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Bid Submission Date Range
Tender Value

State Government

CTN :41181476 Due date: 05 Aug, 202505 Aug, 2025 4.80 Lacs
Tender For emergent repairing work of different roads in patches by pre coating stone aggregates, wbm an bm under gazole highway section under gazole highway sub-division under malda highway division in the district of malda during the year 2025-2026. 2nd call

State Government

CTN :41181493 Due date: 05 Aug, 202505 Aug, 2025 4.80 Lacs
Tender For emergent repairing work of different roads in patches by pre coating stone aggregates, wbm and bm under bangitola highway section under malda highway sub-division under malda highway division in the district of malda during the year 2025-26. 2nd call

State Government

CTN :41181503 Due date: 05 Aug, 202505 Aug, 2025 4.79 Lacs
Tender For emergent repairing work of different roads in patches by pre coating stone aggregates, wbm and bm under khejuria highway section under malda highway sub-division under malda highway division in the district of malda during the year 2025-26. 2nd call

Central Government/Public Sector

CTN :41247839 Due date: 27 Aug, 202527 Aug, 2025 4.52 Crore
Tender For anchoring n facing stones repair includ fixing stainless steel anchors dry stone cladding adjustable cramps weather sealant lacquer coating repair of damaged surfaces and expansion joints at nhai hq new building and old building g5n6 sector10 dwarka

CTN :41258846 Due date: 20 Aug, 202520 Aug, 2025 29.50 Lacs
Tender For supply of m sand confirming to is 383-2016 specification for coarse and fine aggregates free fromadherent as per tech att,aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to relevant is and as per tech spec,aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to relevant is and as per tech spec,ms binding wire 0.9mm as per tech spec,quick setting compound conforming to is 1344-2018 make acclerex or cico or fosroc or rapidite,m sand confirming to is 383-2016 specification for coarse and fine aggregates free fromadherent as per tech att,aggregate 20mm stone aggregate to be crushed rock or gravel 20mm graded confirming to relevant is and as per tech spec,aggregate 40mm stone aggregate to be crushed rock or gravel 40mm graded confirming to relevant is and as per tech spec,ms binding wire 0.9mm as per tech spec,quick setting compound conforming to is 1344-2018 make acclerex or cico or fosroc or rapidite,m sand confirming to is 383-2016 specification for coarse

CTN :41253108 Due date: 08 Aug, 202508 Aug, 2025 1.21 Crore
Tender For construction of dry stone masonary pond (dsmp) and bench terracing (bt) gram panchahat chatiyakheri, dadiya, gogunda, majawari, mori, morwal, paatiya, kachhba, rawaliya kalan and semtal block gogunda pmksy 2.0 scheme

Corporations/Associations/Others

CTN :41155740 Due date: 28 Jul, 202528 Jul, 2025 NA
Tender For supply of machineries for solid waste management project (sbm 2.0) - name of machineries, garden waste shredder machine, briquetting machine and automated mrf sorting machine, stone crusher, organic waste composting machine, plastering in c.m 1:5-12 mm thick with including cost and conveyance of all materials and in, brick work in c.m 1:5 mix including all labour 1charges etc complete brick work in c.m 1:5 mix including all labour 1charges etc complete, laying and jointing pvc pipe. heading, plain cement concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using, brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost, construction of chamber for 100mm sluices valve, construction of chamber for 100mm sluices valve - name of machineries, garden waste shredder machine, briquetting machine and automated mrf sorting machine, stone crusher, organic waste composting machine, plastering in c.m 1:5-12 mm thick with including cost and conveyance of all materials and in, brick work in c.m 1:5 mix including all labour 1charges etc complete brick work in c.m 1:5 mix including all labour 1charges etc complete, laying and jointing pvc pipe. heading, plain cement concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using, brick work in c.m 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost, construction of chamber for 100mm sluices valve, construction of chamber for 100mm sluices valve

CTN :41148329 Due date: 09 Aug, 202509 Aug, 2025 NA
Tender For supply of m and l surface excavation exc 30cm deep in hard oblique dense soil , m and l for hardcore of gauge not exc 63mm of broken granite stone and deposited and spread and levelled in layers not exc 15cm thick and watered and rammed to a true surface , m and l for cement concrete 40mm graded aggregates in foundation filling and mass concrete , m and l factory made kerb stone of m25 grade cement concrete in position to the required line and level and curvature and jointed with cement mortar and including making joints with or without grooves , m and l for cement concrete using 40mm graded stone aggregate as in filling and mass concrete compelete all as specified and all as directed , m and l for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed , m and l pre polished machine pressed precast concrete interlocking paver block of approved shape and colour , m and l preparation of concrete surfaces of wall and applying two coat of cement base paint white or tinted complete all as specified and directed , m and l reinforced concrete pipes and 600mm bore class np3 and laid and jointed complete with collars , s and f solar delineator 1000 x 47mm made of polycarbonate and toughened aluminium alloy body and having height 145mm and diameter is 80mm , cost of construction , cost of iit drawings

CTN :41166628 Due date: 29 Jul, 202529 Jul, 2025 30.03 Crore
Tender For rrsmp/25-26 purnea/01 - pakka road to adiwasi tola, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., a (by manual means ), prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., semi-dense bituminous concreteproviding and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, ro

CTN :41166619 Due date: 29 Jul, 202529 Jul, 2025 35.91 Crore
Tender For rrsmp/25-26 purnea/04 - bishu baba sthan(hanuman mandir ) to adiasi tola karwa rahika, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade & earthen shoulderconstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1)construction of granular sub-base by providing well graded material (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., a (by manual means ), prime coat (low porosity)providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., semi-dense bituminous concreteproviding and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requ
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