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Central Government/Public Sector

CTN :45365796 Due date: 04 Jul, 202604 Jul, 2026 11.50 Lacs
Tender For corrigendum : repair resurfacing of certain roads and connected items at bd bari mil stn - m&l preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc to black top surfaces, and applying evenly a priming/tack (viscosity grade paving bitumen of grade vg-10) @ 5 kg per 10 sqm to road surface bituminous asphaltic semi dense concrete consolidated thickness 30 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, (viscosity grade paving bitumen of grade vg-30) and 4% stone dust conforming to required specification for filler as per irc-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tone power roller completed all as specified and as directed., m&l for repair to potholes, any depth ,not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, applying tack coat with (viscosity grade paving bitumen of grade vg-10) @ 10.0 kg per 10 sqm of surface putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings),completed all as specified and as directed., premix bituminous macadam laid / rolled and compacted using 8 to 12 tonne power roller to required gradient and camber, with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade vg-30 grade by weight of toal mix (consolidated thickness 75mm or less) completed all as specified and as directed., m&l providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required completed all as specified and as directed., m&l for marking lines 2.5 mm thick, dashes arrows etc of any description n. exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint of approved colour confirming to bs-3262-1989 with special applicator machine all as per manufacturere instruction completed all as specified and as directed., supply and fix solar cat eye (green/red) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc completed all as specified and as directed., supply and fixing metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 (150x150x300mm) type b1 complete all as specified and directed, s&f manufacturing, supplying and fixing retro reflective mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fu

Central Government/Public Sector

CTN :45684340 Due date: 26 Jun, 202626 Jun, 2026 2.35 Lacs
Tender For package-1-supply and laying of 40mm gravels/ pebbles at 1 x 660mw unit -5 sgtpp.

CTN :45654244 Due date: 03 Jul, 202603 Jul, 2026 14.94 Lacs
Tender For providing new borewell, pumpset with all allied materials and pumping main lines to mettur indra nagar in somangalam panchayat, kundrathur panchayat union, kancheepuram district under panchayat union general scheme funds of the year 2026-27 - charges for conducting geo physical survey, drilling of borewells anywhere in tamilnadu including transportation from one place to another with in tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( site will be shown by the twad board officers) including construction of mud pit. - 0m to 60m depth, 60m to 90m depth, 90m to 120m depth, reaming of 150mm dia borewell to 300mm dia borewell as directed at site - 0m to 60m depth, 60m to 90m depth, 90m to 120m depth, labour charges for inserting casing pipe supply & packing of pebbles, supply & delivery of 150mm dia pvc plain casing pipe as per is 12818 / 2010, supply & delivery of 150mm dia pvc slotted casing pipe as per is 12818 / 2010, supply & delivery of 160mm dia pvc end cap, charges for developing the borewell using air compressor in hours of 300 cfm capacity, construction of bore pit including all labour charges, supply & delivery of vertical type submersible pump set discharges : 200m & 50 lpm for 150mm dia borewell as per is 8034, supply & delivery of control panel board suitable for three phase submersible motor with two level guard & auto start, supply & fixing of 50mm gi pipes, supply & fixing of 50mm gi coupling, supply & fixing of 50mm gi elbow, supply & fixing of 50mm gm gate valve, supply & fixing of 50mm gm nr valve, supply & fixing of 50mm gi flange set, supply & fixing of 50mm ms clamp set, supply & fixing of 50mm gi union, supply & fixing of gi reducer heavy -65mm x 50mm, supply & fixing of gi reducer heavy -80mm x 65mm, supply & fixing of pvc threaded coupler -90mm x 80mm, supply & fixing of 4.00 sqmm 3 core flat type copper cable as per is 694/1990, erection chagres to new submersible pump set & fixing of new control panel board, supply, delivery, laying and jointing of 90mm dia pvc 4ksc pipes including earthwork excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by twad board officers, supply & fixing of pvc specials as per bis 10124 / 1988 part 1 to 13 & bis 7834 / 1975 with isi marks to site of works - 90mm pvc bend, supply & fixing of pvc specials as per bis 10124 / 1988 part 1 to 13 & bis 7834 / 1975 with isi marks to site of works - pvc threaded coupler -90mm x 80mm, supply & delivery of gi pipes medium class as per is 1239 / part 1 / 1990 with isi marks to site of works - 80mm dia gi pipes, supply & fixing of gi specials with isi marks to site of works - 80mm dia gi elbow, supply & fixing of gi specials with isi marks to site of works - 80mm dia gi coupling, laying and jointing of gi pipes with gi specials and pvc specials etc

