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T247 ID-104127497 |Bid Value:₹ 2.97 Lakh |EMD:₹ 3.00 K |24-09-2026 5 Days Left

annual maintenance of wrd tanks and anicuts in thandrampet section for the year 2026-2027.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-104381766 |Bid Value:₹ 2.97 Lakh |EMD:₹ 3.00 K |01-10-2026 12 Days Left

special repairs to kurippankulam and chettiappankulam supply channel in kurippankulam village of eral taluk in thoothukudi district

Tuticorin, Tamil Nadu, India

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T247 ID-103989331 |Bid Value:₹ 2.97 Lakh |EMD:₹ 3.00 K |21-09-2026 2 Days Left

special repairs to pickup anicut upstream side and downstream side of nallampalli taluk in dharmapuri district

Dharmapuri, Tamil Nadu, India

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T247 ID-104020037 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |21-09-2026 2 Days Left

corrigendum : maintenance of the reservoir left side main canal from chainage 0.000 m to 5.340 km and the right side main canal from chainage 0.000 m to 5.940 km in kangayam taluk, tiruppur district.

Erode, Tamil Nadu, India

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T247 ID-103989172 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |22-09-2026 3 Days Left

special repairs to 15r dy canal at ls 1/414 km at kattampoondi village in tiruvannamalai taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-103989229 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |22-09-2026 3 Days Left

special repairs to damaged portion in main canal at l.s 3/400 km near edathanur village in thandrampet taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-103989317 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |22-09-2026 3 Days Left

special repairs to drop 1 at ls 0/117 km of 11r(b) 2l sdy canal at palaiyanur village in tiruvannamalai taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-103989337 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |22-09-2026 3 Days Left

special repairs to damaged portion in 2r dy channel in ls 1/500km at agarampallipattu village in thandrampet taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-103994987 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |22-09-2026 3 Days Left

special repairs to damaged portion in main canal in ls 24/500km at vanapuram village in thandrampet taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-104127509 |Bid Value:₹ 2.96 Lakh |EMD:₹ 3.00 K |24-09-2026 5 Days Left

annual maintenance of wrd tanks and anicuts in chengam section in the year 2026-2027

Tiruvannamalai, Tamil Nadu, India

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T247 ID-104199043 |Bid Value:₹ 2.95 Lakh |EMD:₹ 3.00 K |28-09-2026 9 Days Left

special repairs to udumalpet canal from l.s. 23.170 km to 23.500 km in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-103989140 |Bid Value:₹ 2.67 Lakh |EMD:₹ 2.70 K |22-09-2026 3 Days Left

special repairs to 11r(a) dy canal at ls 0/600 to 0/800 km at thalayampallam village in tiruvannamalai taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-103989321 |Bid Value:₹ 2.67 Lakh |EMD:₹ 2.70 K |22-09-2026 3 Days Left

special repairs to 15r dy canal at ls 0/000 km at kattampoondi village in tiruvannamalai taluk of tiruvannamalai district.

Tiruvannamalai, Tamil Nadu, India

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T247 ID-99472875 |Bid Value:₹ 2.50 Lakh |EMD:₹ 5.00 K |30-09-2026 11 Days Left

corrigendum : estimate for re lining lining of wc by laying ugpl bm of ol rd 99145 l of barnala disty village sanghera distt.barnala laying and jointing of rcc ugpl system and other allied works in construction of watercourse

Barnala, Punjab, India

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T247 ID-104381746 |Bid Value:₹ 2.50 Lakh |EMD:₹ 2.50 K |01-10-2026 12 Days Left

special repairs to supply channel from sluice no 3 in arumugamangalam tank in eral taluk of thoothukudi district - special repairs

Srivaikuntam, Tamil Nadu, India

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T247 ID-104204654 |Bid Value:₹ 1.96 Lakh |EMD:₹ 2.00 K |28-09-2026 9 Days Left

corrigendum : special repairs to udumalpet canal from ls. 21.850 km to 22.100 km in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104204765 |Bid Value:₹ 1.96 Lakh |EMD:₹ 2.00 K |28-09-2026 9 Days Left

corrigendum : special repairs to udumalpet canal from ls. 21.500 km to 21.750 km in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104329655 |Bid Value:₹ 1.96 Lakh |EMD:₹ 2.00 K |30-09-2026 11 Days Left

special repairs to canal from l.s.1.150 km to 1.350 km in high level canal in udumalpet taluk of tiruppur district.

