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List of crushed-stone-aggregate Tenders

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

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corporations/Associations/Others

TRN :49023772 | 19 May, 2025

Tender Value : 33.58 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-09 renewal work with general repair by bc from patel nagar charaha to shadipur charaha. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 2 providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. clause 502 3 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 4 providing and laying dense graded bituminous macadam with higher capacityusing crushed aggregates of specified grading, premixed with bituminous binder vg-30 @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects. 5 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 6 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg30@ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rolers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects. 7 providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 the finished surface to be level, uniform andfree form streaks and holes.

Government Departments

TRN :49027850 | 21 May, 2025

Tender Value : 8.40 Lacs

Agra - Uttar Pradesh

Tender for tender for road work by hotmix in zone-1 chhata room no.68 noorie darwaza lady loyal hospital. - dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of engineer-in-charge. 2 supplying and stacking at site 53 mm to 22.4 mm size stone aggregate 3 supplying and stacking at site stone dust 4 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: using bitumen emulsion (minimum 50% bitumen content- rs grade conforming to is : 8887) 6 providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanicalbroomon bituminous surface @ 0.25kg/sqm 7 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 8 providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity 9 sub total 10 add/deduction rs. for estimate figure amount match 11 grand total

Government Departments

TRN :49028133 | 21 May, 2025

Tender Value : 7.73 Lacs

Agra - Uttar Pradesh

Tender for tender for zone-3 tajganj zone room no.-77 patch repair work by hotmix on the road of chamrauli pushp praful nagar and nikhil garden. - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber. applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 2 providing and applying primer coat with ssi grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (as per attached analysis) 3 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 4 providing and laying bituminous concrete (grading-11) 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 vg-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification sth revision clause no. 509 complete in all respects including cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. (20-chapter analysis rate) 5 banking excavated earth by mechanical /manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all kinds of soil. (chapter no.2 code-2.3 page no. 91) 6 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 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 etc all complete. (chapter no.4 dsr code-4.1.10 page-103) 7 providing and fixing pvc pipe conforming to 86.00 isi make working pressure 6 kg/cm including testing labour t&p etc. all complete. 140mm diameter. (chapter no.23 sl.no. 30(iv)) 8 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and rcc top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s.(non modular) bricks of class designation 7.5 (chapter no.18 dsr code-18.34.1 pg-286) 9 supply & fixing r.c.c menhole cover heavy duty size etc. all complete. (non scheduled) 10 sub total (a) 11 add/deduction rs. for estimate figure amount match 12 grand total

