Get complete information related to latest Bituminous Emulsion Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Bituminous Emulsion Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Bituminous Emulsion Tenders.
Tender For supply of materials - stone aggregate(single size):40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size):10 mm nominal size, quarry waste, coarse sand (zone lll), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), wallform panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip, mild steel tubes hot finished welded type, red oxide zinc chromate primer, welding by electric plant, wire nails, galvanized wire mesh of average width of aperture 1.4 and nominal dia of wire 0.63mm, 200 mm aluminium aldrop, epoxy paint, gi plain washer thick, bitumen washer, galvanized steel j or l hook 8 mm dia, precoated galvanized iron profile sheet 0.050mm clt, paving block - inter lock 80mm thick m -30, fine sand, single clip, m.s tube 40 mm dia
Tender For supply of material for mgnrega - supply of materials, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate 10 mm nominal size, stone aggregate (single size ) 50mm nominal sise, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), stone for masonry work, through and bond stone size 24 x 24 x 39cm, stone aggregate(single size): 10 mm nominal size, solid blocks of size 40x20x20cm, solid blocks of size 30x20x15cm, twisted steel/deformed bars, royality of good earth, pvc tee 63x63x63mm dia, structural steel such as tees, angles, channels and r.s. joists, red oxide zinc chromate primer, second class kail wood in planks, second class kail wood in scantling, hollock ballies 125 mm diameter, safeda ballies 125 mm diameter, mild steel sheets for tanks, quarry waste, mangalore tile 20mm thick, mangalore ridge tile 20mm thick, pvc elbow 63mm dia, fine sand (zone iv), pvc bend 63mm dia, vitrified floor tile 50x50 cm, ceramic glazed tiles ist quality minimum thickness 5 mm in all colours shades and designs except burgundy, bottle green black, vitreous china orrisa type w.c. pan size 580 mm, flushing cistern p.v.c. 10 lts capacity (low level) (white) (with fittings, accessories and flush pipe), 100 mm s.c.i. trap with vent heel, vitreous china flat back wash basin 550x400 mm, 15 mm c.p.brass tap, c.p. brass waste 32 mm, c.i. bracket for wash basin and sinks, pvc pipe 40 mm outer dia 10kgf/cm2, pvc pipe 75 mm outer dia 6kgf/cm3, pvc pipe 110 mm outer dia. 4kgf/cm2, pvc reducer 63x50mm, galvanised weir mesh of average width of aperture 1.4 and nominal dia.of wire 0.63mm, deharadun white lime, green net, dry distemper, water proofing cement paint, synthetic enamel paint in black or chocolate shade, precoated galvanised steel plain ridge, mild steel round bar 12 mm dia and below, welding by electric plant, polyethylene water storage tank with cover and suitable locking arrangemnet, average rate of mild steel round bars for reinforcements, stone aggregate(single size): 06 mm nominal size, interlocking c.c. paver block (80 mm thick, m-30), pvc pipe 63 mm outer dia . 6kgf/cm2, galvanised steel j or l hooks 8 mm dia, bitumen washer, pvc socket /coupling 63mm dia, precoated aluminium trafford sheet 0.350mm thick, precoated aluminium trafford sheet 0.450mm thick, brick tile, rate of casting ring (150 cm dia and 30cm height ) including costing transportion and placing in position, rate of casting ring (120 cm dia and 30cm height ) including costing transportion and placing in position, anjali wood scantles 50x20 mm, pincode wood scantles 50x20 mm, polyethylene bag, cowdung, brick, adjustable telescopic prop 3m, beam clamp 300-380mm, plastic emulsion paint, stainless steel kitchen sink- without drain board 470*420 mm bowl depth 178mm, ceramic glazed tiles ist 300x300 mm in all shades and designs of white, ivory,grey, fume red brown etc.
