Latest Driver Tenders In Water Resources Department 2026

T247 ID-104332408 |Bid Value:₹ 22.56 Lakh |EMD:₹ 22.60 K |22-09-2026 2 Days Left

e-tender notice no. 11 for 2026-27 - providing services of lmv drivers 28 nos. and helpers 06 nos. on contract basis by outsourcing agency for the period of 2 months for government inspection vehicles used in mantralay wrd) at mechanical stores sub division, mumbai for the year 2026-27.

Thane, Maharashtra, India

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T247 ID-104422284 |Bid Value:₹ 3.28 Lakh |EMD:₹ 3.30 K |25-09-2026 5 Days Left

regarding the engagement of a driver through an external agency for the inspection vehicle (mahindra bolero mh-27, reg. no. du 5538) attached to the sub-divisional engineer, erection and repair sub-division no. 3.

Yavatmal, Maharashtra, India

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T247 ID-104441237 |Bid Value:₹ 44.86 Lakh |EMD:₹ 44.90 K |25-09-2026 5 Days Left

notice no. 16 for 2026-27 - dismantling and repairs and strengthening of roller type emergency gate of size 2.44 m x 2.44 m - 02 no., guide brackets with support frame of screw stem hoist - 02 no. with material, transportation, sundry, and labour charges at gangapur dam, taluka: district nasik.

Nashik, Maharashtra, India

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T247 ID-104018052 |Bid Value:₹ 31.69 Lakh |EMD:₹ 63.39 K |22-09-2026 2 Days Left

corrigendum : estimate for clearing jungle sarkanda and berm from inner side slopes of bikaner canal from rd 180000 and 270730

Firozpur, Punjab, India

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T247 ID-104329934 |Bid Value:₹ 25.34 Lakh |EMD:₹ 25.34 K |22-09-2026 2 Days Left

providing man power services for collection of hydrometeorological field observation data.(under hp sub division, nashik) for the period from 01/06/2026 to 31/05/2027

Nashik, Maharashtra, India

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T247 ID-104341153 |Bid Value:₹ 22.46 Lakh |EMD:₹ 22.50 K |23-09-2026 3 Days Left

repairs to escape gates/cr/hr of various sizes (1.2 m x 1.8 m, 1.2 m x 1.2 m , 0.6 m x 0.9 m) at ujjani left bank canal from 0 to 75 km which includes material, labour, workshop charges, sundry charges, handling charges, transportation etc. all com - repairs to escape gates at ujjani left bank canal

Pune, Maharashtra, India

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T247 ID-104403391 |Bid Value:₹ 18.42 Lakh |EMD:₹ 18.50 K |25-09-2026 5 Days Left

providing services of helper for cleaning yantriki bhavan and dapodi workshop and pump operator for twelve months under steel sub division, dapodi, pune - 12

Pune, Maharashtra, India

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T247 ID-104329997 |Bid Value:₹ 16.89 Lakh |EMD:₹ 16.89 K |22-09-2026 2 Days Left

providing manpower services for collection of hydrometeorological field observation data (under hp sub division, newasa)for the period from 01/06/2026 to 31/05/2027

Ahmednagar, Maharashtra, India

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T247 ID-104329968 |Bid Value:₹ 16.69 Lakh |EMD:₹ 16.70 K |22-09-2026 2 Days Left

providing watchman for security and other cleaning purposes at lower chulband project, taluka sakoli, district bhandara.

Gondia, Maharashtra, India

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T247 ID-104348549 |Bid Value:₹ 8.43 Lakh |EMD:₹ Refer Docs |22-09-2026 2 Days Left

provision of manpower for security guard services and canal irrigation management for the year 2026-27 at the kukadi construction sub-division office, karmala (headquarters: vit), essential repairs to direct outlets and canal lining between km 4 and km 10 of the chilvadi branch canal to arrest leakage, arrangement of vehicle parking facilities and allied works within the kukadi construction sub-division colony premises at kuldharan.

