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Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :39931272 Due date: 03 May, 202503 May, 2025 NA
Tender For corrigendum : repairing of bituminous macadam road outside plant for ntpc darlipalli

CTN :40138854 Due date: 12 May, 202512 May, 2025 NA
Tender For raising & stacking of 25,000 tons dolomite finished products per month by installing one crusher plant of 100 tph capacity & corresponding screening plant from duarsini dolomite quarry of bslc mines, bimitrapur

CTN :40128275 Due date: 14 May, 202514 May, 2025 NA
Tender For school improvement grant 6th finance commission (2024-25) providing smart class rooms (infrastructure) in existing 34 nos of school building at 24 tp nos in salem zone. items mentioned in bid document

Central Government/Public Sector

CTN :39840972 Due date: 30 Apr, 202530 Apr, 2025 9.56 Crore
Tender For corrigendum : improvement of padora junction and construction of new service road of rigid pavement towards padora village at ch. 1281.480 on nh27 and nh46 in the state of madhya pradesh on item rate percentage basis

State Government

CTN :40073019 Due date: 26 Apr, 202526 Apr, 2025 24.00 Lacs
Tender For tn 1310/3a dated 05.04.2025 1. in the financial year 2025-26, the work of painting, plastering, and repairs in the pooled housing colony saharanpur is included under the maintenance item.

CTN :40097120 Due date: 09 May, 202509 May, 2025 91.65 Lacs
Tender For quarrying, conveyance & supply of hard black granite stones of various sizes from arungundram/ sirudamur / trichy quarry to s.v.production centre, svitsa, ttd, tirupati

CTN :40098835 Due date: 14 May, 202514 May, 2025 18.53 Lacs
Tender For supply of less than 0.9 dia , synthetic enamel paint yellow , synthetic enamel paint blue , door closer , silicon tube , pvc pipe 3 m long 6 inch , upvc pipe 15mm dia single socket , pvc socket 15 or 20 or 25mm , pvc t 15mm , pvc elbow 15mm , pvc union 15 obliq 20mm , gi elbow 15mm , shop case steel , ss hanger , looking mirror , ppr male threaded elbow outer dia 32mm , ppr tank nipple 15 obliq 20mm , ismb 150mm x 75mm br , ismb 150mm x 75mm br1 , ismb 150mm x 75mm tr , ismb 150mm x 75mm tr1 , ismb 150mm x 75mm 3m long , ismb 250mm x 125mm 2.95m long , ismc 75 x 40mm rc , ismc 75mm x 40mm 3.00m long , ismc 75mm x 40mm and 3.00m long , glass dividing strips 35mm x 3mm thick , hdpe sand bag laminated of size 75 x 40 cm sand colour and each bag having weight not less than 60gms , acrylic sheet 6 feet x4 feet x4mm , plywood 6mm , glass oily putty , hdpe pipe 25mm , taflon tape , cp stock cock 15mm , pvc conneciton pipe 600 mm , tiles 1x1 pkt , hook for curtain rod , hdpe pipe 15mm , l bow 25mm , t hdpe 15mm , t hdpe 25mm , union 25mm , float valve 15 obliq 20 or 25mm , door handle , fabircated angle iron 65x65x6 9 feet long sturt piquit , gun metal gate valve 15 obliq 20mm , gun metal gate valve 40mm , vitreous european wc. , waste pipe for wash basin , wastage pipe for urinal pot , waste bin 120 ltr , thinner , m seal 100gm , snow white colour wc , kitchen sink coupling , pvc pipe 15 obliq 25mm dia , pvc stop cock 20mm , towel rail , cgi sheet 810 x 3660mm long 0.63 thick , acrylic sheet 4 feet x3 feet x3mm , nail 1.5 inch long , nail 1 inch long , 20mm equal tee suitable , 20mm union suittable , chair plastic , water tank 1000 ltr , hdpe jerricane 40 ltrs , flush system , gi pipe 15mm , gi pipe 20mm , gi socket 15mm , gi socket 20mm , gi nipple 4 inch 15mm , pvc bend 3 dia , bulk cat head , j hook large , aluminums strip , barbed wire , rotational moulded polythene water storage tank double layer cylindrical vertical tank as per is 12701 of 1996 500ltrs capacity , acrylic sheet 6 feet x4 feet x4mm , hdpe 200 gsmn heavy duty plastic tarpauline , tarpauline plastic 30x20 , anti skid tiles 1 feet x1 feet , tera cota red , tera cota yellow , vitreous european wc , fire extinguisher 2 kg , pvc bib cock 20mm , ball brass float valve 20mm , earthing pipe , white cement , punched tape concertina coil with 50 turns and dia 1050 mm in coil , composite multi layer pipe 25 obliq 32mm each roll 100 mtr , plywood 8 feet x 4 feet x 12 mm , natural sand confirming to is 383 1970 specifications for coarse and fine aggregates. , aggregate 10 to 12.50 mm stone aggregate to be crushed rock or gravel 12.50mm

CTN :40085821 Due date: 29 Apr, 202529 Apr, 2025 7.14 Crore
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction 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., construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, 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., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., providing 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, rolling with smooth wh

CTN :40085822 Due date: 29 Apr, 202529 Apr, 2025 6.37 Crore
Tender For rrsmp/25-26 biharsharif/01 - name of road - nh-82 to nepura via malti , length of road - 2105 mclearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction 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., construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401. grading - ii, wet mix macadam- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., mix seal surfacing - providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen 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., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing 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 specifie

CTN :40085825 Due date: 29 Apr, 202529 Apr, 2025 14.83 Crore
Tender For rrsmp/25-26 biharsharif/04 - name of road - construction of road from nh-31 to rahui bazar (incl. 5 years maint.)clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction 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., construction of granular sub-base by providing well graded material, 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 to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, 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., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished i
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