State Government

CTN :45660452 Due date: 07 Jul, 202607 Jul, 2026 NA
Tender For unit rate of composite items for recharge scheme for new and defunct tube wells/wells for groundwater recharge in bhavnagar dist. for the year 2026-27 - half brick masonry in common brunt clay building bricks having crushing strength not less than 35 kg/sq.cm. in cement mortar 1:4 (1- cement : 4 -coarse sand ) in foundation and plinth (b) conventional(r&b sor 2024-25 , it.code-06008a2a, p.no.70)(1 represents labour cess added), brick work using common burnt clay building bricks having crushing strength not less than 35 kg./sq.cm. in foundation and plinth in cement mortar 1:5. (1- cement : 5 -fine sand) (b) conventional(r&b sor 2024-25, it.code-06001ba, p.no.67)(1 represents labour cess added), providing, laying and jointing in true line and level 110 diametre u.p.v.c (type b) conforming to is 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to isi 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of pvc clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.(r&b sor 2024-25 it.no.23067, pg.no.164)(1 represents labour cess added), providing & fixing 200 mm dia "u" pvc casing pipe "cm" type pipe.( gwssb sor mech 2022-23 section-b, page. 21, item no. 11-b ), providing & fixing 175 mm dia "u" pvc casing pipe "cs" type pipe.( gwssb sor mech 2022-23 section-b, page. 21, item no. 11-b ), drilling of bore well by dth rig in rocky formation in all talukas of all districts of zone - iii. up to 350 mtr. for dia 200mm(gwssb 2022-23 sor, it.no.3.2, p.no.2), excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materialsand disposingofftheexcavatedstuffupto50 meter lead.(b) dense or hard soil(r&b sor 2024-25 , it.code-04b001b, p.no.47)(1 represents labour cess added), excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materialsand disposingofftheexcavatedstuffupto50 meter lead.(d) soft rock not requiring blasting(r&b sor 2024-25 , it.code-04b001d, p.no.47) (1 represents labour cess added), jungle cutting and site clearing(r&b sor 2024-25 , it.code-26117a, p.no.246) (1represents labour cess added), pebbles of size 5 to 10 millimeter (river pebbles)(gwssb mech 2022-23 sor,anne-a sr 18 ), gravel of size 2 to 5 millimeter(gwssb mech 2022-23 sor,anne-a sr 18 ), coarse sand(gwssb 2022-23 sor, section 1d it.no.5.1, p.no.61), backfilling of excavated tranch for pipeline with soil(gwssb 2022-23 sor, section 1&2b it.no.14(1), p.no.40), suppliying o graded stone aggregate of following sizes (forw.b.m. road)(2) hand broken stoneaggregate 40 mm to 63 mm size.(r&b sor 2024-25 , it.code-26011b, p.no.176), supplying of crushed stone aggregates, chippings etc.of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater and grading asper i.r.c. code.(iv) 20mm(r&b sor 2024-25 , it.code-26012d, p.no.176) (1 represents labour cess added), supplying of crushed stone aggregates, chippings etc.of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater and grading asper i.r.c. code.(vi) 10mm(r&b sor 2024-25 , it.code-26012f, p.no.176) (1represents labour cess added), spreading and laying stone agreegate of different size in to proper layer specified as per design and drawing inncl. hand packing etc complete with all lead and lift (as per ra), providing and fixing in position white marble plate of size 45x45x1.8 cm incl ingraving the tettera as per drawing/as direct etc complete. (irr. sor 2024-25 ch.5 it.17 pg.22)

corporations/Associations/Others

CTN :44300177 Due date: 26 Jun, 202626 Jun, 2026 67.24 Lacs
Tender For bid to ras providing of custom bid for services - collection and supply of graded pebbles for gwc mine ii