Ahilyanagar, Maharashtra, India

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T247 ID-104186654 |Bid Value:₹ 8.35 Lakh |EMD:₹ 17.00 K |21-09-2026 1 Day Left

work involving vegetation clearance and bank formation (dola making) on the right bhola distributary from km 0.000 to km 3.750, and repair of the damaged right bank at various reaches between km 2.350 and km 3.750.work involving vegetation clearance and bank formation (dola making) on the right bhola distributary from km 6.150 to km 10.500, and repair of the damaged right bank at various reaches between km 6.150 and km 6.800.false ceiling and other works in the office of the executive engineer, meerut division, ganga canal, meerut.false ceiling and other works in the office of the superintending engineer, first circle (irrigation works), meerut.repair of the damaged left bank/track of mau minor from km 0.000 to km 2.000.repair of the damaged left bank/track of agheda minor from km 0.800 to km 4.400.

Meerut, Uttar Pradesh, India

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T247 ID-104396935 |Bid Value:₹ 8.11 Lakh |EMD:₹ 17.00 K |30-09-2026 10 Days Left

construction of front (south) boundary wall with 1" class bricks including all material, labour & t&p at meudi site, construction of west boundary wall with 1 class bricks including all material labour & t&p at meudi site, construction of north boundary wall (0-100 mtr) from west boundary with 1st class bricks including all material labour & t&p at meudi site, construction of north boundary wall (101-153.5 mtr) from west boundary & east boundary wall (0-25 mtr) from north boundary with 1 class bricks of including all material labour & t&p at meudi site, construction of east boundary wall (26-125 mtr) from north with 1 class bricks including all material labour & t&p at meudi site, plaster & painting of boundary wall including all material labour & t&p at meudi site, construction of guard room & development of compound laying khadanja with 1th class bricks including all material, labour & t&p at meudi site.

Mau, Uttar Pradesh, India

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T247 ID-104258091 |Bid Value:₹ 8.11 Lakh |EMD:₹ 16.22 K |22-09-2026 2 Days Left

removal of soil, silt, grass, and vegetation from the mechanical components of the unkeshwar high-level barrage (taluka kinwat, district nanded) which were fabricated and stored during 201213 followed by handling (using cranes and manual labor), detailed measurement, marking, stacking, and organized arrangement of these components.

Nanded, Maharashtra, India

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T247 ID-104039103 |Bid Value:₹ 6.06 Lakh |EMD:₹ 12.20 K |Refer Docs

installation of 2 hp submersible motor pump sets, jungle clearance, and fencing on the boundary wall under the executive engineer, minor irrigation division, muzaffarpur.

Muzaffarpur, Bihar, India

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T247 ID-104332285 |Bid Value:₹ 4.96 Lakh |EMD:₹ 5.00 K |30-09-2026 10 Days Left

clearing the jungle, removal of fallen earth, debris and repairs in the supply channels, tank bund, field irrigation channels of ottukulam tank in dhali channel system of vadaboothinatham village in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104289940 |Bid Value:₹ 4.01 Lakh |EMD:₹ Refer Docs |21-09-2026 1 Day Left

seasonal labour for irrigation work in canal ol-50, mr-51 & clmc for period 15 july to 15 october 2026.

Ghatsila, Jharkhand, India

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T247 ID-104375363 |Bid Value:₹ 4.01 Lakh |EMD:₹ 8.10 K |21-09-2026 1 Day Left

seasonal labour for irrigation work in canal ol-50, mr-51 and clmc for period 15 july to 15 october 2026.

