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HomeTendersWater Resources Department TendersDrainage Tenders

29 Latest Drainage Tenders in Water Resources Department

Find the latest drainage tenders in water resources department for 2026 from government departments, corporations and state PSUs. Get tender details and bidding information.

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Organization: Water Resources Department

Live Drainage Tenders in Water Resources Department 2026

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1 |Bid Value:₹ 30.71 Cr. |EMD:₹ Refer Docs |06-10-2026 17 Days Left|T247 ID-104366148

construction of bituminous road, cross drainage works, road furniture, and protection works for rehabilitation & resettlement (r&r) colony at village mokhi, tehsil gogunda, district udaipur.

Udaipur, Rajasthan, India

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2 |Bid Value:₹ 30.71 Cr. |EMD:₹ 61.43 Lakh |06-10-2026 17 Days Left|T247 ID-104367574

rehabilitation and resettlement work - construction of bituminous road, cross drainage works, road furniture and protection works for rehabilitation and resettlement colony at village mokhi, tehsil gogunda, district udaipur.

Udaipur, Rajasthan, India

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3 |Bid Value:₹ 3.36 Cr. |EMD:₹ Refer Docs |21-09-2026 2 Days Left|T247 ID-104282430

drainage work for 03 nos

Bhubaneswar, Orissa, India

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4 |Bid Value:₹ 38.23 Lakh |EMD:₹ 39.00 K |24-09-2026 5 Days Left|T247 ID-104403297

tender notice 03/2026-27 - excavation of drains for conveyance of seepage water from the dam, construction of road bridges and cross-drainage structures over the drains for farmer access, and construction of drainage channels for draining water from agricultural fields of shahapur mi tank.

Washim, Maharashtra, India

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5 |Bid Value:₹ 19.79 Lakh |EMD:₹ 20.00 K |23-09-2026 4 Days Left|T247 ID-104370099

repairs to head regulator (hr) at river chainage (rd) 1670 m of wadegaon minor, high-level cross drainage work (hpc) at river chainage (rd) 1830 m and 1955 m on kurud distributary.

Chandrapur, Maharashtra, India

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6 |Bid Value:₹ 5.50 Lakh |EMD:₹ 5.50 K |01-10-2026 12 Days Left|T247 ID-104384392

special repairs to south main channel system drainage in keela tiruchendur village of thoothukudi district - special repairs

Tuticorin, Tamil Nadu, India

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7 |Bid Value:₹ 5.00 Lakh |EMD:₹ 5.00 K |01-10-2026 12 Days Left|T247 ID-104378507

special repairs to alangal drainage channel in perungulam village of eral taluk in thoothukudi district - special repairs

Tuticorin, Tamil Nadu, India

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8 |Bid Value:₹ 2.50 Lakh |EMD:₹ 2.50 K |01-10-2026 12 Days Left|T247 ID-104384391

special repairs to ammanpuram - nathaikulam drainage in south main channel system of thoothukudi district - special repairs

Tiruchendur, Tamil Nadu, India

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9 |Bid Value:₹ 1.24 Lakh |EMD:₹ 2.50 K |24-09-2026 5 Days Left|T247 ID-104402402

cleaning of water tank and drain situated at kosi colony behat darbhanga and other essential works

Darbhanga, Bihar, India

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10 |Bid Value:₹ Refer Docs |EMD:₹ 2.11 Lakh |25-09-2026 6 Days Left|T247 ID-104130876

corrigendum : estimate for repair and renovation work for office of executive engineer/ sas nagar drainage cum mines and geology ,wrd punjab.

Rupnagar, Punjab, India

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11 |Bid Value:₹ Refer Docs |EMD:₹ 1.50 Lakh |19-09-2026 Ending Today|T247 ID-104286713

construction of internal drains in the resettled village site at mauje nanore, district raigad.

