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State Government

CTN :41124889 Due date: 30 Jul, 202530 Jul, 2025 15.99 Lacs
Tender For procurement of new spare parts for jacobsen machinery (turf cat, f-305, tr320, sand star-2) at jammu tawi golf course, sidhra for the f.y. 2025-26

CTN :41099095 Due date: 31 Jul, 202531 Jul, 2025 1.50 Crore
Tender For name of work : supply of construction material, sanatery items, electric items and hire charges of equipments-- , ghadla/kankar/jhajhra, , mud masala, , lime from kali kiln for lime masonry work, , cement, , ppc, , , , , , white cement, , fine aggregate, , sand/gravel, , gravel local, , rakhi (fly ash), , surkhi, , stone dust (in masonry work), , ballast stone/brick (for other than road work), , 40mm measuring stone (hand broken grit) (cut voids 1/11), , 40mm print of stone (broken by crusher) (cut out voids 1/11), , 20mm print of stone (broken by crusher) 12/10/6mm print of stone (broken by crusher), , hui), , brick ballast, , material for road work (including 5 km lead), , 63-40mm crushed stone aggregate (cut voids 1/11), , 63-40mm hand broken stone aggregate (cut voids 1/11), , 90-45mm. hand broken stone rod (cut voids 1/11), , quarry rubbish (cut voids 1/6), , gravel (cut voids 1/6), , conker (voids cart 1/6), , binding material (pi 4-6) (cut voids 1/6), , brick (22.5 x 11 x 7.50 cm), , first class, , ii class, , soiling / khareja / masonry stone, , chinrai beradda (rr), , masonry course (cr), , kharanja ceiling (for floor work upto 15cm height), , kharanja ceiling (23cm height for road/kharanja work), , jodhpuri type stone strips / arches / planks (length 2-3', width 10-12", thickness 2.5-3.5"), , flaky material (3-4" thick & length and width 1-2"), , sandscan (dpc, siii, coping, lintel, tand, almirha etc), , up to 25mm thickness, , up to 25-40mm thickness, , upto 40-50mm thickness, , up to 50-75mm thickness, , upto 75-100mm thickness, , upto 100-150mm thickness, , flooring / patti patan katla stone, , floor planks upto 35mm thick, min. 3 sqft or more area, , katla for strip paving 60-75mm thickness, min. 3 sqft or more area, , unpolished rough kota stone, , up to 1 900 sq.cm, , 2 901 to 2300 sq.cm, , 3 more than 2300 sq.cm, , polished kota stone (one side polished), , upto 900 sq.cm, , , , 901 to 2300 sq. cm, , , , more than 2300 sq.cm, , marble stone (makrana adanga 20mm thick), , up to 1 900 sq.cm, , , , 901 to 2300 sq. cm, , , , more than 2300 sq.cm, , marble chips, , marble powder, , marble stone (rajnagar ii quality/local 20mm thick), , up to 1 900 sq.cm, , 2 901 to 2300 sq.cm, , 3 more than 2300 sq.cm, , stone frame, , single petam size 100 x 75 mm., , double patam size 125 x 75 mm., , stone slab, , up to 1.5 m length, minimum, , 40mm thick, , 1.5 m to 2.40 m length, minimum, , 50mm thick, , 2.4 m to 3.0 m length, minimum, , 65mm thick, , above 3.0 m length, minimum, , 75mm thick, , precast tiles/blocks, , glazed size-30x45 cm, , mosaic size-40mm thick, , vitrifled size-60x60 cm, , interlock tiles/brick/block for road, , work, , cement interlocking block m-30qrade, 60mm thick, , cement interlocking block m-30grade, 80mm thick, , cement interlocking block m-30grade, 100mm thick, , fr pvc insulated copper conductor single core cable isi marked, , 1.50 sq mm, , 2.50 sq mm, , 0.50 sq mm, , 1.00 sq mm, , 4.00 sq mm, , 6.00 sq mm, , local wood with fittings (for doors, windows and furniture), , mango, , acacia, , other, , factory made liquids (30mm thick, solid core single ply), , structural steel, , iron (tor steel fe 415/500 for reinforcement), , winding wire 18 gauge, , iron guard, , e, , prohibit, , #name?, , 5, , barbed iron wire(size 12 guage wire and 12 guage strad/12 guage f wire and 14 guage strad/14 guage, , forged, , 1 iron mesh (24 gauge, 14 mesh), , 2, , summit concrete lattice sky underworld 40mm, , fat, , glass, , , , , , , , , , , , 3mm thick glass, , color paint, , inamil paint, , distemper (water bound), , lime for whitewashing(aaras/kali), , primer (for iron / wood), , petroleum products, , , , diesel hsd, , , , mobil oil, , vidman shalitex board (25 mm thick), , , , plain sheet, , gi sheet 22 gauge (0.80 mm), , , , gi sheet 24 gauge (0.63 mm), , , , m.s. sheet 22 gunj (0.80 mm), , , , , , , , m.s. sheet 24 gauge (0.63mm), , corrugated sheet, , gi sheet 1mm thick, , 20mm diameter, , junkyan box, ,

