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

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State Government

TRN :49068569 | 20 May, 2025

Tender Value : 43.26 Lacs

Narela - Delhi

Tender for maintenance of boundary wall in dda vacant land under na-ii.sub-head: hiring of equipments, manpower and transport etc. for demolition programme in narelazone-hiring and running oftractor with trolleyor equivalent complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 2 hiring and running oftractor with trolleyor equivalent complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 3 hiring and running of hydraulic excavator(3d)with operator and fuel complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 4 hiring and running of hydraulic excavator(3d)with operator and fuel complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 5 hiring and running of pneumatic cutter/hammer with air compressor and operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 6 hiring and running of pneumatic cutter/hammer with air compressor and operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 7 hiring and running of gas cutter/hammer with air compressor and operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 8 hiring and running of gas cutter/hammer with air compressor and operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 9 hiring and running of crane with operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 10 hiring and running of crane with operator complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 11 hiring of cameraman for photography & videography and making 3 nos. of compact disk & 20 nos. of photograph of demoloiton programme as per direction of engg. incharge. 12 providing and deploying of manpower in demolition programme in narela zone as per direction of engineer-in-charge.labour/coolie without hammer 13 providing and deploying of manpower in demolition programme in narela zone as per direction of engineer-in-charge.labour/coolie with hammer 14 hiring and running of mobilecrane with operator and fuelcomplete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 15 hiring and running of mobilecrane with operator and fuelcomplete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 16 hiring and running of loader or equivalent complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme carried out at site successfully 17 hiring and running of loader or equivalent complete in all respect to dda and its deployment as per direction of engineer-in-charge for demolition programmes in narela zone.demolition programme failed/could not be carried out due to any reason at site. 18 c.f. @ 0.973 = 4326583.00 19 special conditions:1 that the agency shall supply, on demand, equipment for demolition programmes as well as manpower for carrying out demolitions, at the quoted/ awarded rates, which have been described in schedule of rates here to.3 the engineer-in-charge shall be the competent authority to take a decision for forfeiting the security deposit or any part thereof, because of non-compliance of any instructions/orders issued by him. 4 that the agency shall, simultaneously after signing of the agreement, submit a certificate along with agreement with equipment supplier if any to the engineer-in-charge that all demolitions items, equipments as well as manpower whenever required for the demolitions shall be kept readily available at shortest time gap and the contractor shall be informed about the demolition programme either through letter, telephonically, whatsapp, e-mail or by any other means.5 it is specifically agreed that in case of any failure/ non-compliance on the part of the agency, in respect of the supply of any equipments, manpower, the engineer-in-charge shall be entitled to arrange requisite demolition equipments, and manpower at the risk and cost of the agency. it is further specifically agreed that any loss or damages suffered by the authority because of any non-fulfilment of the agencies obligations under the agreement or violations of the terms and conditions of the agreement by the agencyshall be recovered from the agency. 6 that while making payments, the authority shall abide by all the fiscal legislation including deduction of tax at source as applicable, as per prevalent government orders. 7 that the agency shall carry the demolition items, equipments, instruments and manpower required for carrying out the same to the site of demolition at its own expenses. nothing extra shall be payable by the authority to the agency in this behalf. 8 that the labour/ manpower employed by the agency shall always be employees of the agency and under no circumstances the authority shall have to do anything with the labour/ manpower. any injury caused to the manpower, or damage to the demolitions items/ equipments/ instruments shall be the sole and exclusive responsibility of the agency9 that the agency is required to carry out an insurance of all its demolition items/equipments and instruments which shall cover the third party claim also. further the agency is required to get itself insurance protection in respect of any injury to the labour/manpower employed by the agency for the purpose of carrying out any requisite demolition. it is specifically agreed that any claim on the insurance company in respect of any damage to the demolition items/ equipments/ instruments or claim in respect of any injury to the labour employed, shall be borne by the agency exclusively and the authority shall have no concern with the same. the demolition equipments wherever required to be operated manually, shall be operated by persons employed by the agency and the authority shall have no concern in respect of the terms or incidents of employment of such persons. 10 recovery at double the agreement /accepted rate or market rate whichever is more per machinery/per day shall be made if agency fails to provide requisite machinery tools & manpower on the day of demolition programme. 20 12 in case any equipment or machinery becomes unserviceable, during the execution of demolition programme, the rates/ reduced rates be paid to the agency as per the recommendations of the engineer-in-charge. 13 executive engineer ensure that all the dismantled material received during the course of demolition at site will be the property of dda and same shall be kept in record & will be auctioned in open market to bear the cost of demolition.any recoverable or reusable material (e.g., doors, windows, steel, bricks) shall be listed, stored, and handed over to dda officials or disposed of as per written directions14 the contractor shall provide personnel safety equipment to all the manpower engaged on work. 15 all labours will be wearing reflective jackets of same colour. 16 agency will carry out photography & videography of all demolition carried out. in absence of videography & photography, no payment will be made to agency.17 agency may be asked to carryout up to three programmes in a day depending on job requirements as decided by engineer-in-charge. in case of failure to supply equipment and manpower etc., punitive action shall be taken under relevant terms and conditions described above.18 all demolition work must comply with local/state/national safety regulations (e.g., osha, is codes, etc.). the contractor shall be responsible for providing all personal protective equipment (ppe) to their workforce.19 adequate measures must be taken to control dust, noise, and vibrations. water spraying and sound barriers should be used where necessary.20 the contractor shall strictly adhere to all relevant guidelines, circulars, and standard operating procedures (sops) issued by the dda related to demolition works and environmental management21 the contractor must coordinate with relevant dda departments such as land management, engineering wing, and horticulture (if applicable) during the execution.22 after demolition, the site must be restored and leveled as per dda’s instructions. temporary structures, debris, and waste materials must be fully removed.23 the employer reserves the right to terminate the contract for unsatisfactory performance or violation of any terms.

