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Coarse Aggregate Tenders

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State Government

CTN :45719782 Due date: 04 Jul, 202604 Jul, 2026 NA
Tender For supply of materials for mgnrega works - supply of materials, earth, coal (steam), carriage of tar bitumen, bitumen vg-30, bitumen emulsion, stone screening type a (13.2 mm), stone screening type b (11.2mm), stone screening type a (13.2 mm), coarse sand, stone aggregate(single size): 06 mm nominal size, grade 1 stone metal 63 mm to 45 mm, 1st class picked jhama bricks(traditional), 1st class bricks, coarse sand, stone boulder ( 225mm-150mm ), coloured inter locking c.c. paver block, fine sand, silver sand, portland cement, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 10 mm nominal size, loading unloading & stacking sand/ stone aggregate (less than 40mm nominal size), stone aggregate(single size): 40 mm nominal size, precast cement concrete blocks (nominal mix. 1:1.5:3 with 20 mm down coarse aggregate including supplying at site, laying and finishing the top surface with 1:3 cement mortar), medium sand, udaypur marble slab ( for floor, lobby etc) 18 mm thick of size 0.3 sq m to 0.6 sq m, chawk dungri marble slab ( for floor, lobby etc) 18 mm thick of size 0.3 sq m to 0.6 sq m, udaypur marble slab ( for wall/dado) 18 mm thick of size 0.3 sq m to 0.6 sq m, chawk dungri marble slab ( for wall/dado) 18 mm thick of size 0.3 sq m to 0.6 sq m, ceramic glazed tiles ist quality 300 x 300 mm in all shades and designs of white, ivory, grey, fume red brown etc., rectified - ceramic glazed tiles ist quality 300 x 300 mm or more in all shades designs white, ivory, grey, fume red brown etc, vitrified floor tile 60x60 cm, precast chequered cement tiles 22 mm thick dark shade using ordinary cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), water tanker 5000 ltr. capacity, r.c.c. pipes np2 class 300 mm dia, r.c.c. pipes np2 class 450 mm dia, rcc pipe 600 mm dia np- 3 spigot, carriage of r.c.c. pipes 600,700,750 & 800 mm dia, loading, unloading & stacking by manual means (r.c.c. pipes , c.i. pipes and unreinforced cement pipes) 600, 700, 750 & 800 mm dia, rcc pipe 900 mm dia np - 3 spigot, carriage of r.c.c. pipes 900 mm dia, loading, unloading & stacking by manual means (r.c.c. pipes , c.i. pipes and unreinforced cement pipes) 900 mm dia, empty gunny bag, bamboo (8cm-10cm dia) including fixing, nail, sal bullah (7.5cm -10cm dia), eucalyptus bullah (7.5cm -10cm dia), sal bullah (12.5cm -15cm dia), sal bullah (17.5cm -20cm dia), eucalyptus bullah (7.5cm -10cm dia), eucalyptus bullah (12.5cm -15cm dia), eucalyptus bullah (17.5cm -20cm dia), sausage wire net, galvanised steel corrugated sheets, galvanised steel bolts & nuts 6 mm dia and 25 mm long round head with slots, galvanised steel j or l hooks 8 mm dia, false ceiling (with 4mm thick pearl designer fibre cement board), supplying, fitting & fixing asbestos corrugated sheet(6 mm thick), supplying, fitting & fixing asbestos ridging, supplying, fitting & fixing zn-al alloy steel sheet work in roof, supplying, fitting & fixing aluminium sheet ridging, fitting and fixing glass reinforced polyester translucent fiber glass sheet, fitting and fixing glass reinforced polyester translucent ridging, fitting & fixing circular corrugated aluminium sheet, tor steel rods/hysd bars/tmt bars(jsw/jspl/shyam/srmb/bmasl/elecrosteel/ssl)(fe415/fe500/fe500d conforms to is: 1786), tor steel rods/hysd bars/tmt bars (other than sail/tata/rinl/jsw/jspl/shyam/srmb/bmasl/elecrosteel/ssl)(fe415/fe500/fe500d conforms to is: 1786), brick aggregate (single size):40 mm nominal size, moorum, stone aggregate(single size):63 mm nominal size, river bed material, geotextile 120 gram per sqm membrane, hire charges of shuttering plank (25mm-30mm thick) with prop including all fittings, hire charges of shuttering plank (25mm-30mm thick) without prop including all fittings, hire charges of shuttering plank (above 30mm-37mm thick) with prop including all fittings, thermocol 12.5 mm thick., polythene sheet (150 gm

CTN :45618017 Due date: 02 Jul, 202602 Jul, 2026 NA
Tender For bid to ras supply of cement opc 43 grade packed in hdpe bag each 50 kg under job no 2423 cow as per list att , coarse sand free from vegetation , coarse aggregate 40mm graded , stone boulder 9 inch to 12 inch , pvc pipes 75mm each 3 mtr long make prince finolex supreme