CTN :41067144 Due date: 22 Jul, 202522 Jul, 2025 8.85 Crore
Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the fu

CTN :41082914 Due date: 22 Jul, 202522 Jul, 2025 4.44 Crore
Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre

State Government

CTN :40949789 Due date: 19 Jul, 202519 Jul, 2025 16.28 Lacs
Tender For supply of coarse sand at dda golf course dwarka sector-24

corporations/Associations/Others

CTN :41052702 Due date: 05 Aug, 202505 Aug, 2025 50.00 Lacs
Tender For annual maintenance work for pwd branch with material & labours work year 2025-26 - box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 m., demolition of brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.ii in cement mortar., dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift., demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. i r.c.c. work, excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to 50 meter lead a for loose or soft soil, filling available excavated 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, filling in foundation and plinth with murrum or selected soil in layers of 20 cm thickness including watering, ramming and consolidating etc. complete., providing and laying compacted w.b.m. 100 mm. thick of grading i b.t. metal of size 45 mm to 90 mm in two layers including using 22 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying compacted w.b.m. 150 mm. thick of grading ii b.t. metal of size 45 mm to 63 mm in two layers including using 13 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying cement concrete 1gem3gem6 1 cement gem 3- coarse sand gem6- hand broken stone aggregate 40 mm. nominal size and curing complete excluding cost of form work in gema foundation and plinth, providing and casting in situ controlled cement concrete m-200 for average 100 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete, providing and laying cement concrete 1gem3gem6 1- cement gem 3- coarse sand gem 6- crushed stone aggregates 20 mm nominal size and curing complete including cost of formwork in a wall caps per coping, providing laying controlled cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in gem rcc lintels, providing laying controlled cement concrete m-250 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in gem rcc slabs and landings, providing and casting in situ ordinary cement concrete m-200 forkerbsperkerb blocks including formwork, curing and finishing complete., providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level, white stone bela masonry block in course in foundation, plinth and super structure with stone of approved quality in cement mortar 1gem5 1cement gem 5 course sand including racking the joints etc. complete., white stone bela masonry work in partition walls up to 15 cm thickness in cement mortar 1 gem 4 course sand, providing 10 mm thick cement plaster in single coat on ceiling and soffit of stair for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry for plastering on ceiling and soffits of stairs up to floor two level instead of plastering on walls. ii cement mortar 1gem4 1 cement gem 4 sand, providing 15 mm thick cement plaster in single coat on fair side brickperconcrete walls for interior plastering up to floor two level and finished even and smooth including fini

CTN :41037857 Due date: 22 Jul, 202522 Jul, 2025 9.18 Crore
Tender For mgsy/25-26/gopalganj-1 /01 - high level bridge across river on barai patti to niranjana janewali path me dhawast screw pipe pul ke asthan par new pul nirman in block - gopalganj , rwd division gopalganj-1 , district - gopalganj , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to th

CTN :40952456 Due date: 21 Jul, 202521 Jul, 2025 1.99 Crore
Tender For the work of white washing dry distempering oil bound distempering painting two coats each joinery items supply of course and fine sand and others works in residential building at shahpurkand
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