Tender For supply of materials for various works under mgnregs for a period of 6 months - stone aggregate (single size): 40mm nominal size, stone aggregate (single size): 20mm nominal size, stone aggregate (single size): 10mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator(needle type 40 mm), stone for masonry work, mild steel tubes hot finished welded type, with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works, welding by electric plant, galvanised wire mesh of average width of aperture 1.4 and nominal dia. of wire 0.63 mm, wire nails, 200 mm aluminium aldrop, red oxide zinc chromate primer, epoxy paint, gi trafford profile sheet 0.35 mm thick, bitumen washer, g.i limpet washer, galvanised steel j or l hooks 8 mm dia, galvanised steel bolts & nuts 6 mm dia and 25 mm long round head with slots
Tender For supply materials for mgnregs works in 18 wards - mini mcf, road, footpath, stone aggregate (40 mm), stone aggregate (20 mm), coarse sand- zone iii (m - sand), portland cement, m s tube, red oxide zinchromate primer, welding by electric plant, gi trafford sheet (0.35mmthick), bitumen washer, gi limpest waher, galvanised steel j or l hooks 80 mm, galvanised steel nuts & bolts 6mm dia and 25 mm long round head, galvanised wire mesh of average width of aperture 1.4 and nominal dia .of wire 0.63 mm, wire nails, epoxy paint, interlock cc paver block (80 mm thick), stone aggregate 6 mm, stone aggregate 20 mm, stone aggregate 10 mm, coarse sand- zone iii (m - sand), portland cement
Tender For supply of materials to various nregs (non agriculture)works in pariyaramgramapanchayat - supply of materials to various nregs (non agriculture) works in pariyaram grama panchayat, quarry waste, stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 10 mm nominal size, coarse sand (zone iii), portland cement, wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia, twisted steel/deformed bars, solid blocks of size 30x20x15cm, coarse sand, g.i pipes 50 mm dia, g.i. pipes 40 mm dia, red oxide zinc chromate primer, welding by electric plant, galvanised wire mesh of average width of aperture 1.4 and nominal dia. of wire 0.63 mm, wire nails, gi trafford profile sheet 0.35mm thick, bitumen washer, g.i limpet washer, galvanised steel j or l hooks 8 mm dia, galvanised steel bolts & nuts 6 mm dia and 25 mm long round head with slots, 200 mm aluminium aldrop, synthetic enamel paint in black or chocolate shade
Tender For supply of materials at work sites - mgnregs - stone aggregate 40 mm nominal size, stone aggregate 20 mm nominal size, stone aggregate 10 mm nominal size, coarse sand zone 3, portland cement, wall form panel 1250*500 mm, corner angel 45*45*5mm 1.50m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, quarry waste, m s tube 40 mm dia, twisted steel or deformed bars, interlocking cc paver block (80 mm thick m-30), stone aggregate 06 mm nominal size, stone for masonary work, g.i pipes 50 mm dia, g.i pipes 40 mm dia, red oxide zinc chromate primer, welding by electric plant, galvanised wire mesh of average width of aperature 1.4 and nominal dia of wire 0.63 mm, wire nails, gi trafford profile sheet 0.35 mm thick, bitumen washer, stainless steel screws 50 mm, epoxy paint, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), through and bond stone size 24*24*39 cm, solid blocks of size 30*20*15 cm, pvc pipe 63 mm outer dia 4kgf/cm2, pvc bend 63 mm dia, fine sand (zone 4), bamboo 25 mm dia 2.5 m long
Tender For supply of different materials for mgnrega works - material supply, quarry waste, stone aggregate(single size):20mm normal size, stone aggregate(single size):10mm normal size, stone aggregate(single size):40mm normal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator(needle type 40mm), structural steel such as tees,angles,channels and r s joists, red oxide zinc chromate primer, sundries, galvanised wire mesh of average width of aperture 1.4 and nominal dia of wire 0.63 mm, wire nails, gi trafford profile sheet 0.35 mm thick, bitumen washer(50nos), stainless steel screws 50mm(50nos), sundries
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-02 3 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from veeralapatty - velur bt road km 0/0 - 1/060 (r 102)estimate amount : rs. 35.23 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/060, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/060, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/060, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/060, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/060, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipper trucks,paver finisher/9m
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-04 3 nos in oddanchatram block of dindigul district - name of the work : 1. strengthening of the road from vadamadurai - oddanchatram road to thippampatty km 0/0 - 1/550 (r 131)estimate amount : rs. 55.40 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -1/550, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -1/550, picking the existing worn - out wbm / bt surface using 5 - 10 cm thick including allcost andconveyance of all materials and all labour charges etc complete, km 0/0 -1/550, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -1/550, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -1/550, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -1/550, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roll
Tender For mudhalvarin grama salaigal membattu thittam mgsmt 2025-26 phase- i package no. tn05-06- 2 nos in oddanchatram block of dindigul district - name of the work : 1. upgradation of the road from k.keeranur - kallimandayam road to perumal karadu road. km 0/0 - 0/870 (r 439)estimate amount : rs. 30.37 lakhs, a. construction work clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp., km 0/0 -0/870, earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per ss20a, km 0/0 -0/870, providing and laying spreading and compacting graded stone aggregate to wet mix macadam(wmm) specification including premixing the material with water at omc in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete., km 0/0 -0/870, providing and laying of prime coat using emulsion at the rate of 7 kg per ten square meter over the wmm surface preparatory to another bituminous construction over it.. including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification., km 0/0 -0/870, providing and laying tack coat over wmm surface(treated with primer) using 2.5kg of bitumen emulsion rs-1 for 10sqm for preparatory to another bituminous construction over it including cost of bituminousemulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminousemulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminousemulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.., km 0/0 -0/870, bituminous concrete 25 mm thick using cmp (grade-ii) providing and laying bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of vg30/vg40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t cmp with bitumen boiler, tipp