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List of latest cutting-wheel Tenders in Indian Tenders. Click on any cutting-wheel Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for cutting-wheel Tenders.

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State Government

TRN :49020750 | 20 May, 2025

Tender Value : 3.62 Lacs

Baghpat - Uttar Pradesh

Tender for tender for road construction work by cc from shishupals house to dishas house - dismentling of old interlocking tiles 2 disposal of dismenteled material 1 km far from site 3 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentte as directed by the engineer incharge . complete in all respect as per sino. 253(a) + 2km cartage. 4 concrete in 1:4:8 with cement, fine sand and 4cm gauge brick ballast in foundation complete in all respect. si no. 275 5 m -150 brick work with in 1:5 (one cement & five corse sand) mortar in foundation and plinth i as per s.i. no 305 (a). 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm k as per s.i. no.584(a). 7 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1as per s.i. no. 279(a). 8 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs asper pwd schedule item no 284 . 9 m.s. (tor steel or plain) in plain work such as r.c.c. or r.b. work. as per pwd schedule s.i. no. 504 10 construction of granular sub base by providing well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment 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. grade-i 11 construction of un- reinforced cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 in pavement complete in all respect as pernew item no. 9(1) 12 s/f information/sign board i/c all comp. at site.

Government Departments

TRN :49020962 | 21 May, 2025

Tender Value : 10.31 Lacs

Agra - Uttar Pradesh

Tender for tender for hariparvat zone, room no. 28, jageshwar nagar, from saurabh house to hubbalal temple, drain repair and road improvement work by interlocking tiles and cc on the side track. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge. 2 earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by engineer-in-charge: all kinds of soil. 3 by machenical transport including loading, unloading and stacking of earth (upto 10 km) 4 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement: 4 coarse sand) 5 cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 6 1:5:10 (1 cement: 5 coarse sand (zone-iii) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) 7 providing and laying design mix cement concrete of m-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy m.s. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineerin-charge (item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). cement concrete manufactured in automatic batching plant (rmc plant) including transportation to site in transit mixer 8 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 53 mm to 22.4 mm size stone aggregate 9 supplying and stacking at site. red bajri 10 laying, spreading and compacting stone aggregate of specified sizes to wbm specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 11 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 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand 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. 80 mm thick c.c. paver block of m-35 grade with approved colour design and pattern 12 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13 raising & re-fixing of manhole including all material labor t&p etc. all complete. 14 supply & fixing of r.c.c. manhole frame and cover including all complete. 15 r.c.c. precast slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. 16 supply and fixing of r.c.c. slab as per direction of engineer-in-charge etc. all complete. 17 supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. 18 sub total (a) 19 add / deduction for estimate figure amount match

State Government

TRN :49020994 | 17 May, 2025

Tender Value : 0

Karwar - Karnataka

Tender for supply & installation of various hospital necessities items and instruments - wheel chair non fold fully ss cushion,washing machine,wall mounted oxygen flow meter with humidifier,ventilator batteries (drager savina 300 compatible),thermometer manual,stretcher trolley fully ss with side railings & oxygen trolley,steel instrument trolley (55 lx40wx 76h),stainless steel instrument (14x10),sponge holder kwr,spo2 probes pediatric (drager monitor make/ compatible),spo2 probes neonatal (drager monitor make/ compatible),spo2 probes neonatal (comen monitor make/ compatible),spo2 probes neonatal (bpl monitor make/ compatible),spo2 probes adult (g3d monitor make/ compatible),spo2 probes adult (drager monitor make/ compatible),spo2 probes adult (comen monitor make/ compatible),speculam,skin temperature probes (zeal make/compatible baby warmer),skin temperature probes (phoenix make/compatible baby warmer),skin temperature probes (neokraft make/compatible baby warmer),scissor keeping tray,s.s. bin (small) 9x9,s.s. bin (medium) 11x9,s.s. bin (big) 15x12,s.s instrument tray (9x6),s.s instrument tray (8x6),s.s instrument tray (18x12),s.s instrument tray (15x12),s.s instrument tray (14x10),s.s instrument tray (12x10),resuscitation kit pediatric,resuscitation kit neonatal,resuscitation kit adult,pediatric ambu bag 750 ml,pediatric ambu bag 500 ml,patient monitor bp cuffs pediatric (drager monitor compatible),patient monitor bp cuffs neonatal (drager monitor compatible),patient monitor bp cuffs neonatal (comen monitor compatible),patient monitor bp cuffs neonatal (bpl monitor compatible),patient monitor bp cuffs adult (g3d monitor make/compatible),patient monitor bp cuffs adult (drager monitor compatible),patient monitor bp cuffs adult (comen monitor compatible),oxygen trolley jumbo fully ss,oxygen sensor (accutronic make/compatible, fabian hfo pediatric/ neonatal ventilator,oxygen flow meteres for jumbo cylinders dual gauge,oxygen flow meteres for baby cylinders single gauge,neonatal flow sensor (drager ventilator/ compatible),neonatal flow sensor (accutronic make/compatible fabian hfo pediatric / neonatal ventilator),neonatal ambu bag 250 ml,needle holder,medicine trolley full ss with alcon drawers size 30l x15w x36h,medical examination light led,locker (bedside),laryngoscopes kwr,laryngoscope bulbs kwr,kidney tray kwr,kellys forceps,instrument air dryer,incentive spirometry,hand air dryer,four (4) bucket dust bin system with trolley,flow sensor internal (pm care ventilator/ compatible),extension board heavy duty cable 10 meter wire,etco2 sensors (drager vista 120s 7 para monitor make/ compatible),equipment trolley,episiotomy scissor,ecg leads (drager make/compatible),digital baby & paediatric weight and height scale machine,delivery sheet,crash cart fully ss,cord cutting scissor,chittal forceps jar,cautery machine silicon patient plates and monopolar electrodes (caudra make),cautery machine silicon patient plates and monopolar electrodes (bosch india make),cautery machine silicon patient plates and monopolar electrodes (alan make),bp bladder with cuff pediatric (manual),bp bladder with cuff neonatal (manual),bp apparatus spindle/steel valve (manual),bp apparatus bulb (manual),bp apparatus (manual),bedside stool full ss,autoclave coil 9kv,autoclave coil 3kv,anterior vaginal wall,ampule cutter,adult weighing machine analog,adult flow sensor external (pm care ventilator/ compatible),adult flow sensor (drager ventilator/ compatible),adult ambu bag 1000 ml

