Latest sealing work Tenders | Government sealing work Tenders

State Government

CTN :45082815

08 May, 2026 7.52 Lacs

Multi City - Telangana

Tender For o m jungle clearance and removal of deposited earth on l2 and l3 minor of dbm 40 distributary chennaraopet m warnagal district

CTN :45053865

12 May, 2026 25.00 Lacs

Sirohi - Rajasthan

Tender For cleaning and removal of earth, silt, sludge at various places in municipal council sirohi.

CTN :45068957

12 May, 2026 25.00 Lacs

Sirohi - Rajasthan

Tender For cleaning and removal of earth, silt, sludge at various places in municipal council sirohi.

State Government

CTN :45073315

15 May, 2026 9.64 Lacs

Idukki - Kerala

Tender For supply of labour for the work of clearing drains, vent ways of culverts and removal of slipped earth for the period from 01-04-2026 to 31-03-2027

Central Government/Public Sector

CTN :45076180

12 May, 2026 NA

Multi City - Chhattisgarh

Tender For scope of work (sow) as mentioned in tender and schedule of work( 49 )items as given below ,[1] dismantling of rcc, pcc & removal of de 25.000 m3,[2] disman,all brick wrk,upto thk127mm 10.000 m2,[3] scrpg off,old plaster 500.000 m2,[4] earth wrk,excav in trench etc,

Central Government/Public Sector

CTN :42424475

04 May, 2026 NA

Kendujhar - Odisha

Tender For bid to ras supply of flexible copper trailing cables d d - item 10 , item 20 , item 30 , item 40 , item 50 , item 60 cable,trg,atc,3.3kv gr,3.5cx50mm2,is9968 size & tvpe 3.5cx50 sq. mm 3.3 kv grade flexible atc conductor of class-s, epr le-3, insulated &black hofr nbr pvc type se-4 sheathed flexible trailing cable suitable for reeling/un-reeling operation. cable type- flexible, standard: is 9968(part 2) 2002 d.c. resistance at 20deg. c (ohms/km) power core max- 0.393 earth core max - 0.795. annealing test in %- (before stranding) 13.5 %. per sulphate test in g/m2- max. 5.00. conductor screeninq power core only material approx thickness mm - extruded semiconducting compound/ extruded semi conducting tape- 0.80. conductor material: annealed tinned copper, 6.6 klv grade, cable type: flexible, standard: is 9968(part 2) 2002 tests on insulation thickness (nom) mm core ldentification - power core-2.20 colour rpct red, yellow & blue for power cores & green for earth core tensile strength before ageing n/mm2- min.4.20 % variation after ageing (air oven)- max. +-30% % variation after ageing in (air-bb)- max. +- 30%. elongation before ageing in % - min.200% % variation after ageing (air oven)- max. +- 30% % variation after ageing in (air-bb)- max. +- 30%. hot set test hot set elongation- 175% permanent set 15%. lnsulation resistance constant (min.) m ohm km. at 27deg.c- min. 3670 at 90 deg.c-min 3.67. thick of lnner sheath min 2.00 mm. rein forcement- open braid of textile material physical test on outer sheath thickness (nom) / min mm- 3.50/ 2.60 colour black, over all diameter of cable mm- 52.00+-3.00. tensile strength ) /bid number : gem/2025/b/6811700 * /dated: 24-10-2025 & & / bid document 1 / 22 before ageing n/mm2 - min. 11.0 at 2oo elongation 4n/ sq. mm. % variation after ageing in (air-bb)-max. +- 50% elongation before ageing in %- min.250% % variation after ageing in (air-bb)- max. + 50%. hot set test hot set elongation- max.175% permanent set- max 15. oil resistance test variation in % in tensile strength- max. +-40% variation in % in elongation-max. +-40%. tear resistance in n/mm - min.5.0. flammability test period of burning after removal of flame- max. 60 sec. min unaffected portion from the lower edge of the top clamp - min 50 mm. test high voltage at room temp- 10 kv ac for 4 hours. water absorption test increase in capacitance 1 to 14 days max- 6% 7 to 14 days max- 2.5%., control trailing cable 12 c x 2.5 3 p x 1.5 (pair screened) 2 voltage grade 1.1 kv 3 reference standard generally confirming to is: 9968 (part- 1)1998 4 conductor a. material to is:8130/84 annealed tinned copper b. nominal area of cross section(sq. mm) i)-unscreened core (sq. mm.) 2.5 ii) - screened pair (sq. mm.) 1.5 c. flexibility class as per is:8130/84 class-5 d. maximum dc resistance of conductor at 20 deg. c i)-unscreened core (ohms/km) 8.21 ii)- screened pair (ohms/km) 13.7 5 insulation i) material epr type ie-2 to is:6380/84 ii) nominal thickness (mm) 1.0 6 two cores of 1.5 sq. mm. size twisted together to form a pair yes. 7 individual pair screening each pair of 1.5 sq. mm. size taped with rpct, screened with 0.2 mm nom dia of annealed tinned copper wires braid, taped with melinex tape. yes. 8 no of cores / pair i)-unscreened cores 12 ii)-screened pairs 3 9 identification of power cores by number printing on cores. 10 laying up (i) three screened pairs laid up together, taped with rubber proofed cotton tape to form group as "a" (ii) 12 unscreened control cores laid up together around group as "a" of screened pairs and taped with rubber proofed cotton tape applied with open spiral. 11 inner sheath a) material to is: 6380/84 hd hofr csp type se-4 b) minimum thickness (mm) 1.6 12 an open braid of nylon cord reinforced in between inner and outer sheath. yes. 13 outer sheath a) material to is: 6380/84 hd hofr csp type se-4 b) nominal thickness (mm) 2.5 14 nom. overall diameter of cable (mm) 33.0 tolerance on nom. overall dia

