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List of site-preparation Tenders

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

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1 Construction
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State Government
TRN :49021412 |  01 Jan, 0001
Tender Value : 99.0 Thousand
 Nirmand - Himachal Pradesh
Tender for tender for engagement of consultant for construction of flood protection work at kedas in kullu district h.p. (sub head:-consultancy services for survey and investigation of site and preparation of drawings/design etc complete)
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2 Construction
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State Government
TRN :49021534 |  01 Jan, 0001
Tender Value : 99.0 Thousand
 Nirmand - Himachal Pradesh
Tender for tender for construction of govt degree college at nirmand in district kullu (h.p.) (sub head:- consultancy services for preparation of dpr/estimate including survey and investiga-tion of site and preparation of working estimate including bid-ding documents and approval of the same from competent authoprity etc complete)
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3 Construction
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State Government
TRN :49021543 |  01 Jan, 0001
Tender Value : 99.0 Thousand
 Nirmand - Himachal Pradesh
Tender for tender for construction of circuit court complex at anni in district kullu (h.p.) (sub head: consultancy services for prepara-tion of dpr/estimate including survey and investigation of site and preparation of working estimate including bidding docu-ments and approval of the same from competent authoprity etc complete
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4 Construction
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State Government
TRN :49021553 |  01 Jan, 0001
Tender Value : 99.0 Thousand
 Nirmand - Himachal Pradesh
Tender for tender for construction of judicial staff coloney at anni in district kullu (h.p.) (sub head:- consultancy services for preparation of dpr/estimate including survey and investigation of site and preparation of working estimate including bidding documents and approval of the same from competent authoprity etc compl ete).
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5 Public Administrative Department
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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
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6 Industrial Development Agencies
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corporations/Associations/Others
TRN :49022685 |  10 May, 2025
Tender Value : 10.32 Lacs
 Kanpur - Uttar Pradesh
Tender for tender for 29-construction of entrance gate in gram panchayat bhaura block-sumerpur - steel work in built up tubular (round hollow tubes ),trusses etc. including cutting ,hoisting ,fixing in position and applying a priming coat of appd. steel primer including welding and bolted with special shaped etc. comp. in all respect hot finished seamless type tubes /pole dsr code no 10.16.2 2 s/f of 25.00mm long steel polished screw with washer 3 painting work with three coat of appd. synthetic enamel paint with one coat of primer 4 construction of r.c.c. foundation size 1.80x1.80mtr. and 1.80 mtr deep for builtup overhead structure including earth work in execavation 150mm thick lean concrete in 1:4:8 cement and coarce sand and 40mm gauge stone ballast r.c.c. with 1:1.5:3 cement ,coarse sand and 20mm stone grite including supply and groutingnof 25mm dia foundation bolt(600mm longas per provision of structure including cost of reinforcement and shuttering including all material ,labour t&p etc. required for proper completion of work including cartage up to site and all taxes labour cess etc. all complete work as per direction of e/i earth work in execavation in foundation by mech. means dsr code no 2.6.1 5 sand filling in foundationdsr code no 2.27 6 lean concrete in 1:4:8 infoundation dsr code no 4.1.8 7 r.c.c. 1:1.5:3 in foundation up to ground level dsr code no 5.1.2 a 8 reinforcement 2% of r.c.c. dsr code no 5.22a.1 9 trasportation .labour charges, t&p such as hydra and other tools etc. 10 providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 04 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with high intensity prismatic sheeting type iv as per irc 67 2012 retro reflective sheeting with back frame ms angle of 35x35x5 mm. legends, letters, numerals and borders etc should be as per morth specification no-801.37 the sheeting shall have a pressure sensitive adhesive of the aggressive-tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer the acm (aluminium composite materials) shall be fixed on the back frame ms angle with riveting. micro prismatic type iv retro reflective sheeting (confirming to astm d4956- 09 shall be pressure fixed the retro reflective sheeting (shall be tested for a certificate or having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance meeting the requirement of three years outdoor weathering of the sheeting as per irc 67-2012 & proof of the same report shall be uploaded which quoting (tende: the rate shall include all materials labour t&p transportation, installatic and incidentals all complete as per direction of the engineer-in-charge morth 801 s.i. no 11 lucknow sor
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7 Public Administrative Department
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Government Departments
TRN :49022818 |  01 Jan, 0001
Tender Value : 5.12 Lacs
 Ballia - Uttar Pradesh
Tender for tender for construction work of additional room, grant for site preparation, renovation, cost at child itline ballia. work room, civil electrical work
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8 Civil Work
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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.
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9 Civil Work
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Central Government/Public Sector
TRN :49022949 |  13 May, 2025
Tender Value : 5.81 Lacs
 Bhubaneswar - Odisha
Tender for construction of sentry posts (04 nos.), boundary wall, retaining wall, internal roads, drains, rain water harvesting, 02 nos. of oht and ug sump (each of 1.00 lakh capacity), stp of 40 kld capacity, transformers, diesel generator set, development of site, laying of water pipe lines, sewerage lines, street light, sitc of high mast, co 12.00 m and 6.00 m wide main gate including security room at bsf campus khordha, bhubaneswar, odisha. sh- geotechnical investigation, preparation of structural design and drawings and design, preparation and submission of drawings of external water supply, sewerage system and storm water drain.
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10 Civil Work
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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)
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