Local Bodies

TRN :49028253 | 15 May, 2025

Tender Value : 50.00 Lacs

Barmer - Rajasthan

Tender for supply of building material and equipment in gp barasan ps gudamalani-ghadla/kankar/jhajhra 2 mortar-soil/mud masala 3 lime from kali kiln for masonry work 4 cement 5 p.p.c. 6 white cement 7 fine aggregate 8 sand/gravel 9 fly ash 10 surkhi 11 stone dust (in masonry work) 12 ballast of stone/brick (for other than road work) 13 stone 40mm measured (grit broken by hand) (cut voids 1/11) 14 stone 40mm grit (broken by crusher) (cut voids 1/11) 15 stone 20mm grit (broken by crusher) 16 stone 12/10/6mm grit (broken by crusher) 17 brick ballast 18 material for road work (including 5 km lead) 19 63-40 mm stone crushed stone gravel (cut voids 1/11) 20 63-40 mm hand broken stone aggregate(cut voids 1/11) 21 90-45 mm. hand broken stone aggregate(cut voids 1/11) 22 quarry rubbish(cut voids 1/6) 23 gravel(cut voids 1/6) 24 kankar(cut voids 1/6) 25 binding material (pi 4-6)(cut voids 1/6) 26 brick (22.5 x 11 x 7.50 cm) 27 first class (i st class) 28 second class (ii class) 29 soling/ kharanja/ masonry stone 30 masonry beradda (rr) 31 masonry radda (cr) 32 kharanja soling (for flooring work upto 15cm height) 33 kharanja soling (for road/ kharanja work upto 23cm height) 34 jodhpuri type stone strips/arches/cuts (length 2-3, width 10-12,thickness 2.5-3.5) 35 stone chips (flaky material)(3-4 thick & length and width 1-2) 36 sandstone(dpc,sill,coping,lintel,tand,almirha etc) 37 upto 25mm thickness 38 upto 25-40mm thickness 39 upto 40-50mm thickness 40 upto 50-75mm thickness 41 upto 75-100mm thickness 42 upto 100-150mm thickness 43 flooring / patti pattan katla stone 44 flooring katla upto 35mm thick, min. 3 sqft or more area 45 patti pattan katla 60-75mm thickness, min. 3 sqft or more area 46 unpolished rough kota stone 47 900 sq. cm 48 upto 901 to 2300 sq. cm. 49 above 2300 sq. cm. 50 polished kota stone(one side polished) 51 upto 900 sq. cm. 52 upto 901 to 2300 sq. cm. 53 above 2300 sq. cm. 54 marble stone(makrana adanga 20mm thick) 55 upto 900 sq. cm. 56 upto 901 to 2300 sq. cm. 57 above 2300 sq. cm. 58 marble chips 59 marble powder 60 marble stone(rajnagar ii quality/local 20mm thick) 61 upto 900 sq. cm. 62 upto 901 to 2300 sq. cm. 63 above 2300 sq. cm. 64 stone frame 65 single paitaam size 100 x 75 mm. 66 double pattam size 125 x 75 mm. 67 stone plates 68 up to 1.5 m length, minimum 40mm thick 69 1.5 m to 2.40 m length, minimum 50mm thick 70 2.4 m to 3.0 m length, minimum 65mm thick 71 above 3.0 m length, minimum 75mm thick 73 glazed size-30x45 cm 74 mosaic size-40mm thick 75 vitrified size-60x60 cm 76 interlock tiles/brick/block for road work 77 cement interlocking block m-30grade, 60mm thick 78 cement interlocking block m-30grade, 80mm thick 79 cement interlocking block m-30grade, 100mm thick 80 fr pvc insulated copper conductor single core cable isi marked 81 1.50 sq. mm. 82 2.50 sq. mm. 83 0.50 sq. mm. 84 1.00 sq. mm. 85 4.00 sq. mm. 86 6.00 sq. mm. 87 local wood with fittings (for doors, windows and furniture) 88 mango 89 acacia 90 others 91 factory made doors (30mm thick, solid core single leaf) 92 structural steel 93 iron (tor steel fe 415/500 for reinforcement) 94 winding wire 18 gauge 95 iron girders 96 conical iron/ square bars/ leaf/ angle iron 97 barbed iron wire (size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage 98 mesh 99 iron mesh (24 gauge, 14 mesh) 100 cement concrete mesh akash patal 40mm thick 