corporations/Associations/Others

CTN :45033657

20 May, 2026 35.17 Lacs

Jhansi - Uttar Pradesh

Tender For providing of m & r of 2x110 mw and 2x210 mw ash dykes at ptpp, parichha. - carriage of cmr/ash by mechanical transport including loading, unloading and stacking upto 5 km distance from power house area to ash ponds at ptpp parichha. payment to be made after deducting voids as per cpwd specfication or as decided by engineer in charge. , earth/ash work in excavation in earth over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed , placing of precast rcc planks in decantation well including its carrige and putting it into slott including all labour t&p etc. required for proper completion of work. , providing and laying empty cement plastic bags filling the same with ash having capacity of 50kg and stiching the same with sutali, laying with ash pond area as per instruction of engineer incharge. , engaging jcb/hydra machine on hire bases including hire fuel driver helper etc. complete. , dry stone pitching 22.5/30 cm thick including supply of stones and preparing surface filling from fly ash with watering & compection complete including carriage from coal handling area.(boulder free of cost from chd area in plant) , spreading of cmr/ash/earth by opening of stack including dressing watering compaction/ramming etc. complete for proper completion of work as per direction of engineer in charge of the work. payment to be made on compacted quantity. , 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 , brick work with fly ash bricks f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) , cement plaster (in fine sand) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) , 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) , formation of dyke/ roads using approved materials including the preparation of borrow area,stripping, watering of borrow area, excavation of approved quality of material from borrow area,using poclains or any other mechanical means,loading, unloading, transporting by dumpers,trucks etc., surface watering / dewatering,lowering of water level to at least 0.5 m belowthe bottom of the working level, includingconstruction of cofferdams wherever required,depositing the fill material on the dyke,spreading by dozers or grader in layers notexceeding 30 cm in compacted thickness forforming the embankment with all leads, lifts,breaking clods, watering, compaction with min. 10tone capacity vibratory rollers or pneumatictyred rollers to achieve a dry density not lessthan 95% of maximum dry density (standardproctor) forming extra width on edges, trimmingof slopes and slope compaction with dozers orslope compactors to obtain the section as perconstruction drawings, with all incidental charges, cost of labour, equipment, materialsetc. complete as per specifications, drawings and as directed by the engineer. with ash available from inside ash dyke area , structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. , same as above item but steel shall be issued by department free of cost ( steel issued by department) , steel reinforcement for r.c.c. work including straightening, cutting, bendin g, placing in position and binding all complete for thermo-mechanically treated bars

corporations/Associations/Others

CTN :45034145

20 May, 2026 43.16 Lacs

Jhansi - Uttar Pradesh

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.

State Government

CTN :45041453

15 May, 2026 4.18 Lacs

Balaghat - Madhya Pradesh

Tender For site clearance and removal of deposited earth canal bed of l.b.c. main canal of jamuniya tank ch. 195.00 to 450.00

CTN :45042190

13 May, 2026 16.91 Lacs

Tumkur - Karnataka

Tender For removal of slipped earth and jungle clearance from ch-0.00 m to ch-3000.00 m of main feeder canal and removal of slipped earth deposited in cds coming under main feeder canal and ch-0 m to ch-1450 m of hbc-1 under chikkanayakanahalli dwss of hemavathi project for the year 2026-27

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