Singhbhum, Jharkhand, India

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T247 ID-104244101 |Bid Value:₹ 3.76 Lakh |EMD:₹ 3.80 K |29-09-2026 9 Days Left

clearing of jungle growth, removal of fallen earth and debris from 0 m to 1300 m of toe drain and repairing its inspection track in the downstream toe of thirumurthi dam, udumalpet taluk, tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104236930 |Bid Value:₹ 3.56 Lakh |EMD:₹ 3.60 K |29-09-2026 9 Days Left

clearing the jungle, removal of fallen earth , debris from 1320 m to 2600 m of toe drain and repairing its inspection track in downstream toe of thirumurthi dam in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104381750 |Bid Value:₹ 3.00 Lakh |EMD:₹ 3.00 K |01-10-2026 11 Days Left

special repairs to removal of jungle from sluice no 3 to 6 in the korampallam tank bund of ottapidaram taluk in thoothukudi district - special repairs

Kovilpatti, Tamil Nadu, India

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T247 ID-104199032 |Bid Value:₹ 1.87 Lakh |EMD:₹ 1.90 K |28-09-2026 8 Days Left

opening of turn sluices and closing of non-turn sluices during zone iii irrigation period in udumalpet canal and its distributaries from l.s. 0.000 km and 23.170 km during the year 2026-2027.

Coimbatore, Tamil Nadu, India

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T247 ID-104255090 |Bid Value:₹ Refer Docs |EMD:₹ 10.00 K |28-09-2026 8 Days Left

flood management by engaging technical persons and labourers to keep watch round the clock during monsoon period from june 2026 to january 2027 at periyar dam.

Idukki, Kerala, India

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T247 ID-104255094 |Bid Value:₹ Refer Docs |EMD:₹ 3.50 K |28-09-2026 8 Days Left

clearing jungle around camp colony at thekkady.

Idukki, Kerala, India

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T247 ID-104332447 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |22-09-2026 2 Days Left

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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T247 ID-104335186 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |Refer Docs

services of qualified computer operators, along with desktop, multifunction printer and other essential equipment, for this office under the water resources department, madhya pradesh, on a monthly rate for three years. (hindi image)

Shivpuri, Madhya Pradesh, India

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T247 ID-104337901 |Bid Value:₹ Refer Docs |EMD:₹ 25.20 K |22-09-2026 2 Days Left

providing skilled pump operator cum electrician and unskilled helper for operation and petty maintenance of pumps with allied electro-mechanical equipments, comprising inspection, testing, checking, periodic maintenance, and petty repair of equipments 3a, 3b, 4, 5.

Sangli, Maharashtra, India

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T247 ID-104404203 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |30-09-2026 10 Days Left

empanelment of members for independent panel of experts (ipoe) to conduct comprehensive dam safety evaluation (cdse) of specified dams under wrd jharkhand. the ipoe shall consist of 8 (eight) domain experts, including: 1. member - dam safety expert, 2. member - design expert, 3. member - construction supervision expert, 4. member geologist, 5. member hydrologist, 6. member - hydro mechanical expert, 7. member - instrumentation expert, 8. member - seismic expert.

Ranchi, Jharkhand, India

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Latest Driver Tenders in Water Resources Department

27 Live Driver Tenders in Water Resources Department 2026

Thane, Maharashtra, India

Yavatmal, Maharashtra, India

Nashik, Maharashtra, India

Firozpur, Punjab, India

Nashik, Maharashtra, India

Pune, Maharashtra, India

Pune, Maharashtra, India

Ahmednagar, Maharashtra, India

Gondia, Maharashtra, India

Ahilyanagar, Maharashtra, India

Meerut, Uttar Pradesh, India

Mau, Uttar Pradesh, India

Nanded, Maharashtra, India

Muzaffarpur, Bihar, India

Coimbatore, Tamil Nadu, India

Ghatsila, Jharkhand, India

Singhbhum, Jharkhand, India

Coimbatore, Tamil Nadu, India

Coimbatore, Tamil Nadu, India

Kovilpatti, Tamil Nadu, India

Coimbatore, Tamil Nadu, India

Idukki, Kerala, India

Idukki, Kerala, India

Thane, Maharashtra, India

Shivpuri, Madhya Pradesh, India

Sangli, Maharashtra, India

Ranchi, Jharkhand, India