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Tender Value

CTN :45646856 Due date: 30 Jun, 202630 Jun, 2026 84.7 Thousand
Tender For annual plan 2026-27 chungathara gp-69/27 quarry waste filling of various roadsplaces in ward 2

CTN :45646843 Due date: 29 Jun, 202629 Jun, 2026 61.61 Lacs
Tender For supply of materials under mgnregs for thekkumkara gp - quarry waste, stone aggregate(single size); 40mm nominal size, stone aggregate(single size); 20mm nominal size, stone aggregate(single size); 10mm nominal size, coarse sand (zone iii), portland cement, stone for masonry work, twisted steel/deformed bars

CTN :45635494 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For supply of split air conditioner, wall mount type (v3) isi marked to is 1391 (part 2) (q2) , unitary air conditioner (window ac) (v3) isi marked to is 1391 (part 1) (q2) , servo motor operated automatic line voltage correctors conforming to is 9815 (part 1) - single phase applications (q3) , material and labour for sub-main wiring surface type with two run of pvc insulated, unsheathed, frls single core and one run of 4.0 sqmm copper conductor , supply and fix single pole and neutral enclosure 240 volt, 20 amps with a two pin and earth plug and socket complete with one single pole mcb , m and l cutting chases, pinning in making good to facing where required and pointing in cement mortar 1-3 to ends or edges of landings, steps, cils, sunshades sheleves, lintels, etc , material and labour for sub-main wiring surface type with two run of pvc insulated.unsheathed, frls single core and one run of 6.0 sqmm copper conductor , m and l for stand bracket fabricated from structural steel section suitable for 3 ton ac outdoor unit including nut, bolt, washer, welding. bedding cold or hot , supply and install hi wall split units indoor and outdoor complete with cordless remote control unit with inbuilt air ioniser and plasma filter 5 star cap 3tr , supply and fix single pole and neutral enclosure 240 volt, 40 amps with a two pin and earth plug and socket complete with one single pole mcb , supply and install vertical tower type unit indoor and outdoor complete with cordless remote control unit, inverter 1 ph units 220v- 240v capacity 2tr , s and f motor starter 25 amp with on off push type switch, modular type two module make make legrand-gm-havells , s and f socket 25 amp modular type two module make legrand-gm-havells , s and f metal flush box, modular type four module make legrand-gm-havells , s and f cover plate with metal frames, modular type four module make legrand-gm-avells , m and l for stand-bracket fabricated from structural steel section suitable for 1.5 ton- 2 ton ac outdoor unit including nut, bolt, washer, welding. bedding cold or hof, drilling holes for bolts , supply and fix power socket 240 volt ac 25 a 2 module all as specified and directed , supply and fix 25 a motor starter 2 module all as specified and directed , supply and fix modular white cover plate metallic frame 2 module all as specified and directed

State Government

CTN :45621543 Due date: 29 Jun, 202629 Jun, 2026 2.73 Lacs
Tender For mp-lads-angamaly bp-mp lads 2024-25 honble mp sr. p.p.suneer ( rajyasabha) construction of open gym and installation of equipment at chakkala pongam area of ward -13, thuravoor grama panchayat (infrastructure & purchasc) ernakulam district-general civil work - platform for open gym, 2.32:clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared., 2.8.1: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 up to 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, 4.1.8: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), 4.3.1:centering and shuttering including strutting, propping etc. and removal of form work for:foundations, footings, bases for columns, 4.1.3: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 (cement : 2 coarse sand (zone-iii)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources), od228316/2023-2024:construction of granular sub-base by providing local material, spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete i) using gravel mix/quarry muck, od223449/2023-2024:providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of stone aggregate, compacting and proper embedding/laying of inter locking paver blocks into the stone aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer-in-charge.60mm thick cement concrete paver block of m-35 grade with approved colour, design & pattern. modified spec. 16.91.1, od134330/2025-2026:providing and fixing gi pipe hand rail of approved size by welding and all labour charges etc., 5.23:smooth finishing of the exposed surface of rcc work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand)., 13.52.2:finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.on concrete work, 13.52.1:finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.on steel work, od133367/2025-2026:supplying and fixing white stone bench with back rest,2 seater, od139386/2025-2026:providing and laying of interlocking concrete block pavements using80 mm m 40 interlocking paver blocks made by strong vibratory compaction of approvedsize,design @ shape ,laid in required pattern over and including a compacted bed of 6 mm stoneaggregate of 50 mm average thickness etc all complete as per the direction of engineer incharge., od234555/2023-2024:supplying and fixing in place granite name board of slab area less than 0.9sqm includingengraving and painting letters etc complete as per direction of engineer in charge at sitedar spec

CTN :45532974 Due date: 23 Jun, 202623 Jun, 2026 10.14 Lacs
Tender For corrigendum : material supply for mgnrega road work - material supply, quarry waste, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size): 20 mm nominal size, stone aggregate(single size): 10 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm)

