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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :45730911 Due date: 07 Jul, 202607 Jul, 2026 NA
Tender For supply of set of sanding arrangement for wap7/wag-9 locomotives consisting of 03 items in 3 nos. i) guard assembly as per drgno ngp/trs/4/25.065 rev-1, qty-01no. ii) adapter for sanding arrangement as per drg. no. ngp/trs/4/25.064 rev-1,qty-01 nos. iii) holder for sander pipe as per drg no. ngp/trs/4/25.089 rev.-2 qty-01 nos. [ warranty period: 30 months after the date of delivery ][quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: max 8 lacs ]]

CTN :45734673 Due date: 07 Jul, 202607 Jul, 2026 42.3 Thousand
Tender For annual plan-159/26 ammadam lift irrigation pipe line extension at paris- paralam gp-civil work-general civil work

CTN :45734677 Due date: 07 Jul, 202607 Jul, 2026 1.69 Lacs
Tender For general-pro no 353/26- chenam lift irrigation pipe line extension pond protection and maintenance- paralam gp-lift irrigation-general civil work

CTN :45722860 Due date: 06 Jul, 202606 Jul, 2026 3.62 Lacs
Tender For construction of rcc pipe culvert on irrigation canal near 9th ward sachivalayam aratithota of kavali municipality

State Government

CTN :45705811 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For providing gi pipes class b marked with is: 1239 in 3.05 m length, their threading and welding with flanges (heavy duty) on both sides, jointing with nuts and bolts ( w make), rubber gaskets , lowering into tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of engineer-in- charge. 4. 100 mm i/d ,providing and fixing cast iron detachable joints class-25 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complet ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-9 grade sands pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. note: e/w to be measured and paid separately. , providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths ductile iron (di) standard specials plain /flanged/ socketed confirming to is9523-2000 with rubber ring (epdm/sbr) joints such as tees, bends, tapers, caps etc. with in trenches in di pipe line complete including all material, labour, testing and commissioning along with pipe line as per technical specifications and as per direction of engineer. 1. up to 300mm dia,providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths cast iron (ci) standard specials plain /flanged/ socketed confirming to is13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per technical specifications and as per direction of engineer. 1. up to 300mm dia, sluice valves/ fire hydrants and fixtures providing and fixing c.i. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter class ,sluice valves/ fire hydrants and fixtures providing and fixing c.i. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 3.1. 150 mm diameter class i

State Government

CTN :45704840 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For providing gi pipes class b marked with is: 1239 in 3.05 m length, their threading and welding with flanges (heavy duty) on both sides, jointing with nuts and bolts ( w make), rubber gaskets , lowering into tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of engineer-in- charge. 3. 80 mm i/dq , providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 1. 80mm i/d cid joint ,providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint , providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 3. 150mm i/d cid joint ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-9 grade sands pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. note: e/w to be measured and paid separately ,earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. , demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) ,providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)

State Government

CTN :45704964 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cement concrete interlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-7 grade sands pipes as per is:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. , earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. ,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)

State Government

CTN :45707497 Due date: 06 Jul, 202606 Jul, 2026 6.80 Lacs
Tender For providing and laying of 150 mm dia ms flanged pipe on right side of hussangam irrigation khul at hussangam tulail

State Government

CTN :45714806 Due date: 06 Jul, 202606 Jul, 2026 34.15 Lacs
Tender For restoration work of ch. 1590 m road canal syphon, ch. 1780 m pipe syphon and ch. 1930 m pipe syphon of 5l minor and ch. 70 m canal fall and ch. 600 m canal fall of 6l minor of rbmc of wankhleshwar bhey irrigation scheme.ta. devgadh baria, dist- dahod.

State Government

CTN :45706667 Due date: 10 Jul, 202610 Jul, 2026 7.06 Lacs
Tender For installation of various instruments at lakhanka and hamirpara irrigation scheme - providing, supplying, installing, testing, and commissioning of a v-notch weir (mechanical flow measuring device) for measuring low flow seepage in dams. the device shall have a notch angle of 22.5°, 45°, 60°, or 90° depending on discharge range, a stainless steel ss-304 / ss-316 plate with thickness of 3–5 mm, and be suitable for measurement ranges of approximately 0–50 l/s depending on notch angle. the weir shall have ±1% full-scale reading accuracy, operate under 5–100% humidity, temperature −20°c to +60°c, and provide corrosion protection through anticorrosion finish. complete in all respects as directed by the engineer-in-charge. (1) 90° v-notch-20 x 40 secticin 15 lit/sec , providing, installing and commissioning permanent ground control point (gcp) settlemnt marker comprising ms base plate (250×250×5 mm conforming to is 2062), gi riser pipe 25 mm dia (medium class as per is 1239), sand filling (clean river sand, loose), optional pvc/gi outer casing (min 100 mm dia), precast concrete cover (m20, 500×500×50 mm with central hole), ms/gi reference cap, and painting in black & white checkerboard pattern using weather-resistant enamel paint, complete with excavation, installation, alignment, and all materials, labour, tools, and accessories, suitable for survey works using total station / drone survey, complete as per specifications and direction of engineer-in- charge. , providing & laying in position 'nominal mix' cement concrete using cement sand and crushed aggregate by machine mix incl. necessary formworks ,centering ,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift etc. c) concrete grade 1:2:4 and msa-40mm(graded)
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