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Corporations/Associations/Others

CTN :40565961 Due date: 21 Jun, 202521 Jun, 2025 36.40 Lacs
Tender For laying of cobble stone in w 06 and cc road in w 07 covering slab in w 08 cc road cobble stone work in w 09 and drain work in w 10 in ramanagara cmc limits.

State Government

CTN :40554802 Due date: 15 Jun, 202515 Jun, 2025 11.70 Lacs
Tender For repair to stone kharanja on katawar to shergarh road km 4/500

State Government

CTN :40565544 Due date: 10 Jun, 202510 Jun, 2025 21.13 Lacs
Tender For 2215 water supply & sanitation (107) gandhinagar sewage scheme providing, supply, delivery and execution of repair. maintenance and emergency restoration works including r.c.c. precast manhole frames and covers, deslting, dewatering, hydro jetting & super sucker operation on strom water line, concrete work, inter locking paver and kerb stone restoration and miscellaneous civil works on gandhinagar - koba - aerodrome road.

CTN :40195442 Due date: 04 Jun, 202504 Jun, 2025 NA
Tender For bid to ras supply of xlpe cable for working voltages up to and including 1.1 kv as per is 7098 (part 1) (q2) , mcb - miniature circuit - breakers for a.c. operation as per is / iec 60898 (part 1) (q2) , supply install testing commissioning of step down transformer indoor type voltage rating ht11 bye zero point 433 kv out door type of capacity 200 kva level 2 3 phase 4 wire 50 hz , supply laying and testing 11 kv earthed grades cable xlpe 120 sqmm 3 core , s and f cable end jointing kit for 11 kv grade cable for outdoor termination heat shrink type cable end complete with jointing material and accessories , s and f cable end jointing kit for 11 kv grade cable for outdoor termination heat shrink type cable end , material and labour for pcc 1 ratio 4 ratio 8 type d2 using 40 mm graded stone aggregate for making good cutting portion mass concrete , m and l for pcc 1 ratio 3 ratio 6 type c2 using 40 mm graded stone aggregate for making good cutting portion mass concrete filling of foundations etc including necessary use and waste of form work , supply and fix tpn distribution board 4 way acrylic door 415 volts ac tpn for flush mounting with 100 amps double door copper busbar neutral bar earth bar and mcb incomer of rating upto 100amps , material and labour for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick buried directely in ground vertically , supply install testing and commissioning of lt feeder panel of size 1500 x 1500 x 600 mm 3 phase 4 wire 415 v 50 hz ac outdoor type , m and l for brick sub class b 250x115x75 mm and laid in trenches as in protection of ug cable , supply and filling in and spreading unwashed river sand for cushioning and covering the under ground cables in trenches and punning to provide required cover , returning filling in soil including spreading leveling watering and well rammimg in layer n exc 25 cm complete all as specified and directed , removing excavated soil not exc 50 mtr ant depositing where directed at a level not exc 1 point 5 mtr above the starting point all as specified and directed , m and l for gl pipe 100 mm light grade laid in trenches floors bye on pole bye road for cable protection with all fittings complete all as specified and directed , boaring holes horizontally under road without damaging the surface of road minimum1pointzero mtr bellow the road surface with the help of gl tubing of any dia not exc 80mm dia for passing of ug cable , supplying and laying reinforce precast concrete cable cover class ht type 1 flat size 300 x180x40 mm for protection under ground ht cable complete all as specified and directed

CTN :40309718 Due date: 03 Jun, 202503 Jun, 2025 NA
Tender For corrigendum : supply of provn of op tr with interlocking paving blocks with kerb stone for gelling , constr of 02 x hume pipe culverts for gelling , improvement of road turning with interlocking paving blocks for gelling , provn of pcc stairs for gelling , plb oblique hdpe pipe for gelling , pcc block chamber for gelling , provn of drainage for gelling

corporations/Associations/Others

CTN :40565558 Due date: 09 Jun, 202509 Jun, 2025 9.99 Lacs
Tender For providing fixing new curb stone and repairing of curb at foothpath of piplaj pirana road and different palces in lambha ward south zone.