Raigad, Maharashtra, India

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12 |Bid Value:₹ 10.60 Cr. |EMD:₹ 21.21 Lakh |Refer Docs|T247 ID-104009713

1. construction and restoration of permanent structures along the soraon distributary (from km 0.000 to km 35.300) under the control of irrigation division-i, prayagraj, in prayagraj district. 2. reconstruction of damaged bridges/culverts situated on the mariahu branch under the control of irrigation division-i, prayagraj, in prayagraj/pratapgarh districts. (hindi document)

Prayagraj, Uttar Pradesh, India

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13 |Bid Value:₹ 2.40 Cr. |EMD:₹ Refer Docs |28-09-2026 9 Days Left|T247 ID-104282500

resectioning d/s slope of right dyke, improvement to dam top d/s dwarf wall, longitudinal drain & transverse drain on dam slope, restoration to toe drain, improvement to right dyke dam top road, construction of diesel generator shed including colour washing to spillway, parapet, dwarf wall of derjang dam under dam protection and improvement work (dpiw).

Angul, Orissa, India

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14 |Bid Value:₹ 1.43 Cr. |EMD:₹ 2.87 Lakh |22-09-2026 3 Days Left|T247 ID-104090813

improvement to existing nallah/poi from mrs. pramila p. salgaonkar top mr. rajendra s. dabholkar field (internal bund) mr. atmaram v. govekar fields and others in survey no. 22/7, 26/2 and survey no. 22/8 in v.p. oxel in siolim constituency

North Goa, Goa, India

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15 |Bid Value:₹ 84.09 Lakh |EMD:₹ 84.10 K |28-09-2026 9 Days Left|T247 ID-104248908

improvement to right bank of kbc from rd 43.20 km. to 45.00 km. along with renovation of drainage syphon at rd 43.80 km. near village kanpur - road work

Cuttack, Orissa, India

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16 |Bid Value:₹ 33.59 Lakh |EMD:₹ 68.00 K |28-09-2026 9 Days Left|T247 ID-104434919

construction of box culvert at km. 6.545 of barari dy, providing and fixing kilometer, hactometer & boundary stone from km. 36.000 to 160.000 of agra canal, provision of pucca daula around bituminous road from km. 136.387 to 137.202 of agra canal.

Mathura, Uttar Pradesh, India

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17 |Bid Value:₹ 14.18 Lakh |EMD:₹ 28.37 K |21-09-2026 2 Days Left|T247 ID-103945345

corrigendum : improvement to the various existing nallahs in v.p. calangute in calangute constituency for the year 2026-27.

North Goa, Goa, India

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18 |Bid Value:₹ 14.06 Lakh |EMD:₹ 28.12 K |21-09-2026 2 Days Left|T247 ID-103945350

corrigendum : improvement and cleaning of existing nallah opposite to sandhya bar to obaldin house behind municipal market and near duler petrol pump in mapusa constituency.

North Goa, Goa, India

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19 |Bid Value:₹ 14.00 Lakh |EMD:₹ 28.01 K |23-09-2026 4 Days Left|T247 ID-104165193

improvement to the various existing nallahs in v.p. arpora-nagoa in calangute constituency for the year 2026-27.

North Goa, Goa, India

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20 |Bid Value:₹ 13.55 Lakh |EMD:₹ 27.10 K |21-09-2026 2 Days Left|T247 ID-103945353

corrigendum : improvement and cleaning of various nallahs in ward no. 1, 2, 3, 4, 5, 6 and 7 of v.p. parra in jurisdiction of calangute constituency.

North Goa, Goa, India

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21 |Bid Value:₹ 11.25 Lakh |EMD:₹ 22.51 K |25-09-2026 6 Days Left|T247 ID-104238531

corrigendum : rain water harvesting for g.p.s. pajimol, g.h.s. valkini colony no.2 ,g.p.s. valkini colony no.3 in sanguem taluka

South Goa, Goa, India

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22 |Bid Value:₹ 9.62 Lakh |EMD:₹ 19.24 K |23-09-2026 4 Days Left|T247 ID-104165196

reconstruction of existing culvert in sy. no. 425/12, 435/11, 525 in calapor village of st. cruz constituency.