State Government

CTN :45078390 Due date: 06 Jul, 202606 Jul, 2026 50.72 Lacs
Tender For corrigendum : procurement of sand media, gravels, pebbles and anthracite along with work for top up of filter media in sand and activated carbon filter at stp 500, 900 kld shivariya colony, avgf and dm plant at 2x600 mw, stage i, sstpp, mppgcl, dongalia.

State Government

CTN :45492430 Due date: 26 Jun, 202626 Jun, 2026 NA
Tender For corrigendum : providing of facility management services - lumpsum based - -; item 1 side mounted bobbin wound sand filter 25 cum hr 960mm dia; consumables to be provided by service provider (inclusive in contract cost),facility management services - lumpsum based - -; item 2 silica sand silex and pebbles filter media 50kg bag; consumables to be provided by service provider (inclusive in contract cost),facility management services - lumpsum based - -; item 3 tcca chlorine chemical 50kg drum; consumables to be provided by service provider (inclusive in contract cost),facility management services - lumpsum based - -; item 4 hydrochloric acid hcl chemical 30l drum; consumables to be provided by service provider (inclusive in contract cost),facility management services - lumpsum based - -; item 5 three phase monoblock pool pump 3hp 25cum hr; consumables to be provided by service provider (inclusive in contract cost),facility management services - lumpsum based - -; item 6 y strainer basket strainer for pool pump; consumables to be provided

State Government

CTN :44917884 Due date: 01 Jul, 202601 Jul, 2026 19.83 Lacs
Tender For corrigendum : supply of anthracite, graded sand filter media and pebbles for rapid gravity filters

Central Government/Public Sector

CTN :45330623 Due date: 23 Jun, 202623 Jun, 2026 NA
Tender For corrigendum : supply of coarse pebbles, size: 40 mm

CTN :45565907 Due date: 23 Jun, 202623 Jun, 2026 NA
Tender For supplying of materials and supplying and spreading of materials at various places of vapi municipal area. annual rate 2026-2027 - supplying of yellow earth, garden soil at site as directed., supplying of hard murram at site as directed., supplying of coarse clean sharp sand at site as directed., supplying of crushed stone aggregates, chippings etc. of disintegrated pieces, eletatrious and organic matter (for bitumen surface dressing etc.) and grading as per i.r.c.code., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii) 40 mm to 90 mm size metal, (iv)9 thick rubble, supplying bricks., supplying of granular sub base by providing coarse graded material, mixing by mix in place method with rotavator at omc, with grading material of 53 mm to 26.5 mm size @35 percent,26.5mm to 4.75 mm @ 45 percent and 2.36mm below @ 20 percent at site as directed., providing wet mix base course maximum 200 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, including cost of materials labour plant and equipment etc complete, construction of granular sub-base by providing coarse graded material(metal), spreading in uniform layer on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, etc, complete as directed by engineer in charge., providing and laying wet mix base course maximum 150 mm thick using machine crushed b.t. chips as per required gradation mixing with required optimum quantity of water conveying the mix to site of work, spreading into grade and camber with mechanical paver and consolidation with vibratory road roller including cost of material labour plant and equipment etc complete as directed by engineer in charge., supplying and spreading of following materials at site as directed by engineer in charge including rolling and consolidation with vibratory roller as directed by enigineer in charge., (i)10 mm to 40 mm size m/c metal, (ii)6 mm to 10 mm size grit., (iii)40 mm to 90 mm size metal, (iv)9 thick rubble, supplying and spreading hard murram including rolling and consolidation with vibratory roller as directed by enigineer in charge., note:- all rate are required compulsory
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