CTN :45618222 Due date: 02 Jul, 202602 Jul, 2026 NA
Tender For bid to ras supply of cement opc 43 grade packed in hdpe bag each 50 kg under job no 2422 cow as per list att , coarse sand free from vegetation , coarse aggregate 20mm graded , coarse aggregate 40mm graded , hardcore 63 90 mm graded , bituminous joint filling comound grade b conforming to is , water proofing compound confirming to is

CTN :45720703 Due date: 30 Jul, 202630 Jul, 2026 2.00 Crore
Tender For inviting rates of different items for construction of diffrent type of work as per demand on cm help line or ward parsad or public - supply of handpump material 2026-27, excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per section-300 of the specifications.item no nvi-3.12, construction of embankment/sub-grade/earthen shoulders with material obtained from other sources, as per provisions of section 305 of the specifications, with approved materials/soil confirming to requirements given in table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in table 301 2 of the specifications complete.item no nvi-3.12, construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at omc and compacting with vibratory roller of 80-100 kn static weight to achieve the desired density, including all lifts and lead complete in all respect as per section-400 of the specifications.by mix in place method item no nvi -4.1.1.1, construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of the specifications, 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 a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per section 601 of specifications.item no nvi- 6.1.1, providing and laying cement concrete grade m-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).item no nvi-6.4, construction of dowel jointed, plain cement concrete pavement in m-30 grade concrete over a prepared sub base with 43 or higher 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 with electronic sensor spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per irc:15 and as per section-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.item no nvi-6.2.1, earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.disposed earth to be levelled and neatly dressed.all kinds of soil item no nii 2.6.1, demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of engineer-in-charge.1:3:6 or richer mixitem no nii

CTN :45566809 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For corrigendum : supply of ordinary portland cement (v3) confirming to is 269 (q3) , coarse aggregate (v2) conforming to is 383 (q3) , filter sand (q3)

State Government

CTN :45705912 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,manhole chambers providing and fixing sfrc manhole covers and frames marked with is: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the engineer-in-charge. 1. type:- extra heavy duty set (ehd-35) 560mm clear opening, 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 up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soil ,demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size) .,steel reinforcement steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level note: reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. thermo-mechanically treated bars of grade fe-500d or more,brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 1. cement mortar 1:4 (1 cement : 4 coarse sand)

State Government

CTN :45705821 Due date: 30 Jun, 202630 Jun, 2026 NA
Tender For providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with is : 5382 and testing of spigot and socketted rcc, np2 marked with is : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the engineer - in -charge. 4. 350 mm i/d ,`jointing plain and reinforced concrete pipes and specials of all classes in trenches using collar joints jointed with 1:1 cement sand mortar nearly dry heavily caulked into joints and with end dowels filled with 1:1 cement sand mortar including facing trowelling and finishing the joints at an angle of 45 degrees with faces of collars keeping joints wet till curved testing the drain lines for leakage and making good all leakage and defects as laid down in the contract specifications complete with two spigot ends jointed to collar and internal diameter of sewer pipe or special , 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 up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soil ,cement concrete (cast in situ) providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 3. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 40 mm nominal size),brick work brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. cement mortar 1:6 (1 cement : 6 coarse sand), cement plaster (in fine sand) 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)

CTN :45716424 Due date: 09 Jul, 202609 Jul, 2026 NA
Tender For supply of provn of frp shelter , cement of 43 grade opc , river sand coarse , aggregate 10 to 20mm graded , aggregate 20 to 40mm graded , hard core for soling

CTN :45513029 Due date: 30 Jun, 202630 Jun, 2026 2.86 Lacs
Tender For bid to ras supply of ordinary portland cement,coarse sand stone,coarse aggregate,synthetic enamel paint,thinner,ppgi roof gidge,painting brush,distemper oil emulsion,app water proofing,led batten surface,pvc sheathed unarmoured,pvc switch board,switch socket combination,pvc switch paino,ceiling fan 1200mm,pvc switch socket,pvc switch socket,synthetic enamel paint,acrylic sheet,mild steel corrugated,mcb 32 amp sp

CTN :45513465 Due date: 30 Jun, 202630 Jun, 2026 9.44 Lacs
Tender For bid to ras bid to ras portland pozzolana cement , coarse sand , coarse aggregate , bricks sub , self tapping screws , ms square , hdpe sand , plywood commercial , app water , ceiling fan , synthetic enamel paint , pvc sheathed , thinner , distemper oil , painting brush 100mm , painting brush 75mm , pvc elbow 110mm , pvc elbow 75mm , pvc socket 110mm , ppr socket 20mm , ppr socket 25mm , ppr tee 25mm , ppr reducer , wooden scatling , nails 1 inch , hinges for , aldrop comp , ppgi sheet , self tapping screw , mild steel round , change over switch , pvc insulated , four layer hdpe , led tube , led bulb , ppr pipe , ppr elbow 25mm , ppr elbow 20mm , male threated socket , female threated socket , binding wire , non skid , metal cutter disc , metal cutting disc , welding rod , mild steel , acrylic sheet , male threated elbow , female threated elbow , pvc nahani trap , plastic tarpaulin , pvc waste , hand gloves
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