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Valley Gutter Repair Tenders

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Bid Submission Date Range
Tender Value

Corporations/Associations/Others

CTN :45041262 Due date: 07 May, 202607 May, 2026 21.75 Lacs
Tender For construction of cement concrete road and drain from shri gopal randhe house to khai river satti mandir anjangaon road nagar parishad akot

Corporations/Associations/Others

CTN :45046818 Due date: 08 May, 202608 May, 2026 45.06 Lacs
Tender For drain and concrete road construction work behind the 4th crossroad of siddappaji temple, gandhinagar, ward no. 28, zone office-07

State Government

CTN :45041203 Due date: 05 May, 202605 May, 2026 NA
Tender For construction of cement concrete closed drain

State Government

CTN :45040532 Due date: 07 May, 202607 May, 2026 36.58 Lacs
Tender For construction of concrete road and concrete drain at bommenahalli and brahmadevarahalli st colony in hassan taluk.

State Government

CTN :45040549 Due date: 07 May, 202607 May, 2026 12.18 Lacs
Tender For construction of concrete drain at brahmadevarahalli sc colony in hassan taluk.

State Government

CTN :44718643 Due date: 11 May, 202611 May, 2026 9.32 Lacs
Tender For corrigendum : widening of the drain from banwari lal sharmas house to tejajis platform in village budhadit under the mnrega scheme, and construction of a concrete/interlockig road on an annual rate contract - dk;z dk uke %& egkujsxk ;kstukurxzr xzke cw

corporations/Associations/Others

CTN :45034145 Due date: 20 May, 202620 May, 2026 43.16 Lacs
Tender For providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , 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 ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.

Central Government And Public Sector

CTN :45030143 Due date: 29 Apr, 202629 Apr, 2026 18.64 Lacs
Tender For construction work of pcc concrete drain and security wall from daresh ram's house to chaman mandal's house in ward no. 21 under sitamarhi municipal corporation area.

Central Government And Public Sector

CTN :45030144 Due date: 29 Apr, 202629 Apr, 2026 6.08 Lacs
Tender For construction work including chamber and concrete drain cover from punaura toran gate to the west wall of kamini marriage hall in ward no. 07 under sitamarhi municipal corporation area.

CTN :45044607 Due date: 11 May, 202611 May, 2026 20.25 Lacs
Tender For supply of surface preparation clean top surface of roof rcc slab using electric wire cup grinder to remove surface imperfections,surface crack repair cracks on top surface rcc slab wider than 1mm required to be cut and open in v groove manner,surface crack repair,rainwater outlets treatment hacking and chipping the surface around the rainwater drain outlet up to 25mm in depth,waterproofing application premix of two component high strength hybrid urethane elastomeric waterproofing coating using an electric double paddle mixer,prepare the joint by cleaning all loose material dust and debris substrate moisture must be less than 4 percent,screed repair in pockets as required remove loose and damaged concrete roof screed in pockets with mechanical cutter
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