Government Departments

TRN :49019490 | 23 May, 2025

Tender Value : 49.00 Lacs

Coimbatore - Tamil Nadu

Tender for tender for construction of breastwall at km 44/8 (i)of ooty kotagiri mettupalayam sathy gobi erode road.; 1 earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per ss20b including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for surface drain . (morth no. 111, 112, 304) 2 earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per ss20b including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation of breast wall . (morth no. 111, 112, 304) 3 plain cement concrete of grade m10 nominal mix using 40mm iss size hbg graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for levelling course breast wall .(morth no. 111, 112, 1000, 1500, 1700, 2200, 900) 4 vibrated cement concrete m20 (nominal mix) using 40mm iss size hard broken granite metal including cost and conveyance of all materials to site includingcostandlabourchargesforformwork, centering,labourchargesfor laying, compacting, curing all incidental charges etc., complete for footing and surface drain base and foundation of breast wall. (morth no. 111, 112, 1000, 1500, 1700, 2200, 900) 5 vibrated cement concrete m20 (nominal mix) using 20mm iss size hard broken granite metal including cost and conveyance of all materials to site includingcostandlabourchargesforformwork, centering,labourchargesfor laying, compacting, curing all incidental charges etc., complete for surface drain. (morth no. 111, 112, 1000, 1500, 1700, 2200, 900) 6 vibrated cement concrete m20 (nominal mix) using 40mm iss size hard broken granite metal including cost and conveyance of all materials to site includingcostandlabourchargesforformwork, centering,labourchargesfor laying, compacting, curing all incidental charges etc., complete for stem of breast wall stem. (morth no. 111, 112, 1000, 1500, 1700, 2200, 900) 7 providing and fixing 110mm dia pvc seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications for breast wall (morth no. 2706, 900) 8 calculation of subtotal, gst and total amount carried out by system automatically 9 basic cost of value put to tender as per estimate 10 add gst at 18% 11 total value put to tender 12 differnce amount (excess/less) 13 quoted amount (basic rate only) 14 add gst at 18% of quoted amount 15 total value of quoted amount including 18% of gst 16 basic cost of value put to tender as per estimate 17 quoted rate in figures (total value of quoted amount including 18% of gst )

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction 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 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge 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 fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction 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 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