Local Bodies

TRN :49021244 | 01 Jan, 0001

Tender Value : 0

Solan - Himachal Pradesh

Tender for tender for supply of 1. mines sand fine, medium and coarse, crusher sand (per foot) 2. gravel/rodi crusher 10-15-20- 40 mm (per foot) 3. gutka 4. boulder soling (per foot) 5. dressing and broken stone (per piece) / stone broken per piece and local purchase 6. shuttering per sqft/m/per day 7. jcb machine soft hard cutting (per hour) 8. brick 1st, 2nd class (per piece) 9. plastic pipe 3 to 6 inch for dirty/rain water drain, and pvc fittings-per eft 10. drinking water gi/pvc pipe 15-4 inch, of every quality and fitting material 10. inter lock tile 40-60-80 mm, length width with grade (isi mark is mandatory), other tiles floor/wall, wheel marble etc. 14. iron bars 8 to 18 mm, angle-channel iron, sheet/sheets, shuttering of iron and wood etc. 11. wooden, iron/aluminium door, window etc. 12. pulley pipe 13. cement dumping per bag from dharmapur-kano to each ward gram panchayat 14. steel fabrication/welding work (per kg/eft. painting & writing public information board, salogan etc. 15. repair solar light and unit solar led system change 16. fruit bearing and other plants per plant 17. cement dumping per bag from dharmapur sapath road to panchayat house 18. other construction material for various development work

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat 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 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg bitumen or emulsion 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

State Government

TRN :49022950 | 15 May, 2025

Tender Value : 38.84 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for tender for providing and fixing of water supply in affordables houses sector 22 d ,(group h i),yea. wc-02 - providing & fixing chlorinated polyvinyl chloride cpvc pipes having thermal stability for hot and cold water supply including all cpvc plane and brass threated fittings, i/e fixing the pipe with clamps at 1 mtr spacing. this including jointing of pipes and fitting with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. concealed work, including cutting chase and making good the walls etc 20mm nominal outer dia pipes ar/sor 2020/uppwd item 18.8.2 2 providing and fixing ppr unions 20mm dia dar-18/18.6a.1 3 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) up pwd sor 2020/dar-18/15.2.1 4 cement concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (uppwd/sor-2020/279(a)) 5 providing & fixing gun metal gate valve with c.i. wheel of approved quality (screwed end) 20 mm nominal bore 18.17.2

Government Departments

TRN :49024029 | 21 May, 2025

Tender Value : 30.30 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road chamir saraiya se pure rammu tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49024051 | 21 May, 2025

Tender Value : 80.09 Lacs

Allahabad - Uttar Pradesh

Tender for tender for link road kithawar market to basti hote hue primary school tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 excavation in foundation in ordinary soil 7 concrete in 1:6:12 in foundation 8 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 9 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 10 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 11 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 12 s/f of 350 mm dia hume pipe 13 s/f of reflectivesign board,etc 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 17 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

Government Departments

TRN :49024100 | 21 May, 2025

Tender Value : 48.96 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road sadwa chandika ke gram sabha chatarpur khanderi to raghna hote hue mishran tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 7 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 8 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 9 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 10 s/f of 350 mm dia hume pipe 11 s/f of reflectivesign board,etc 12 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 13 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