North Goa, Goa, India

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23 |Bid Value:₹ 9.61 Lakh |EMD:₹ 19.30 K |21-09-2026 2 Days Left|T247 ID-104284706

renovation of anganbadi centre dhobhi tola and construction of civil works, septic tank, internal electrification, rain water harwesting and plumbing work.in block chandwa panchayat chandwa east. under dmft fund

Latehar, Jharkhand, India

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24 |Bid Value:₹ 8.45 Lakh |EMD:₹ 17.00 K |Refer Docs|T247 ID-104186664

1. manufacturing and providing ms-two way walve (61 koop) as per specification and boq, f.o.r at twd chandaisi (rate without gst)- awaiting financial approval. 2. manufacturing and providing ms-two way walve (87 koop) as per specification and boq, f.o.r at twd chandaisi (rate without gst). 3. providing and laying 80 mm thick m-30 grade cement concrete interlocking paver blocks at sdo -vth office connecting road and compound gunnor. as per boq including sand bedding, joint filling, cutting ,leveling and compaction,complete as per specification and instractions of engineer -in-charge. (rate without gst). 4. construction of interlocking pavers road & drains as per boq in block "a" (rate without gst). 5. construction of interlocking pavers road & drains as per boq in block "b" (rate without gst)

Sambhal, Uttar Pradesh, India

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25 |Bid Value:₹ 6.55 Lakh |EMD:₹ 13.10 K |19-09-2026 Ending Today|T247 ID-103891870

providing carriage, erection and testing at site of sanitary ware and fitting items & accessories at ashapur division office building (g + 1) as per boq including all the cost of material, labour, t&p required for the proper completion of work, providing carriage, erection, fitting and testing street light at ashapur division office building as per 900 including all the cost of material, labour, t&p required for the proper completion of work, providing carriage, erection, fitting and testing street light at banshi bazar, ghazipur as per boq including all the cost of material, labour, t&p required for the proper completion of work, construction of heavy vehicle parking by inter locking tiles at ashapur division office campus varanasi including all the cost of labour, t&p and material as per boq and drawing but excluding the cost of tmt bar, cement & bricks, (tmt bar bricks & certient will be provided by gepartment), construction of rain water harvesting arrangement at ashapur store varanasi as per drawing and 600 including all the cost of t&p labour, and material but excluding the cost of tmt bar, cement & bricks, (tmt bar bricks & cement wil be provided by department, pop, putty and painting of division office building ( overline omega + 1 ) at ashapur store varanasi, as per drawing and boq including all the cost of t&p labour and material. construction of two room block with tallet block building at ashapur store varanasi, as per drawing and boq including all the cost of t&p labour and material, material but excluding the cost of tmt llar, cement & bricks, (tmt bar bricks & cement will be provided by department)

Varanasi, Uttar Pradesh, India

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26 |Bid Value:₹ 5.48 Lakh |EMD:₹ 10.96 K |21-09-2026 2 Days Left|T247 ID-103945354

corrigendum : providing rain water harvesting scheme for government primary school at sau paul, taliegao and government primary school at bhatlem, chincholem, tiswadi goa.

North Goa, Goa, India

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27 |Bid Value:₹ 5.00 Lakh |EMD:₹ 5.00 K |01-10-2026 12 Days Left|T247 ID-104381756

special repairs to alangal drain from vasavappapuram to alikudi village and seithunganallur village in srivaikundam taluk of thoothukudi district - special repairs

Srivaikuntam, Tamil Nadu, India

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28 |Bid Value:₹ 4.70 Lakh |EMD:₹ 9.40 K |24-09-2026 5 Days Left|T247 ID-104202217

repair of generator room of aoda dam, c.d. on amc, pointing of waste weir, drain on d/s of masonary dam and earthwork on earthen dam.

Sheopur, Madhya Pradesh, India

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29 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |22-09-2026 3 Days Left|T247 ID-104332447