Coimbatore, Tamil Nadu, India

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T247 ID-104199063 |Bid Value:₹ 1.78 Lakh |EMD:₹ 1.80 K |28-09-2026 9 Days Left

opening of turn sluices and closing of non-turn sluices during zone ii irrigation period in udumalpet canal 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-98838077 |Bid Value:₹ 1.50 Lakh |EMD:₹ 3.00 K |05-10-2026 16 Days Left

corrigendum : estimate for repair of water course of o/l rd 54200/tr of kotkapura disty of village thara and maur

Faridkot, Punjab, India

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T247 ID-98838079 |Bid Value:₹ 1.50 Lakh |EMD:₹ 3.00 K |05-10-2026 16 Days Left

corrigendum : estimate for repair of water course of o/l rd 3596/r of khara mr of village thara and maur and khara

Faridkot, Punjab, India

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T247 ID-98838086 |Bid Value:₹ 1.50 Lakh |EMD:₹ 3.00 K |05-10-2026 16 Days Left

corrigendum : estimate for repair of water course of o/l rd 50205/r of kotkapura disty of village thara

Faridkot, Punjab, India

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T247 ID-98838095 |Bid Value:₹ 1.50 Lakh |EMD:₹ 3.00 K |05-10-2026 16 Days Left

corrigendum : estimate for repair of water course of o/l rd 50227/r of kotkapura disty of village thara

Faridkot, Punjab, India

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T247 ID-97656503 |Bid Value:₹ Refer Docs |EMD:₹ 30.00 K |05-10-2026 16 Days Left

corrigendum : estimate for lining/relining of watercourses of o/l rd 9370/l of akhara disty by brick masonry of village akhara distt. ludhiana.

Faridkot, Punjab, India

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T247 ID-99891497 |Bid Value:₹ Refer Docs |EMD:₹ 26.00 K |22-09-2026 3 Days Left

corrigendum : repair of watercourse of outlet rd 79550-r of boha disty village boha distt. mansa

Mansa, Punjab, India

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T247 ID-100197489 |Bid Value:₹ Refer Docs |EMD:₹ 20.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by ugpl of outlet rd 29600-l of ladbanjara disty village smooran, dirba, karial distt. sangrur

Sangrur, Punjab, India

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T247 ID-100197490 |Bid Value:₹ Refer Docs |EMD:₹ 36.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by bm of outlet rd 912-l of mr. no-8 of boha disty village kashimpur chinna distt. mansa

Mansa, Punjab, India

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T247 ID-100197529 |Bid Value:₹ Refer Docs |EMD:₹ 50.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by ugpl of outlet rd 51690-r of biroke branch village jeetgarh, chak bhai ke, biro ke kalan distt. mansa

Mansa, Punjab, India

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T247 ID-100199671 |Bid Value:₹ Refer Docs |EMD:₹ 50.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by ugpl of outlet rd 2657-tr of mr. no-5 of kotra disty village ghorenab distt. sangrur

Sangrur, Punjab, India

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T247 ID-101346965 |Bid Value:₹ Refer Docs |EMD:₹ 40.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by ugpl of outlet rd 3315-r of mr. no-2 of sunamdistyvillage sangatpura, gidrani, fatehgarhdistt. sangrur

Sangrur, Punjab, India

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T247 ID-101346995 |Bid Value:₹ Refer Docs |EMD:₹ 30.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of wc by ugpl of outlet rd 13730tr extension1 of mr no 8 of bhawanigarhdisty village grachondistt sangrur

Sangrur, Punjab, India

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T247 ID-103570202 |Bid Value:₹ Refer Docs |EMD:₹ 70.00 K |22-09-2026 3 Days Left

corrigendum : relininglining of watercourse by brick masonary of outlet rd 8139l of ramgarhdisty village ramgarhchannalaloda distt patiala

Patiala, Punjab, India

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T247 ID-103570210 |Bid Value:₹ Refer Docs |EMD:₹ 64.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by brick masonary of outlet rd 6091r of new khadial mr village alampurdistt sangrur

Patiala, Punjab, India

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T247 ID-103570216 |Bid Value:₹ Refer Docs |EMD:₹ 83.63 K |22-09-2026 3 Days Left

corrigendum : lining of watercourse by of outlet rd 36820-l of ramgarhdisty. by laying of u/g pipeline of vill. bhuraj, distt. sangrur (2050m) (lehal division)

Patiala, Punjab, India

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T247 ID-103570236 |Bid Value:₹ Refer Docs |EMD:₹ 25.00 K |22-09-2026 3 Days Left

corrigendum : repair of watercourse of outlet rd 48550-l of biroke branch village bachouana distt. mansa

Patiala, Punjab, India

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T247 ID-103570267 |Bid Value:₹ Refer Docs |EMD:₹ 24.00 K |22-09-2026 3 Days Left

corrigendum : repair of watercourse of outlet rd 62160-l of bhudlada branch village bachouana distt. mansa

