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

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Government Departments

TRN :49026544 | 21 May, 2025

Tender Value : 10.83 Lacs

Agra - Uttar Pradesh

Tender for road improvement work by drain, interlocking on side track and c.c. from house no. 1 in hariparvat zone compartment number-62 shyam vihar to satsangi house via shri sudhir house.

corporations/Associations/Others

TRN :49026758 | 17 May, 2025

Tender Value : 29.66 Lacs

Bhubaneswar - Odisha

Tender for tender for construction of rcc drain with cover slab at dumuduma phase iii (south side) in ward no. 66

State Government

TRN :49027808 | 12 May, 2025

Tender Value : 1.00 Crore

Jaipur - Rajasthan

Tender for dpr consultancy for drainage work in prithviraj nagar (north), zone 7 and 12 area (area between boundary of kalwar road (north side), ajmer road (south side) 200ft bypass (east side) and proposed 200ft sector road boundary falling in zong 7 and 12

Government Departments

TRN :49028140 | 21 May, 2025

Tender Value : 8.47 Lacs

Agra - Uttar Pradesh

Tender for construction work of side track and drain through interlocking up to house no. 461 of jaipal singh in hariparvat zone compartment number-74 sector-16.

Government Departments

TRN :49028154 | 21 May, 2025

Tender Value : 8.24 Lacs

Agra - Uttar Pradesh

Tender for construction work of side track and drain through interlocking from jain saheb house to roop kishore house in hariparvat zone room no. 74, sector 16.

corporations/Associations/Others

TRN :49029477 | 15 May, 2025

Tender Value : 20.22 Lacs

Kanpur - Uttar Pradesh

Tender for construction of interlocking and u drain in vianyakpur d.k. katiyar to electronic shop cornar both side footpath patri kanpur nagar

Government Departments

TRN :49029525 | 21 May, 2025

Tender Value : 8.46 Lacs

Agra - Uttar Pradesh

Tender for work of installing interlocking on drain and side track on arya samaj road located in hariparvat zone room no. 79, new rajamandi colony.

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.

Government Departments

TRN :49005804 | 15 May, 2025

Tender Value : 39.99 Lacs

Vadodara - Gujarat

Tender for for carrying out miscellaneous civil works required for doing the erection works in connection with “civil, structural and underground piping works for interconnecting pipe rack for petrochemical and lube integration project “lupech” (j-18) under wp-4 at iocl gujarat refin ery, vadodara, gujarat”. ; 1.0 earth work in excavation by manual means for all kind of soil including all labour, materials, dressing of sides including disposal or stacking, leveling and neatly dressing as directed by engineer-in-charge of surplus excavated material within a lead of 200 m etc. including shoring/ strutting if required, all materials tools, tackles and labour all complete and as directed by owner/engineer-in-charge for following depth. 300 cum 503.67 151101.00 2.0 supply and laying of approved quality gsb-i grade material including transportation, loading, unloading and spreading in layer of 150mm thickness including watering, ramming and compacting with use of graderand vibro roller with proper grading and levelling in all complete as directed by engneer-incharge. no extra cost shall be payable by b and r on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises. 600 cum 1360.54 816324.00 3.0 providing and making of temporary barricading upto height of 10 ft) along with ipr-6 & ipr-7 to protect the lgp area & road no.35 existing pipe rack with necessary temporary supporting structures as per the directed by engineer in charge. all material supply are in contractors scope. 400 sqm 3161.00 1264400.00 4.0 making of approach road from refinery service road for hydra / crane / jlg movement by scarifing the slushy top layer of soil to a certain depth with require backfilling with good soil including proper grading and rolling with all material, labours, equipments etc. 1200 cum 297.08 356496.00 5.0 supply and laying of wet mix macadam (wmm) including transportation from source to site, spreading in layer of 150mm thickness including watering, ramming and compacting with use of graderand vibro roller of 10mt capacity with proper grading and levelling in all complete as directed by engneer-in-charge. 300 cum 1694.24 508272.00 6.0 carriage & disposal of scarped top layer of slushy soil from site location to anywhere outside refinery premises and obtaining the noc from local authority for disposing the same. 300 cum 304.03 91209.00 7.0 making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with tradional bricks at ipr erection site. (all material shall be supplied by the contractor at their cost). 1 nos. 19180.86 19180.86 8.0 making of temporary shed using gci sheet, pipe & clamps for ht bolt storage at ipr erection site. all material supply are in contractors scope. 200 sqm 2212.70 442540.00 9.0 making of hard stand using pcc concrete for crane support for structure erection work at various ipr location inside refinery premises. 92 cum 3809.52 350475.84

State Government

TRN :48981684 | 10 May, 2025

Tender Value : 3.02 Lacs

Bankura - West Bengal

Tender for construction of drain with cover at khejurbedia primary school boundary wall side to be extended few feet under khejurbedia mouza, jl no -41 under mankanali gram panchayat under 15th cfc tied fund 2025-26 fy activity code -109366378 fy 2025-26 s-1l construction of drain with cover at khejurbedia primary school boundary wall side to be extended few feet under khejurbedia mouza, jl no -41 under mankanali gram panchayat under 15th cfc tied fund 2025-26 fy activity code -109366378 fy 2025-26 sl-1

Related Searched Keywords : side drain

List of side-drain Tenders

Tender for road improvement work by drain, interlocking on side track and c.c. from house no. 1 in hariparvat zone compartment number-62 shyam vihar to satsangi house via shri sudhir house.

Tender for tender for construction of rcc drain with cover slab at dumuduma phase iii (south side) in ward no. 66

Tender for dpr consultancy for drainage work in prithviraj nagar (north), zone 7 and 12 area (area between boundary of kalwar road (north side), ajmer road (south side) 200ft bypass (east side) and proposed 200ft sector road boundary falling in zong 7 and 12

Tender for construction work of side track and drain through interlocking up to house no. 461 of jaipal singh in hariparvat zone compartment number-74 sector-16.

Tender for construction work of side track and drain through interlocking from jain saheb house to roop kishore house in hariparvat zone room no. 74, sector 16.

Tender for construction of interlocking and u drain in vianyakpur d.k. katiyar to electronic shop cornar both side footpath patri kanpur nagar

Tender for work of installing interlocking on drain and side track on arya samaj road located in hariparvat zone room no. 79, new rajamandi colony.

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