State Government

TRN :48899058 | 14 May, 2025

Tender Value : 1.85 Lacs

Kolkata - West Bengal

Tender for e-tender for repairing, painting, floor cleaning ,polishing, electrical wiring & wood work of mess at bt lines, 29/1 bt road, during the year 2024-2025.= 1 estimate for repairing, painting, floor cleaning,polishing, electrical wiring & wood work of mess at bt lines, 29/1 bt road, during the year 2024-2025. 2 stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. 3 cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, i.r.c. fabric mesh or x.p. m. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting i.r.c or x. p. m. & cost of all handling and scaffolding complete as per direction of engineer-in -charge. b) 25 mm thick 4 a) applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per manufacturers specification [cement to be supplied by the department] 5 cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the engineer - in - charge 6 plaster (to wall, floor, ceiling etc.) with sand and cement mortar including round off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (ground floor). [excluding cost of chipping over concrete surface](i) with 1:6 cement mortar(c) 15 mm thick plaster 7 (ii) with 1:4 cement mortar (c) 10 mm thick plaster 8 (b) rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand (1.5mm thick) 9 acrylic distemperto interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturers specification) including cleaning and smoothning of surface. two coats 10 supplying best indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (in all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/sq.m) 11 dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m(a) upto 150 mm. thick 12 ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant is codes. a) pakur variety 13 supplying, fitting & fixing 1st quality ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(a) floor with sand cement mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 kg/sq.m & joint filling using white cement slurry @ 0.20kg/sq.m. (a) area of each tile upto 0.09 sq.m (i) coloured decorative 14 (b) wall with sand cement mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 kg/sq.m & joint filling using white cement slurry @ 0.20kg/sq.m. (a) area of each tile upto 0.09 sq.m (i) coloured decorative 15 (a) painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary:(a) on timber or plastered surface:with super gloss (hi-gloss)- (iv) two coats (with any shade except white) 16 labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (concrete and brick work for mending damage will be paid separately) (a) upto area 2.5 sq.m 17 wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, iron butt hinges and m.s clamps. (the quantum should be correted upto three decimals). (c) sal : siliguri. 18 supplying, fitting and fixing m.s. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete (1:2:4) as per direction. (cost of concrete will be paid separately) (c) 40mm x 6mm, 125mm length 19 iron butt hinges of approved quality fitted and fixed with steel screws, with isi mark. (viii) 100mm. x 75mm. x 3.50mm 20 supplying,fitting & fixing of 2-track / 3-track aluminium sliding window of all aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to is 733-1983 & is 1285-1975, annodised conforming to is 1868-1983, fitted with all other accessories viz. pvc roller, epdm gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of engineer-in-charge. 10-12 micron thickness annodizing film for 2-track window: members for bottom frame @ 0.875 kg per mtr. and for top and side frame @ 0.778 kg per mtr. and for shutter bottom and top member @ 0.472 kg per mtr., style side member @ 0.493 kg per mtr. and interlock member @ 0.612 kg per mtr. [note : for estimate purpose construction wing may consider weight of 2- track aluminium window @ 5.5 kg per sq.m.and 3-track aluminium window @ 6.5 kg per sq.m] 21 polishing only of old marble or terrazo work with oxalic acid powder using 33 gms/ sq.m. by manual labour / machine where necessary. 22 supply & fixing 240 v, 6 a, 3 pin modular type plug socket (legrand/l&t) with 6a modular type switch, without plug top on 4 module gi modular type switch board with 3 module top cover plate flushed in wall incl. s&f switch board and cover plate and making necy. connections with pvc cu wire and earth continuity wire etc. (for seperate plug) 23 distribution wiring in 1.1 kv grade 2x22/0.3 (1.5 sqmm) single core stranded fr pvc insulated & unsheathed copper wire (brand approved by eic) partly in 20mm size pvc rigid conduit fr (precision make) [for horizontal run & above false ceiling portion only] and in 19mm bore, 3mm thick polythene pipe [for vertical run embedded in wall],with 1x22/0.3 (1.5 sqmm) single core stranded fr pvc insulated & unsheathed copper wire for ecc, to light/fan/call bell points with modular type switch (brand approved by eic) fixed on modular gi switch board complete with 2 no. suitable size “ph & n” copper bar with top cover plate making earthing attachment fixed on wall incl. mending good damages to original finish. [pvc rigid conduit only for horizontal run & above false ceiling and vertical run concealed](b) average run 6 mtr 24 (a) supply & fixing 240 v, 6 a, 3 pin modular type plug socket (brand approved by eic) with 6a modular type switch, without plug top on 4 module gi modular type switch board with 3 module top cover plate flushed in wall incl. s&f switch board and cover plate and making necy. connections with pvc cu wire and earth continuity wire etc. 25 supply & fixing 240 v, 3 nos. 16 a, 3 pin modular type plug socket with 3 nos. 16a modular type switch (brand approved by eic), 20a modular switch type sp mcb (c-curve) and indicator without plug top on 12 module gi modular type switch board with 12 module top cover plate flushed in wall incl. s&f switch board and cover plate and making necy.connections with pvc cu wire and earth continuity wire etc. 26 supplying,fitting and fixing approved brand 32 mm dia.p.v.c. waste pipe, with pvc coupling at one end fitted with necessary clamps.(iii) 900 mm long 27 sub total 28 gst 18% 29 lwc 1%