Government Departments

TRN :49026423 | 01 Jan, 0001

Tender Value : 0

Hazira - Gujarat

Tender for tender for structure dismentaling work at pwh_crm1 2000167357 10 10 10 dismantling of structure 200 to email : hitesh.prajapati@amns.in contact : name : hitesh prajapati item details : * scope of work for vendor: -dismantling existing structures as per requirement. -tools, tackles, grinding m/c etc. -supply of manpower with proper ppes -welding m/c, cutting set, cylinders. -consumables like welding electrodes, grinding wheels. -supervisor in contractor scope -job to be done as per instructions by line in-charge only. * scope of work- amns:- - essentials like electricity, water etc. - crane and hydra will be provided if required. - scaffolding or man lifter will be provided if required. - vehicle will be provided for scrap loading and disposal work. - specific penalty for safety violation and non-performance by vendor. specific penalty for nonperformance by vendor and must be cardinally measured. amns safety rule and regulation as per company policy: • all the persons working at height for exhaust pipe dismantling job should be healthy and medically fit and must be certified by the hospital(cnh). • all the workers have authorized work at height valid pass. • work should be started only after taking authorized work permit. • toolbox talk must be delivery before starting the job on daily basic. • use certified portable hand electric machine. • use certified lifting tools <(>&<)> tackles <(>&<)> it should be check before every use. • the person who is working at height should wear certified double lanyard full body harness (safety belt) <(>&<)> locked safety belt (both clamp) with lifeline. anchoring point must be check before every use. • use only certified two lanyards connected in a y configuration, which allows one lanyard to be attached to an anchor point while the second lanyard is being moved to a new anchor point, thus providing protection from falls at all times. • ensure that all persons are wearing safety helmet, safety shoe, safety goggles, face shield and cut resistance hand gloves, full body shock absorber double lanyard safety harness (for jobs above 4 metre height) / for job bellow 4 metre height full body double lanyard safety harness without shock absorber to be used. • work should be carried out in close supervision of competent supervisor. • the working at height job should be allowed in daytime only • while handling or shifting job of dismantle exhaust pipes with crane ensure that certified lifting belt are used <(>&<)> check the belt condition before every use. ensure exhaust pipes are lift in horizontal balance load condition <(>&<)> ensure guide rope are properly tied with bundles. • while fabrication activity ensure crane movement. crane movement must be restricted at working area when ever needed <(>&<)> for that working area must be barricade with danger tape <(>&<)> also manual stopper to be provided on both side of crane rail track minimum 8 meter away from page 2 of 2 arcelormittal nippon steel india pvt ltd am/ns hazira plant 27th km, surat-hazira road,,hazira,394270,gujarat,india gstin 24aaace1741p1zn pan aaace1741p cin u27100gj1976ftc013787 request for quotation number 6000133471 date 05.05.2025 submission date 13.05.2025 coll req no amns deals with oems directly. we are very well equipped in every way to import / buy our goods directly from oems from any part of the world in a professional manner. we also use the vast global networks of our parent companies where necessary. we do not welcome any contact from intermediaries or indian agents of vendors. we assure all oems that you do not need to engage anyone to manage your transactions with us.kindly respond to our rfqs and deal with our officials directly without involving any agents or intermediaries. offers of vendors who insist on involving intermediaries in dealings with us could be disqualified. contact for this rfq mr. venkat sai taneeru contact email venkat.taneeru@amns.in materials / services please acknowledge receipt of the rfq and provide your best quote for below given rfq details. sr. no pr no. pr item rfq item services for line item quantity uom technical details other details working area. • while fabrication activity near dsl side, ensure dsl power supply must be cut off <(>&<)> for that lototo must be taken for isolation of dsl power supply. • while fabrication activity ensure that ground area should be barricade with danger tape to avoid unauthorized entry in work area • while scaffolding needed for work ensure that it must be certified <(>&<)> also ensure crane movement <(>&<)> if required crane movement must be restricted at scaffolding area. • the working area need to be cleaned to avoid the slipping hazards. • ensure gas cutting spark should not be fall on any electrical wires, trench cover <(>&<)> on any flammable material for that all wires /trench cover must be cover with fire blanket <(>&<)> all flammable materials should be removed from work area before starting the job. • ensure highly flammable material should not be store near working area <(>&<)> if any it should be removed immediately before starting the job. • always carry fe near workplace. • never transport cylinders with regulators and hose attached unless a proper trolley or carrier is used with locking chains. • ensure loose cylinder should not be kept at shop floor. • no oxygen or acetylene gas shall be used for pressure testing purpose. • no oxygen or acetylene gas shall be used for cleaning purposes. • always use red hose for acetylene and blue / black for oxygen, be careful to see they are never interchange. sop no:- amnsil/crm/pwh/19/sop/05 hirac no:- amnsil/crm/pwh/16.7/hirac/39

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