Patiala, Punjab, India

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T247 ID-103570270 |Bid Value:₹ Refer Docs |EMD:₹ 25.00 K |22-09-2026 3 Days Left

corrigendum : repair of watercourse of outlet rd 1440-l of bhudlada branch village bachouana distt. mansa

Patiala, Punjab, India

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T247 ID-103911845 |Bid Value:₹ Refer Docs |EMD:₹ 1.70 Lakh |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by brick masonary of outlet rd 7274tl of mr no4 villagesatikedistt mansa

Patiala, Punjab, India

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T247 ID-103911847 |Bid Value:₹ Refer Docs |EMD:₹ 48.00 K |22-09-2026 3 Days Left

corrigendum : relining and lining of watercourse by laying ugpl of outlet rd 18643r of biroke branch village satojdistt sangrur laying and jointing of rcc ugpl system and other allied works in construction of watercourse

Patiala, Punjab, India

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T247 ID-104186656 |Bid Value:₹ Refer Docs |EMD:₹ 29.00 K |Refer Docs

construction of stone lining and earth work with proper completion of work in main canal rach from 0.687 km to 0.862 km (length-175 meter) at ramraipur pump canal. (hindi document)

Mirzapur, Uttar Pradesh, India

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T247 ID-104218549 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |21-09-2026 2 Days Left

invited from original contractors having experience of cutting of top 500 mm thick rcc/ pcc/ masonry hump portion of spillway using diamond saw, plunge wire saw, core/ groove drilling for height rising work using godbole gate system of masoli medium project. taluka. gangakhed dist.

Parbhani, Maharashtra, India

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T247 ID-104332447 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |22-09-2026 3 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-104413758 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |21-09-2026 2 Days Left

estimate for balance work for reconstruction of fall-cumbridge at rd 2950 of kishanpura disty estimate for balance work for reconstruction of fall cum- bridge at rd 7500 of kishanpura disty boating site sidhwan branch rd 96965-100300 (operate boating facility) leasing out sidhwan bet rest house, village sidhwan bet, tehsil jagraon, ludhiana construction of open water course at rd 27225/l of dharmamkot disty laying of underground pipeline at outlet rd 72500/l sangatpura disty laying underground rcc pipeline for the water course of outlet rd 54000/r of 6-r distributary (labour component) construction/renovation of water courses at outlet rd 17250/l of 3-r disty laying of pipeline at 9750/r of 2-l. minor of zira part ii reconstruction of watercourse at rd 17350/l of 2-l sub minor of zira disty part ii laying of pipeline at rd 93000/r of 6-r disty laying of pipeline at rd 16750/tl of 1-l minor of 5-r disty laying of pipeline at rd 5237/r of daulatwah disty reconstruction of watercourse at rd 43095/l of illahiwah disty reconstruction of watercourse at rd 17350/l of 2-l sub minor of zira disty part i

Ludhiana, Punjab, India

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T247 ID-104437580 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |Refer Docs

construction of flood diversion channel for bagdha khaal and flood protection wall on kalisindh river at village kailashpura tehsil sangod and construction of flood diversion work phase-ii for seemaliya town tehsil digod district kota. (hindi image)

Kota, Rajasthan, India

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T247 ID-104457790 |Bid Value:₹ Refer Docs |EMD:₹ 1.29 Lakh |05-10-2026 16 Days Left

balance work for relining and lining of w/c by brick masonry of outlet rd 236400 l of ghaggar branch village chotian distt. sangrur

Patiala, Punjab, India

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T247 ID-104457805 |Bid Value:₹ Refer Docs |EMD:₹ 59.17 K |05-10-2026 16 Days Left

balance work for relining and lining of w/c by brick masonry of outlet rd 26000 r of aarkwas disty of village nangla, khokhar, arakwas

Patiala, Punjab, India

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T247 ID-104457808 |Bid Value:₹ Refer Docs |EMD:₹ 27.92 K |05-10-2026 16 Days Left

balance work for relining and lining of w/c by brick masonry of outlet rd 9100 tf of minor no. 3 of aarkwas disty of village gaga

Patiala, Punjab, India

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T247 ID-104473067 |Bid Value:₹ Refer Docs |EMD:₹ 4.30 K |05-10-2026 16 Days Left

civil works - maintaining the non system tanks, anicuts, river and supply channels under the control of irrigation section, natham for the year 2026-2027

Dindigul, Tamil Nadu, India

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T247 ID-104477339 |Bid Value:₹ Refer Docs |EMD:₹ 5.20 K |05-10-2026 16 Days Left

civil works - maintenance of suthagangai odai and 18th canal extension, including its supply channels and tank, under the jurisdiction of the irrigation section, bodinayakkanur, in bodinayakkanur taluk of theni district, for the year 2026-2027.

Theni, Tamil Nadu, India

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