CTN :40555517 Due date: 16 Jun, 202516 Jun, 2025 23.50 Lacs
Tender For supply of various materials for construction of new works in chndapurgp limit under mahatma gandhi national rural employment guarantee scheme - mr9904-bib cock 20mm nominal bore, mr9473-granite stone slabs fine dressed 40 mm thick, mr9452-cleat angles gpbada, mr9451-chrominum plated screws gpbada, mr9445-casurina poles 75 - 100 mm dia gpbada, mr9444-casurina poles 100 - 150 mm gpbada, mr9433-broken stone aggregate 40 mm size gpbada, broken stone aggregate 12 mm to 10 mm size gpbada, bond stone 20 x 20 x 45 cm gpbada, aluminium window frame section 1.20 mm thick gpbada, alluminium tower bolt - 20 cm gpbada, alluminium handles - 15 mm gpbada, handling loading and unloading 3% on material gpbada, water storage tank gpbada, m.s rods gpbada, pvc beading gpbada, chlorinated polyvinyl-25 mm outer dia gpbada, binding wire gpbada, plasticizer / super plasticizer gpbada, display board_cib gpbada, electrification gpbada, coarse sand (zone iii) gpbada, water proofing cement paint gpbada, portland cement gpbada, mr9684-water tanker gpbada, mr9683-vibratory roller 8 tonne gpbada, mr9502-water gpbada, mr9475-gravel 2.36 mm/murrum gpbada, mr9471-granite metal 40 mm gpbada, mr9470-granite metal 20 mm gpbada, mr9458-crushed stone course aggregate 53 gpbada, mr9457-crushed stone chippings 13.2 mm gpbada, mr9434-burnt bricks class 35 (non modular) gpbada, mr9426-boulders gpbada, mr9738-add brush, putty, sand paper at 2% on cost of paint gpbada, mr9991-granite sink 23cm thick gpbada, mr9953-vitrified tiles 600x600 mm gpbada, mr9817-ms flat gpbada, mr9773-add watering charges at 1 % on material gpbada, mr9759-add providing and removing scaffolding at 3% on labour gpbada, mr9755-add hom of welding and grinding machine 4per on material gpbada, add hom of welding and grinding machine 2per on material gpbada, mr9498-mathi/nandi wood planks for panels 25 mm thick gpbada, mr9491-liquid wood filler gpbada, mr9487-jungle wood runners and planks gpbada, mr9463-enamel metal paint gpbada, mr9459-cudddapah slab 2.5 cms thick gpbada, broken stone aggregate 20 mm size gpbada, thick plain glass gpbada, miscellaneous harges gpbada, mr9753-add handling , loading and unloading at 2% on material gpbada, mr9752-add handling , loading and unloading at 1% on material gpbada, mr9749-add cutting and other wastage 5% gpbada, mr9727-add 15% wastage for glass gpbada, mr9725-mason class i (with tools) gpbada, mr9690-painter class i gpbada, mr9688-unit cost as per the specification gpbada, mr9678-mixer (concrete) - 1 cum capacity gpbada, mr9677-mixer (concrete small used in culvert) gpbada, mr9675-hom of vibrator 0.71 days gpbada, mr9640-brick gpbada, mr9607-welder grade i gpbada, mr9606-stone dresser (with tools) gpbada, mr9598-fitter class i gpbada, mr9597-fabricator gpbada, mr9554-tmt bars fe 500 gpbada, mr9535-size stone 20 x 20 x 25 cms gpbada, mr9534-silver oak or equivalent planks 38 mm thick gpbada, mr9528-rubble stones gpbada, mr9527-rubber beading for shutters beading gpbada, mr9510-pigment gpbada, mr9508-nylon rollers gpbada, labour charges 7% on materialgpbada, mr9499-mathi/nandi wood scantling gpbada

CTN :40566772 Due date: 05 Jun, 202505 Jun, 2025 4.13 Lacs
Tender For providing bituminous surface over existing damaged old road surface , construction of new storm water drain, kerb stone repair works of exisiting storm drains in nis campus tambaram.sh- providing false ceiling , grill work, acp panelling and miscellaneous works in nis campus, tambaram, chennai -47subwork/packages:providing false ceiling, grill work, acp panelling and miscellaneous works in nis campus, tambaram, chennai-47

CTN :40563359 Due date: 05 Jun, 202505 Jun, 2025 5.77 Crore
Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, 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 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 m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m 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 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 concrete approach slab including

CTN :40563360 Due date: 05 Jun, 202505 Jun, 2025 8.02 Crore
Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), 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., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, 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 weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo
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