101 glass 102 3mm thick glass 103 colour paint 104 enamel paint 105 distemper (water bound) 106 lime - for whitewashing (aras / kali) 107 primer (for iron / wood) 108 petroleum products 109 diesel hsd 110 movil oil 111 bitumen shalitex board (25 mm thick) 112 plain sheet 113 g.i. sheet 22 gauge (0.80 mm) 114 g.i. sheet 24 gauge (0.63 mm) 115 m.s. sheet 22 gauge (0.80 mm) 116 m.s. sheet 24 gauge (0.63 mm) 117 corrugated sheet 118 g.i. sheet 1 mm thick 119 gi sheet 22 gauge(0.80 m.m.) 120 asbestos cement sheet 6mm(2.5/2.75x1m) 121 other sheets 122 pvc sheet 1mm thick (coloured/plain) 123 green yellow literof expo sheet(183x90) 124 pipes 125 gi 15mm diameter(b class) 126 gi 20mm diameter(b class) 127 gi 25mm diameter(b class) 128 a.c. 75mm diameter 129 a.c. 100mm diameter 130 p.v.c. 90mm diameter diameter(with ring) 131 pvc 110 mm. diameter(with ring) 132 pvc 140 mm. diameter(with ring) 133 pvc 110 mm.(2.5kg/sq.cm) with coupler 134 sanitary 135 indian w.c. 136 orrisa w.c. 137 european w.c. 138 foot rest 139 porcelain urinal 430350300 mm with coupler, bracket and pvc waste pipe 140 wash-basin 450*300 mm with coupler, bracket and pvc waste pipe 141 stone beam (s.w.) pipe 100 mm. diameter, 0.6 m. long 142 c.p. pillar cock (dia 15 mm) (is mark) 143 c.p. bib cock (dia 15 mm) (is mark) 144 c.p. grating of 125 mm. diameter 145 r.c.c. np3 hum pipe with collar 146 1200 mm dia 147 1000mm dia 148 750mm dia 149 600mm dia 150 450mm dia 151 300mm dia 152 steel conduit isi marked 153 20 mm. diameter 154 25 mm dia 155 charcoal 156 p.v.c. water tank with cover (conforming to is:12701-1989) 157 13/0.20 mm twin core pvc sheathed, flat flexible copper cable 158 steel fasteners 6 mm x 75 mm 159 pvc conduit isi marked 160 25 mm diameter 161 20 mm diameter 162 junction box 163 20 mm two way 164 20 mm one way 165 25 mm two way 166 20 mm one way (pvc) 167 module gi box 168 for 3 modules 169 for 2 modules 170 module base & cover plate 171 for 2 modules 172 3 for module 173 modular switch one way, isi marked 174 sp 15/16 ampere 175 sp 5/6 ampere 176 modular socket outlet, isi marked 177 3 pin 5/6 ampere 178 6 pin 15/16 ampere 179 mcb db 180 2+ 2 way, spn, single door 181 2+4 way, spn, single door 182 2+6 way, spn, single door 183 gi pipe (medium grade) 184 15.00 mm diameter 185 40.00 mm diameter 186 copper wire 8 swg (4.00 mm dia.) (0.117 kg/m) 187 ci/ms cover plate, frame with locking arrangement attached to 188 diesel road roller 8 to 10 ton 189 truck 9 ton 190 tractor (25-40 hp) 191 tractor trolley 192 tractor water tanker capacity 4000 liter water 193 cement concrete mixer 5-7 cubic feet 194 pumping set 15 h.p . 195 niddle/plate vibrator with operator 196 camel cart/bullock cart with driver 197 grinding machine with operator (big, motor driven) 198 compressor 199 hydraulic excavater/jcb ( bucket capacity 0.4 cum) 200 dumper 201 scraper 202 shuttering of wooden plank, with installing tp along with bat and other materials on site, removing it after the prescribed period 203 installing shuttering ply along with bat and other materials on tp site, removing it after the prescribed period 204 shuttering iron plate along with bat and other materials along with tp installation at site, removal after specified period 205 water and pumping charges (filling) 206 grinding machine with operator (small, hand operated) 207 installing iron form for well (diameter 3m, height 75cm) along with tp at site, removing after specified period 208 cultivator

