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Bid Submission Date Range
Tender Value

CTN :45059929 Due date: 08 May, 202608 May, 2026 15.40 Lacs
Tender For work no-05 ward no. 01 work of filling drain and soil from sheetal prasad house near shantinagar ayodhya kuti to the houses of rajneesh gupta and anurag gupta.

CTN :45066940 Due date: 10 May, 202610 May, 2026 40.87 Lacs
Tender For work of digging soil, filling soil and laying gsb from cremation ground towards hoda bari.

CTN :45066950 Due date: 10 May, 202610 May, 2026 42.45 Lacs
Tender For work of digging soil, filling soil and laying gsb from paramahamsa ashram towards the fort wall.

Central Government / Public Sector

CTN :45050603 Due date: 25 May, 202625 May, 2026 NA
Tender For strengthening of ohe through stone pitching, soil filling with raising of muffs including associated ohe modification works in connection with safety in bza division.

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.

corporations/Associations/Others

CTN :45021663 Due date: 05 May, 202605 May, 2026 NA
Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, construction of granular sub-base by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at omc and compacting smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra

State Government

CTN :45005357 Due date: 27 Apr, 202627 Apr, 2026 48.92 Lacs
Tender For construction of boundary wall with painting , barbed wire and soil filling at newly purchase land gonudham, bhagalpur.

CTN :45009363 Due date: 04 May, 202604 May, 2026 9.06 Lacs
Tender For restoring of bhavanimata ground dadar by filling red hill soil in f south ward

Central Government And Public Sector

CTN :44760622 Due date: 08 May, 202608 May, 2026 3.17 Lacs
Tender For corrigendum : installation of obstacle training equipment at cisf unit tld iv ps - earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete.(a) depth of excavation not exceeding 1,500 mm, earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring., cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation- 1:3:6 proportion, ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant is codes(b) river bazree, m.s. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle,channel sections conforming to is: 226, is: 808 & sp (6)- 1964 connected to one another with bracket,gussets, cleats as per design, direction of engineerincharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding electrodes of approved make and brand conforming to is:814- 2004, haulage, hoisting and erection all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.i) for structural members of specified sections weighing less than 22.5 kg./m, (a) priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc, (a) painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (b) on steel or other metal surface :with other than higloss of approved quality-(iv) two coats (with any shade except white), filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)(b) do - by fine sand, supply and fixing of manila rope/ monkey rope., reinforcement for reinforced concrete work in all sorts of structures including distribution bars ,stirrups, binders etc. initial straightening and removal of loose rust ( if necessary), cutting to requisite length hooking and bending to correctshape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) for works in foundation,basement and upto roof of ground floor/upto 4m) (i)tor steel/mild steel iii. others manufacturers not specified

corporations/Associations/Others

CTN :44992830 Due date: 15 May, 202615 May, 2026 6.51 Lacs
Tender For supply of deluge valve of ict and laying of fire hydrant lin c c - laying of ms pipe 100 mm of hydrant system including cutting, and welding etc. and commissioning the line at 6 to 8 kg per cm2 , laying of ms pipe 200 mm of hydrant system including cutting, and welding etc. and commissioning the line at 6 to 8 kg per cm2 , making of ms bend, tee, and reducer including cutting welding work of following size pipes 100 mm dia. , making of ms bend, tee, and reducer including cutting welding work of following size pipes 200 mm dia. , fixing of ms bend, tee, and reducer of following sizes pipe. 100 mm dia. , fixing of ms bend, tee, and reducer of following sizes pipe. 200 mm dia. , fixing of ms flange on the hydrant system, pipe line by cutting , welding and grinding etc. of following dia size. 100mm dia. , fixing of ms flange on the hydrant system pipe line by cutting, welding and grinding etc. of following dia size 200mm dia. , dismantling of ci gate valve of following sizes with the help of nuts and bolts 100 mm dia. , dismantling of ci gate valve of following sizes with the help of nuts and bolts 150mm dia. , fixing of ci gate valve of following sizes with the help of nuts and bolts. 100 mm dia. , fixing of ci gate valve of following sizes with the help of nuts and bolts. 150mm dia. , dismantling of ms,ci,gi pipe line from the hydrant system by loosening of nuts and bolts by cutting and transportation of following sizes. 200mm dia. , fabrication of hydrant valve post of ms pipe dia. 80mm one mtrs. long and welding with ms flange 80mm dia. it should be painted with red oxide and finally with red paint. , fixing of hydrant post of 80mm pipe line of hydrant system with the help of nut and bolts , dismantling of rcc,cc metallic road for taking out the damaged pipe for replacement of pipe and filling the same up to proper level of the earth. , earth work by excavation of ordinary,mixed soil,mixed with bujari, bolders etc. , painting of 200,150 and 100mm dia. , making and fixing of pipe stand for supporting and clamping 150mm dia ms pipe , unloading,shifting,stacking of materials supplied by suppliers and laying in store , replacement of 65,80,100,150 nb size deluge valve or alarm valve of fire fighting system
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