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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :43268509 Due date: 09 Jan, 202609 Jan, 2026 NA
Tender For -custom bid for services - tender for attending fire water, raw water and other ug line leakages at mrpl aromatic complex as per boq (bidder has to quote lumpsum price higher or lower than the sor value excluding gst as per boq).-1 1050799 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 0 to 1.5 m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, . all complete as per standard specifications and diretction of engineer incharge, 2 1050800 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 1.5m to 3.0m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, etc. all complete as per standard specifications and diretction of engineer incharge, 3 1050801 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 3.0m to 4.5m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, etc. all complete as per standard specifications and diretction of engineer incharge. 4 1050802 backfilling and compacting the soil in layers of 300mm after execution of the work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 2.00km, including re- excavating the deposited soil excavated earlier, breaking clods, loading, transportation, unloading, spreading to required level, watering, rolling and ramming by manual methods/ mechanical compactors, dressing, trimming etc. with all tools & tackles, machinaries, labour etc complete as per standard specifications and diretction of engineer incharge. 5 1050803 transporting & disposal of the surplus earth and excavated material including shrubs and vegetations from construction area to maximum lead of 2.0 km including reexcavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, leveling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes all complete as per standard specifications and diretction of engineer incharge.(the work volume of surplus material shall be measured as the difference of volume of excavation & the volume of back filling.), 6 1050804 pumping out water including dewatering the water mixed with muck/sludge etc from the trenches, ponds and other miscellaneous areas including supply and installation of dewatering pumps by contractor with all labour, hoses, consumables fuel etc.complete as per the directions of engineer incha

State Government

CTN :43251079 Due date: 09 Jan, 202609 Jan, 2026 18.80 Lacs
Tender For removal of old tarfelt and grading work of roof slab and inside plaster of parapet of 102 super c quarters at stps, sarni.

State Government

CTN :43257042 Due date: 01 Jan, 202601 Jan, 2026 4.96 Lacs
Tender For roof grading work in 12 blocks from block no. 01 to 12 in 96 residential block

corporations/Associations/Others

CTN :42485358 Due date: 24 Dec, 202524 Dec, 2025 55.80 Lacs
Tender For corrigendum : supply of digital radiography system type c (qty:10) - digital radiography system 50kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the

corporations/Associations/Others

CTN :42485371 Due date: 24 Dec, 202524 Dec, 2025 75.33 Lacs
Tender For corrigendum : supply of digital radiography system type b (qty:10) - digital radiography system 80kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the

CTN :42675132 Due date: 09 Jan, 202609 Jan, 2026 3.06 Crore
Tender For corrigendum : removal of mill rejection coal dust debris earth etc and disposal of stone boulders and assorted refuses at btps - removal of mill rejection, coal dust, debris, earth etc. and disposal of stone boulders & assorted refuses at btps

CTN :42998990 Due date: 30 Dec, 202530 Dec, 2025 1.07 Crore
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, 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 as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, 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 (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved

corporations/Associations/Others

CTN :43103278 Due date: 29 Dec, 202529 Dec, 2025 6.27 Crore
Tender For carryout excavation and rebound hammer test non destructive test on concrete foundations and dismantle and recasting of foundations and cable trench for the work of construction of compound wall, area grading work, 220kv control room building, equipment and structural foundations, cable trench, store room building, material stacking platform, asphalt road and miscellaneous civil works at 220kv patkhilori ss, ta. gondal, dist. rajkot under gondal circle risk amd cost
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