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor 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 morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade 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 morth specification clause 510.by mechanical means bitumen (vg-30) 14 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 morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction 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 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

State Government

TRN :48961517 | 21 May, 2025

Tender Value : 4.69 Crore

Jayal - Rajasthan

Tender for construction of sankhwas bypass--1 part a road work boundary pillar reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and morth specification clause 807 2 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 3 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base(b) by mixing plant method(i) with 53 mm maximum size of aggregates 7 granular sub-base with well graded material (table 400-1) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401.for grading iiimaterial 8 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 9 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor 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 morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30) grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respects for grading-ii(13 mm nominal size) bitumen (vg-30) 13 part b protectionearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 14 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 15 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 16 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 17 plastering with cement mortar (1:4), 20 mm thick on stone work. 18 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 19 600 mmdia 20 300 mm dia 21 providing and laying precast reinforced cement concrete box culvert section of m-40 grade designed for aa class loading as per irc specifications including to effect of impact, eq etc. complete on firm base of 200mm thick lean concrete of m-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of rcc precast box and its proof checking from iit / nit / government engineer college complete in all respect as per specifications size 1.00 m x 1.00 m 22 part c road furniturekilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 23 5th kilometre stone (precast) 24 ordinary kilometer stone (precast)

State Government

TRN :34432478 | 14 May, 2025

Tender Value : 2.09 Lacs

Mandi (Hp) - Himachal Pradesh

Tender for construction of cement concrete road majhra basti towards mamania basti km. 0/0 to 0/500 under mgnrega (sh:- supplying and stacking of crushed stone aggregate 20mm, course sand)

Central Government/Public Sector

TRN :34417840 | 13 May, 2025

Tender Value : 0

Baramulla - Jammu And Kashmir

Tender for gem bids for maintenance tangible assets mta div tps constr mtrl, 3640 aggregate 20mm stone aggregate to be crushed rock or gravel aggregate 40mm. stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 aggregate 12.5mm stone aggregate to be crushed rock or gravel 12.5mm graded c aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 second revision natural sand confirming to is 383 1970 specifications for coarse and fine aggregates. common building burnt clay bricks sub class b of size 23cm x 11.5cm x 7.5cm with from flows and cracks confirming to is

Central Government / Public Sector

TRN :34404011 | 10 May, 2025

Tender Value : 0

Kinnaur - Himachal Pradesh

Tender for gem bids for roof sheet 0 point 60 mm , hollow iron , angle or flat iron , nut and bolt , earthing , lightening arrester , fire extinguisher 2kg , window , synthetic enamel paint , red oxide , glass dividing strip 3mm thick , sealing material silicon tube 200 gm , turpentine oil , weather proof exterior emulsion paint , brush 75 mm , rapid hardener sika quicest sika at 64 , storage racks three tier , ordinary portland cement , coarse sand , stone aggregate shall be crushed stone 20mm graded , stone aggregate shall be crushed stone 40mm graded , stone aggregate shall be crushed stone 10 to12 mm graded , 18 watt led tube rod and all neccessary fittings , bulk head housing with led bulb 9 watt , switch 5 amp piano , switch piano flush type 15 amp socket multi purpose , ceiling rose , pvc square block , conduit pipe 25mm dia , pvc flexible pipe 25 mm inch , pvc t bend 25 mm dia , pvc l bend 25 mm dia , clamps for conduit pipe 25 mm dia , gang box 5 switches 5 amps , sds 2 point 5 inch , sds 1 point 5 inch , screw full threaded half inch 200 nos , screw full threaded 1 inch 200 nos , pvc single core1 sqmm , pvc single core 1 point 5 sqmm , pvc single core 2 point 5 sqmm , mcb 6 amp sp , mcb 16 amp sp , isolator 63 amp dp , insulation tape 25mm , 16 sqmm three core copper armoured cable , change over swith double pole 03 phase 100 amps , factory made sheet distribution board 12 way

Central Government / Public Sector

TRN :34404033 | 10 May, 2025

Tender Value : 0

Kinnaur - Himachal Pradesh

Tender for gem bids for roof sheet 0 point 60 mm , hollow iron , angle or flat iron , nut and bolt , earthing , lightening arrester , fire extinguisher 2kg , window , synthetic enamel paint , red oxide , glass dividing strip 3mm thick , sealing material silicon tube 200 gm , turpentine oil , weather proof exterior emulsion paint , brush 75 mm , rapid hardener sika quicest sika at 64 , storage racks three tier , ordinary portland cement , coarse sand , stone aggregate shall be crushed stone 20mm graded , stone aggregate shall be crushed stone 40mm graded , stone aggregate shall be crushed stone 10 to12 mm graded , 18 watt led tube rod and all neccessary fittings , bulk head housing with led bulb 9 watt , switch 5 amp piano , switch piano flush type 15 amp socket multi purpose , ceiling rose , pvc square block , conduit pipe 25mm dia , pvc flexible pipe 25 mm inch , pvc t bend 25 mm dia , pvc l bend 25 mm dia , clamps for conduit pipe 25 mm dia , gang box 5 switches 5 amps , sds 2 point 5 inch , sds 1 point 5 inch , screw full threaded half inch 200 nos , screw full threaded 1 inch 200 nos , pvc single core1 sqmm , pvc single core 1 point 5 sqmm , pvc single core 2 point 5 sqmm , mcb 6 amp sp , mcb 16 amp sp , isolator 63 amp dp , insulation tape 25mm , 16 sqmm three core copper armoured cable , change over swith double pole 03 phase 100 amps , factory made sheet distribution board 12 way

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