025

Tender Value : 1.01 Crore

Lucknow - Uttar Pradesh

Tender for tender for horticultural maintenance work between gomti barrage and hanuman setu on gomti river front (lhs) - complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (cost of good earth, manure, fertilizer, insecticide , pesticide will be provided by the department & lawn mover and brush cutter with fuel , other t & p material/articles shall be provided by the contractor.) play grounds / public parks per sqm (as per yard stick 1mali =2.00acre).dsr (hort) 2020/2.40.5 2 cutting of hedge/edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.dsr (hort) 2020/2.36 3 supplying and stacking of well decayed cattle manure at site including royalty and carriage with all lead and lifts complete (cattle manure measured in stacks will reduced by 8% for payment). dsr (hort) 2020/2.25 4 hiring of diesel pump including suction & delivery pipe, operator & khalashi and polcomplete with all respect (as per irrigation department sor 2017-18 chapter 1 b (page no-3 s. no-8)= 31.00 per hp/hourcost analysis for irrigation with the help of diesel pump set (7.5 hp) analysis copy attached 5 supply & stacking urea 40% nitrogen @160 kg per acre (as per yard stick of cpwd lda sor 2018-19/11.1 6 supply & stacking dap 50 kg per acre/year. lda sor 2018-19/11.2 7 arrangement of tractor trolly including loading unloading of stacked kuda & malwa, removel of garden wastage including all complete of work.analysis rate copy attached. 8 required material for cleaning & sweeping. (market rate)

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 :

Government Departments

TRN :49024029 | 21 May, 2025

Tender Value : 30.30 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road chamir saraiya se pure rammu 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 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 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 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 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. 12 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) 13 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) 14 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 15 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 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 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 % 19 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 % 20 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 % 21 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 % 22 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 % 23 the routing maintenance of above road including earthen shoulder and interlocking road 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) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road 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) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road 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) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road 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) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road 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) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49024051 | 21 May, 2025

Tender Value : 80.09 Lacs

Allahabad - Uttar Pradesh

Tender for tender for link road kithawar market to basti hote hue primary school 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 excavation in foundation in ordinary soil 7 concrete in 1:6:12 in foundation 8 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) 9 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) 10 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 11 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 12 s/f of 350 mm dia hume pipe 13 s/f of reflectivesign board,etc 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) for1 st year maintenance cost @ 0.0 % 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) for2nd year maintenance cost @ 0.75 % 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) for3rd year maintenance cost @ 1.50 % 17 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 % 18 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 %

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 %

Government Departments

TRN :49026423 | 01 Jan, 0001

Tender Value : 0

Hazira - Gujarat

Tender for tender for structure dismentaling work at pwh_crm1 2000167357 10 10 10 dismantling of structure 200 to email : hitesh.prajapati@amns.in contact : name : hitesh prajapati item details : * scope of work for vendor: -dismantling existing structures as per requirement. -tools, tackles, grinding m/c etc. -supply of manpower with proper ppes -welding m/c, cutting set, cylinders. -consumables like welding electrodes, grinding wheels. -supervisor in contractor scope -job to be done as per instructions by line in-charge only. * scope of work- amns:- - essentials like electricity, water etc. - crane and hydra will be provided if required. - scaffolding or man lifter will be provided if required. - vehicle will be provided for scrap loading and disposal work. - specific penalty for safety violation and non-performance by vendor. specific penalty for nonperformance by vendor and must be cardinally measured. amns safety rule and regulation as per company policy: • all the persons working at height for exhaust pipe dismantling job should be healthy and medically fit and must be certified by the hospital(cnh). • all the workers have authorized work at height valid pass. • work should be started only after taking authorized work permit. • toolbox talk must be delivery before starting the job on daily basic. • use certified portable hand electric machine. • use certified lifting tools <(>&<)> tackles <(>&<)> it should be check before every use. • the person who is working at height should wear certified double lanyard full body harness (safety belt) <(>&<)> locked safety belt (both clamp) with lifeline. anchoring point must be check before every use. • use only certified two lanyards connected in a y configuration, which allows one lanyard to be attached to an anchor point while the second lanyard is being moved to a new anchor point, thus providing protection from falls at all times. • ensure that all persons are wearing safety helmet, safety shoe, safety goggles, face shield and cut resistance hand gloves, full body shock absorber double lanyard safety harness (for jobs above 4 metre height) / for job bellow 4 metre height full body double lanyard safety harness without shock absorber to be used. • work should be carried out in close supervision of competent supervisor. • the working at height job should be allowed in daytime only • while handling or shifting job of dismantle exhaust pipes with crane ensure that certified lifting belt are used <(>&<)> check the belt condition before every use. ensure exhaust pipes are lift in horizontal balance load condition <(>&<)> ensure guide rope are properly tied with bundles. • while fabrication activity ensure crane movement. crane movement must be restricted at working area when ever needed <(>&<)> for that working area must be barricade with danger tape <(>&<)> also manual stopper to be provided on both side of crane rail track minimum 8 meter away from page 2 of 2 arcelormittal nippon steel india pvt ltd am/ns hazira plant 27th km, surat-hazira road,,hazira,394270,gujarat,india gstin 24aaace1741p1zn pan aaace1741p cin u27100gj1976ftc013787 request for quotation number 6000133471 date 05.05.2025 submission date 13.05.2025 coll req no amns deals with oems directly. we are very well equipped in every way to import / buy our goods directly from oems from any part of the world in a professional manner. we also use the vast global networks of our parent companies where necessary. we do not welcome any contact from intermediaries or indian agents of vendors. we assure all oems that you do not need to engage anyone to manage your transactions with us.kindly respond to our rfqs and deal with our officials directly without involving any agents or intermediaries. offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. contact for this rfq mr. venkat sai taneeru contact email venkat.taneeru@amns.in materials / services please acknowledge receipt of the rfq and provide your best quote for below given rfq details. sr. no pr no. pr item rfq item services for line item quantity uom technical details other details working area. • while fabrication activity near dsl side, ensure dsl power supply must be cut off <(>&<)> for that lototo must be taken for isolation of dsl power supply. • while fabrication activity ensure that ground area should be barricade with danger tape to avoid unauthorized entry in work area • while scaffolding needed for work ensure that it must be certified <(>&<)> also ensure crane movement <(>&<)> if required crane movement must be restricted at scaffolding area. • the working area need to be cleaned to avoid the slipping hazards. • ensure gas cutting spark should not be fall on any electrical wires, trench cover <(>&<)> on any flammable material for that all wires /trench cover must be cover with fire blanket <(>&<)> all flammable materials should be removed from work area before starting the job. • ensure highly flammable material should not be store near working area <(>&<)> if any it should be removed immediately before starting the job. • always carry fe near workplace. • never transport cylinders with regulators and hose attached unless a proper trolley or carrier is used with locking chains. • ensure loose cylinder should not be kept at shop floor. • no oxygen or acetylene gas shall be used for pressure testing purpose. • no oxygen or acetylene gas shall be used for cleaning purposes. • always use red hose for acetylene and blue / black for oxygen, be careful to see they are never interchange. sop no:- amnsil/crm/pwh/19/sop/05 hirac no:- amnsil/crm/pwh/16.7/hirac/39

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