slope protection works 1). scaling of loose rock mass up to 200 mm thick and disposal at 3 km from the site as directed, including all material, labour, machinery. 2). design, supply and fixing rock fall protection / stabilization system comprising of eta certified hts cable nets / hts wire of cable diameter of minimum 6 mm twisted or straight with tensile strength of net minimum 220 kn/m, fixed by sufficient anchoring in rock as per design with arrangement of providing and fixing of boundary and intermediate support ropes 12 mm diameter of high tensile steel wire rope grade 1770 n/sq. mm with coating for corrosion resistance, 95% zn + 5% al (+/- 1%) as per en-10244-2-2009); secondary mesh having minimum tensile strength of 30 kn/m, with minimum mesh width not more than 90 mm including top & bottom support rope, lacing wire and rope required to connect the nets and all other accessories such as clamps, buckles, plates, thimbles including safety and all other ancillary works, material, machinery, labour. drilling of 75 mm to 100 mm dia. holes and providing, fixing 32 mm diameter of fe 500 surface steel nails/anchors of 8 m length and grouting the holes by cement grout with necessary admixtures at grid pattern of 2.00 m 2.00 m c/c including all material, machinery, labour, etc. complete; or equivalent or higher system along with detailed drawings & specifications. equivalent or higher system will be evaluated by iit. 3). design, supply and installation of high tensile steel wire mesh/drape system comprising of of eta certified hts cable net having minimum tensile strength of 100 kn/m of primary net with tensile strength of wire 1770 n/sq. mm with coating for corrosion resistance, 95% zn + 5% al (+/-1%) (min 250 gsm) as per en-10244-2-2009) with mesh width not more than 290 mm. secondary mesh having minimum tensile strength of 30 kn/m, with minimum mesh width not more than 90 mm and fixing minimum 10 mm diameter wire rope anchor having yield strength of 500 n/mm or equivalent of 3 m length and grouting holes by cement grout with necessary admixtures at top and bottom at pattern of 3.5 m to 4.0 m c/c including top and bottom support rope and all other accessories, material, machinery, labour, etc. complete; or equivalent or higher system along with detailed drawings & specifications. equivalent or higher system will be evaluated by iit. 4). supply and installation of 3d erosion control mat of pp/pet having minimum mass per unit area 400 gm / sqm along with a steel wire mesh having 95% zn + 5% al coating for slope protection. the composite shall have a minimum longitudinal tensile strength of 150 kn/m. lncluding all necessary accessories required for erosion control mats in place as per technical specifications attached and as directed by engineer in charge. 5). providing and application of hydraulically applied erosion control products by means of hydroseeding/ hydro mulching on the hill side and valley side slope surface for erosion control by means of vegetation including safety, all other ancillary works, material, machinery labour, etc; with all leads and lifts and as per detailed technical specifications and as directed by elc. 6). supply and installation of multi strand prestressed cable anchors with initial prestress load of minimum 1094 kn (with 6 nos. of 15.2 mm dia strands with breaking load per mono strand of minimum 260.7 kn) and drill hole dia of 150 mm with full length grouting in two phases, protective sheath for exposed part above the anchor head, centralizers, including all ancillary items for anchoring, grouting and stressing on the slope surface along with casing (if required) for drilling in collapsible strata as per detailed technical specifications and as directed by engineer-in-charge. 7). providing subsurface drain hole (horizontal / inclined) in the slope with perforated pvc pipe (lined with non woven geotextile) of 50 mm internal diameter by drilling and inserting the perforated pvc pipe as per the drawings etc. complete. 8). design, supply, pretensioning and installation of 2000 kilojoule rock fall barrier in horizontal plane for protection against vertical fall on carriageway. energy class: 2000 kj, wire diameter min.: 3 mm, ring diameter max.: 350 mm, rope diameter min.: 16 mm, barrier height min.: 5m, tensile strength: 1770 n/mm, etag 027 certification required, or equivalent/higher system along with detailed drawings and specifications. the equivalent or higher system will be evaluated by iit. 9). design, supply, pretensioning and installation of 2000 kilojoule rock fall barrier in horizontal plane for protection against vertical fall on carriageway. energy class: 2000 kj, wire diameter min.: 3 mm, ring diameter max.: 350 mm, rope diameter min.: 16 mm, barrier height min.: 6m, tensile strength: 1770 n/mm, etag 027 certification required, or equivalent/higher system along with detailed drawings and specifications. the equivalent or higher system will be evaluated by iit. 10). providing and fixing continuously threaded bars of diameter 32 mm, yield load more than 400 kn, hexagonal nut, washer plate 200 200 10 mm size, coupler for connecting bars and full length grouting with admixtures including all ancillary works for top / bottom / cortical anchoring including all ancillary material, machinery, labour, etc. complete as directed by engineer-in-charge. 11). supply and installation of self drilling anchors of 38 mm diameter, yield load minimum 400 kn, nut, washer plate, coupler for connecting bars, drill bit and full-length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by engineer-in-charge. 