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Central Government/Public Sector

CTN :41100002 Due date: 04 Aug, 202504 Aug, 2025 NA
Tender For corrigendum : supply of control panel and remote push station for 10 t continuous sand mixer as per specification reference

CTN :40645407 Due date: 07 Aug, 202507 Aug, 2025 NA
Tender For corrigendum : supply of continuous sand mixer along with moulding line including compaction table

CTN :41037063 Due date: 04 Aug, 202504 Aug, 2025 3.47 Lacs
Tender For corrigendum : supply of consumables and chemicals for ion chromatograph analysis at csctpp,chhabra - 50 % solution of koh (2.5 l bottle), trace metal grade sulfuric acid (1l), methane sulphonic acid (purity near, 99.0%) (1l), micropipettes, 10 ?l to 100 ?l range, 100 ?l to 1000 ?l range, 500 ?l to 5000 ?l range, micropipette tips, 10 ?l to 100 ?l range, 100 ?l to 1000 ?l range, 500 ?l to 5000 ?l range, polypropylene/ptfe volumetric flask, 50ml, 100ml, 1000ml, polypropylene beaker, 100ml, 1000ml, 1 ml syringes, syringe filters 0.2 u nylon filters 25, mm, standard solution, 1000 ppm chloride (100 ml), 1000 ppm sodium (100 ml), polypropylene centrifuge tubes, 16 ml, 50 ml, powder free nitrile gloves, wash bottles (1000 ml of, polypropylene), vortex mixer, ultrasonic sonicator bath, koh solution (50% w/w) 2.5 l ar/gr , sulfuric acid (1l) ar/gr/acs , methane sulphonic acid (99.0%), ar/gr /extra pure (1l) , micropipettes and their tips (1) 10 l to 100 l range, (2) 100 l to 1000 l range, and (3) 500 l to 5000 l range with certificate, single channel with variable volume , volumetric flask(i) 50ml (ii) 100ml (iii) 1000ml, polypropylene/ptfe , beaker(i) 100 ml & 1000ml, polypropylene , syringe capacity 1 ml, graduated, , syringe filters 0.2 u nylon filters dia 25 mm , standard solution (1000 ppm chloride) and (1000 ppm sodium) capacity 100 ml for ic use , centrifuge tubes, polypropylene, capacity 16 ml & 50 ml , gloves, powder free nitrile gloves , wash bottles, polypropylene, capacity 1000 ml , vortex mixer- power supply: 240v,a.c, 50hz; time setting: 1 to 99 min., continuous, speed range: 200 to 3000 rpm , ultrasonic sonicator bath- powersupply:240v,a.c, 50hz, frequency:40khz; capacity: 10l; working temperature range: ambient +5c to 80 c; time setting :up to 99 min, continuous; ultrasonic power: 150-200w; heater power: 300-500w; sonicator with drain tap & lid; pid control -digital display; degas mode & ss mesh basket

CTN :41166613 Due date: 29 Jul, 202529 Jul, 2025 6.58 Crore
Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan 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, wmm(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., 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 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, 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 in a continuous operation including provision of contraction, expansion, constructi

CTN :41166634 Due date: 29 Jul, 202529 Jul, 2025 3.71 Crore
Tender For rrsmp/25-26 pakridayal/02 - bankatwa bandh to pakridayal tikha road, setting out pillars :- providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, clearing and grubbing road landclearing 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 ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. (for grading ii material), wmm :- 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., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412, traffic signs, markings & other road appurtenances, kilometre stone, reinforced cement concrete m15 grade kilometre stone/local stone of standard
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