Latest drum mix plant repair Tenders | Government drum mix plant repair Tenders

CTN :39387314

25 Feb, 2025 10.00 Crore

Muzaffarpur - Bihar

Tender For rrsmp-24-25 muzaffarpur east -1 -01 - t02 - bargaw to shankarpur, 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, scarifying 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 and earthen shoulders :-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 clause 303.1., 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 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., wbm grading 3 (by mechanical means ) :- 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 clause 405., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- 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., bituminous macadam -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., tack coat :- 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., semi-dense bituminous concrete :- 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 p

CTN :39387315

25 Feb, 2025 25.82 Crore

Muzaffarpur - Bihar

Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), 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, scarifying 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., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., construction of subgrade and earthen shoulders :-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 clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, 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 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., wbm grading 3 (by mechanical means ) :- 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 clause 405., 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- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- 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., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci

State Government

CTN :39287615

24 Feb, 2025 5.89 Lacs

Chandauli - Uttar Pradesh

Tender For corrigendum : khor marg se rajbhar basti sampark marg - providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density grading-3 as per technical specification clause 405.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)

State Government

CTN :39287720

24 Feb, 2025 4.13 Lacs

Chandauli - Uttar Pradesh

Tender For corrigendum : kori basaratia se jalalpur hundaraha marg - providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes(22.4-53mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density grading-3 as per technical specification clause 405.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)

State Government

CTN :39287735

24 Feb, 2025 4.12 Lacs

Chandauli - Uttar Pradesh

Tender For corrigendum : hamidpur konia muslim basti - providing and applying tack coat with bitumen (vg-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom and air compresser as per technical specification clause 503 (including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen vg-10 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 three wheel static roller 80-100 kn capacity ,finished to required level and grades to be follwed by seal coat of type -c as per technical specification clause 508.(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst), providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510(including labour material t&p etc. complete as per direction of e/i & also including all taxes. labour cess but excluding gst)

CTN :39319919

06 Mar, 2025 NA

Goa - Goa

Tender For camc of qty twenty four machineries and ndt equipments at component repair shop - upstroke hydraulic press with hyd tank and motor pt no indimech hydraulic press sl no 7193 , extruder with machine pt no indimech extruder sl no nayg crs ewm 01 , rubber mixing machine pt no indexpell rubber mixer sl no nayg crs rmm 02 , stand for test acceptance of air system unit pt no c 3757 ue 82 sl no 01 , stand for test gen purpose hydraulic rig pt no c 3390ue 82 sl no 02 , stand for test fuel rig pt no c 3869mue 82 sl no 03 , hydraulic callibration set pt no 63b 0001na sl no 512 , pneumatic calibration set pt no 63b 0001na sl no 513 , climatic chamber minus 40 degree to 20 degree pt no climatic chember minus 40 deg sl no nayg crs cc 03 , charging unit of fire extinguisher system pt no zssp sl no 1 , sonic bond master 1000 multimode with accessories pt no 9020342 reve sl no 1000c12465079107 , ultrasonic plant pt no uzu 2 kor u sl no 169 , ultrasonic filter cleaning rig pt no uc 500w sl no 10541 , magnetic particle flaw detector pt no ferro test gwh 15 sl no 1548752 , bond testing flaw detector pt no bond master 600 sl no 60002161046 , ultrasonic flaw detector pt no epoch 650 sl no 160164102 , eddy current flaw detector pt no nortech 600 sl no 60002161072 , ultrasonic thickness meter pt no 38 dl plus sl no 161265703 , high pressure compressor pt no revell tc3 1 by 2 mk 7 compressor sl no nayg crs hpc 04 , electronic weighing machine capacity 300 kgs pt no ds 415 sl no g415028098 , oven rane 0 degree celceius to minus 300 degree celceius pt no oven 330 deg sl no nayg crs oven 05 , tu hydraulic trolley tu0014 sl no 001 , installation set for checking and pressing hp vessels pt no upos 1 sl no 28 1018107 1 , halon gas filling system pt no jj 2023 point 02 sl no lf 57

State Government

CTN :39230408

21 Feb, 2025 47.20 Lacs

Jaipur - Rajasthan

Tender For package-15 - earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level.depth upto 1.5 m, providing, laying, spreading and compacting of granular sub-base by providing close graded material (table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.grading - iii material, providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion., providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, 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 in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to linesand grades complete as per drawing and as per clause 602, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m-20 -base of drain work, reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and binding all complete.mild steel and medium tensile steel bars., centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete.

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