12). providing and fixing continuous threaded bars of 25 mm diameter, yield load more than 245 kn, hexagonal nut, washer plate 200 200 10 mm size, coupler for connecting bars, and full length grouted with admixture including all ancillary work for top/bottom/cortical anchoring including all ancillary material, machinery, labour etc. complete and as directed by engineer-in-charge. 13). providing, supplying and pouring of grout (1:1.5 cement mortar) including all cost of material, labour, t&p etc. complete in articulating block fabric form as mentioned in cl. no. 4 (above) using grout mix. the mix shall exhibit a minimum compressive strength of 20 n/sq.mm at 28 days when made and tested in accordance with is:516. the sand/cement ratio shall be determined by mix designs or as per the direction of engineer-in-charge etc. complete including all cost of labour , material and t&p etc. 14). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 150 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 15). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 200 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 16). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 250 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 17). supply and laying of fabric formed concrete (ffc) mattress of uniform section with minimum thickness of 75 mm with unilateral galvanized steel reinforcements excluding supply and pouring of fine aggregate concreteetc.complete. 18). supply and installation of end bearing anchors(type-anchor-2 mt capacity) and of minimum length 3m, made out of high tensile cables as per approved drawings or as per direction of engineer-in-charge @ c/c spacing 0.50 m etc. complete including all cost of labour, materialandt&petc. 19). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 5000kj capacity, 6m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of workasawhole. the equivalent or higher system will be evaluated by iit. 20). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 5000kj capacity, 7m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of workasawhole. the equivalent or higher system will be evaluated by iit. 21). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 8000kj capacity, 7m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of work as a whole. the equivalent or higher system will be evaluated by iit. 22). design, supply and installation of debris flow barrier with double mesh i.e high tensile wire mesh or high tensile roll cable net with posts having impact absorption energy of the system must be minimum of 100 kn/sqm in dynamic loading conditions and as per drawings, technical specifications and the direction of engineer-in-charge. material used for manufacturing the debris flow barrier should be equivalent to the material used in eta/etag certified mesh of high tensile steel not less than 1770n/mm2. (equivalent or higher system will be technically evaluated by iit) 23). design, supply and installation of debris flow barrier with double mesh i.e high tensile wire mesh or high tensile roll cable net with posts having impact absorption energy of the system must be minimum of 150 kn/sqm in dynamic loading conditions and as per drawings, technical specifications and the direction of engineer-in-charge. material used for manufacturing the debris flow barrier should be equivalent to the material used in eta/etag certified mesh of high tensile steel not less than 1770n/mm2. (equivalent or higher system will be technically evaluated by iit) 24). supplying, providing and laying of geosynthetic cementitious composite mat comprising a special blend of minerals encapsulated between a woven (100 grams/sqm) and two non-woven needle punched geotextiles (200 grams/sqm) having min mass per unit area 7600grams/sqm (+/-20%) before curing and 9100 grams/sqm (+/-20%)after curing as per en 14196, having nominal thickness of 9mm (+/-15%) as per en iso 9863, tensile strength of 22 kn/m (+/-15%) in machine direction & 25 kn/m (+/-15%) in cross machine direction as per en iso 10319 including safety, all other ancillary works, material, machinery, labour, etc. complete at easily accessible location including top and bottom, with all leads and lifts and as directed by engineer - in charge. (equivalent or higher system will be technically evaluated by iit) 25). supplying, laying and fixing in position of 10 mm thick geosynthetic cementatious composite mat, specified as per astm: d 8364 gccm type - iii specification. flexural strength (28 day) should be >4mpa and 28 days compressive strength as per astm d8329 should not be less 60 mpa. (equivalent or higher system will be technically evaluated by iit) 26). providing and installation of alert/warning system which include a compact and robust device for detecting rockfall events (deformations, impacts, failures, etc.) on single or multiple portions of protection systems and from different directions for the alert in rockfall measures, and suitable to be installed in severe environmental conditions (-40c to +60c) and works on batteries, applicable only for critical locations, along with fixing arrangement, data transmission and management system, all other ancillary works, material, machinery, labour, etc., with all leads and lifts and as directed by engineer-in-charge.

Thane, Maharashtra, India

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