Central Government/Public Sector

TRN :48600436 | 12 May, 2025

Tender Value : 35.00 Lacs

Kamptee - Maharashtra

Tender for rewiring and replacement of old unsv led fitting and switch socket with connected accessories ceiling fan, exhaust fan, wall fans and electric and solar water heater of md and otm accn of mh, ncc and aps wing under ge kamptee.

State Government

TRN :49021965 | 21 May, 2025

Tender Value : 76.43 Lacs

Gariyaband - Chhattisgarh

Tender for renovation work of dhurwagadhi (ghurwagudi) inspection house construction of boundry wall under mainpur block, gariaband district

State Government

TRN :49022003 | 16 May, 2025

Tender Value : 64.19 Lacs

Ambikapur - Chhattisgarh

Tender for construction, testing and commissioning of r.c.c. elevated service reservoir of 02 nos 30kl 12m staging 03 nos 40kl 12m staging including providing and fixing of ci double flange pipe, double flange specials di double flange soft seated sluice valve including construction of suitable r.c.c. valve chamber. providing, laying, jointing, interconnection, testing and commissioning of 140 mm dia upvc class 6/10 kg/sqcm with suitable joints 50mm to 100 mm dia gi pipe, valve specials and all fittings including all allied civil works, supplying installation of energy efficiant five star bee rating isi marked required capacity single and three phase, 50 hz, 220v, deep well submersible pump stainless steel body, suitable for 4/6 tube well with contral panel starter suitable for submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, ss/nylon wire rope and connection cable including verification of tubewell yield electric connection from cseb, construction of boundry wall near oht providing 101 nos functional household tap connection(f.h.t.c) in individual households etc. complete with trial run operation maintanance for 06 months under retrofitting of piped water supply scheme under jal jeevan mission for village-deogarh, block- sitapur .district – surguja (c.g.). total length-1441 meter

State Government

TRN :49022007 | 16 May, 2025

Tender Value : 1.26 Crore

Ambikapur - Chhattisgarh

Tender for (2nd call) construction, testing and commissioning of r.c.c. elevated service reservoir of 01 nos 40kl 12m staging and remaining 100% work 01 nos oht 75%remaining work 01 nos 50kl 12m staging and remaining 65 % work g including providing and fixing of ci double flange pipe, double flange specials di double flange soft seated sluice valve including construction of suitable r.c.c. valve chamber. and gi steel structure of 1 nos 10k.l. 12m staging and 5 nos have remaining work.providing, laying, jointing, interconnection, testing and commissioning of 63 mm dia to 90 mm hdpe pe-100 , pn-6 pipe 90 mm dia to 110 mm dia upvc class 6/10 kg/sqcm with suitable joints 50mm to 100 mm dia gi pipe, valve specials and all fittings including all allied civil works, supplying installation of energy efficiant five star bee rating isi marked required capacity single and three phase, 50 hz, 220v, deep well submersible pump stainless steel body, suitable for 4/6 tube well with control panel starter suitable for submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, ss/nylon wire rope and connection cable including verification of tubewell yield electric connection from cseb, construction of rcc structure brick masonry 04 nos- brick masonry switch room of size 1.501.502.50 mtr and 01 nos switch room of size21.502.503.00 mtr construction of boundry wall near oht providing 172 functional household tap connection(f.h.t.c) in individual households, etc. complete with trial run operation maintanance for 06 months under piped water supply scheme under jal jeevan mission for village-sahanpur, block- sitapur.district – surguja (c.g.). total length- 1327 meter

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Tender for rewiring and replacement of old unsv led fitting and switch socket with connected accessories ceiling fan, exhaust fan, wall fans and electric and solar water heater of md and otm accn of mh, ncc and aps wing under ge kamptee.

Tender for renovation work of dhurwagadhi (ghurwagudi) inspection house construction of boundry wall under mainpur block, gariaband district

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