State Government

CTN :45589456 Due date: 25 Jun, 202625 Jun, 2026 NA
Tender For quotation rate of materials - granular material or hard murrum for gsb works at quarry, aluminium alloy/galvanized steel, rcc pipe np 4 heavy duty non pressure pipe 1000 mm dia, rcc pipe np 4 heavy duty non pressure pipe 1200 mm dia, steel pipe 50mm external dia as per is:1239, coller for joints 300mm dia, rcc pipe np 4 heavy duty non pressure pipe 300 mm dia, steel helmet and cushion block on top of pile head during driving, steel pipe 25mm external dia as per is:1239, "np2 r.c.c hume pipe with collar as per i.s. 458-1971(i) 100 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ii) 150 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iii) 200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iv) 250 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(v) 300 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vi) 450 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vii) 600 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(viii) 700 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ix) 800 nn dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(x) 900 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xi) 1000 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1400 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(i) 300 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(ii) 450 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iii) 600 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iv) 700 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(v) 800 mm dia and 900 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vi) 1000 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vii) 1200 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(viii) 1400 mm dia", jute rope 12 mm dia, aggregate size-45 mm to 2.36 mm, aggregate size-45 mm to 22.4 mm, aggregate size-2.36 mm to 0.075mm, aggregate size 22.4mm to 5.6 mm, aggregate size 63 mm to 45 mm, aggregate size below 5.0 mm, bamboo (1st class) 85 mm-100mm dia 2.0 m long, bamboo (1st class) 85 mm-100mm dia 2.5 m long, bamboo (1st class) 85 mm-100mm dia 3.0 m long, bamboo (1st class) 85 mm-100mm dia 4.5m-5.5m long, bamboo (2nd class) 75 mm dia, 1.8 m-2.5 long, bamboo (2nd class) 75 mm dia, 2.1 m-3.0 m long, bituminous sealant, blasting material, bond stone (400mm x 150mm x 150mm), corbelling stones (300mm x 150mmx 150mm), corrosion resistant structural steel grating, crow bras 40 mm dia (hire charges), crushed sand or grit passing 2.36 mm and retained on 180 micron, crushed slag, crushed stone aggregate 26.5mm to 75 micron, crushed stone chipping 6.7mm size 100% passing 11.2 mm and retained on 2.36 mm, crushed stone chipping 9.5 mm nominal size, debonding strips (3.75m x 10mm x 5mm cut-out of rubber filler board or similar material including 5% wastage), edge stone (450mm x 350mm x 100mm), edge stone (450mm x 350mm x 200mm), epoxy paint, epoxy primer, gi pipe 100mm dia (tata or equivalent make), gi wires (4mm dia), granular material (natural occurring soil gravel mixture/quarry waste, kankar, laterite, dhandla, hand broken metal 40mm size, interlocking blocks with 60 mm thickness, interlocking blocks with 80 mm thickness, key aggregates passing 22.4 mm and retained on 2.8mm, lime putty, local wood piles (1st class)150-200mm dia, 6m long, local wood piles (1st class) 100mm x 75mm, loose stone, ms sheet tube (47 mmx47mmx12 swg sheet), ms sheet 1.5mm thick, ms sheet 2mm thick, polythene sheeting (0.2mm to 0.5mm thick), (covering 2/3 rd dowel bars (20x23) and tight fit including 5% wastage), rcc pipe np3 (750mm dia), rcc pipe np3 (500mm dia), rcc pipe np4 (750mm dia), rcc pipe np4 (600mm dia), rcc pipe np4 (500mm dia), benzene, stone for stone set pavement (300mm x 200mm x 150mm), well graded granular base material-grading a 26.5mm to 4.75mm, well graded granular base

CTN :45446903 Due date: 16 Jun, 202616 Jun, 2026 2.26 Lacs
Tender For corrigendum : quarry waste filling in njeliyanparamba inside road near plant - annual plan-quarry waste filling in njeliyanparamba inside road near plant-in kozhikode corporation-general civil work

CTN :45532912 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For quarry waste disposal in various places

CTN :45499744 Due date: 24 Jun, 202624 Jun, 2026 27.12 Lacs
Tender For providing developmental works in torragudipadu g.p of chimakurthy mandal package 5 works - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482

CTN :45499755 Due date: 24 Jun, 202624 Jun, 2026 17.88 Lacs
Tender For providing developmental works in yerragudipadu (v) & g.p chimakurthy mandal package 2 (3 works) - scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. mord. , construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 mord , construction of sub grade with quarry waste(table 400.13) by mix in place method normal construction of granular sub base by providing quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with vibratory roller 80-100 kn r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 mord , construction of granular sub-base by providing well graded hbg material (grading iii material) (table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller 80-100 kn / vibratory roller to achieve the desired density, complete as per technical specification clause 402 mord including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of engineer in charge.1 , including over head but excluding seignorage charges and gst desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. desired density, complete as per technical specification clause 401 mord / morth. but excluding vat & seigniorage charges. , clearing juliflora (prosafis) jungle including up-rooting and removing of juliflora stumps. etc complete. ssr from road & bridge works rates of materials & work items ..112(d) of current ssr (2025-26). mat-00482
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