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State Government

CTN :42985206

19 Dec, 2025 NA

Dhanbad - Jharkhand

Tender For electric line materials under o&m head for f.y. 2025-26 - ace chemrod (artificial concept of earthing by chemical rod):- ace chemrod earthing electrode (consisting mid steel galvanised pipe of size 2500 mm in length x 48 mm outer dia x 2 mm thick. ms-rod of size 2575 mm x 16 mm be weided with bottom. the epoxy insulator of not less than 100 mm length is to be fixed on top of mild steel galvanized pipe, earthing complete conventional type having intermittent layer of charcoal and salt/gi earthing pipe 3.1 meter long & 40 mm dia and 50 kg bentonite powder, earthing (chemical) with gi earthing pipe 40mm 3.1 mtrs. long (bentonite as intermittent layers), gi stay set complete for d/s/s (1900x20mm) with stay wire 7/10 swg and guy insulator, 11 kv stay set complete 1800x16mm with stay wire7/10swg and guy insulator, earthing (chemical) with gi earthing pipe 20 mm 2.5 mtrs. long, gi stay set complete for d/s/s (1900x 16mm) with stay wire 7/12 swg and guy insulator, lt stay set complete (1700x16 mm) with stay wire 7/12 swg, gi stay wire no. 7/8 ,7/10 ,7/12 ,7/14, 7/16, gi wire no. 6/8/10, 33 kv h.g fuse unit (polymer type), 11 kv h.g fuse unit (polymer type), 33 kv b&s type disc insulator (polymer type) 90 kn with h/w fitting, 11 kv b&s type disc insulator (polymer type) 70 kn with h/w fitting, 11 kv b&s type disc insulator (polymer type) 45 kn with h/w fitting, 33 kv polymer pin insulator 10 kn with gi pin and nut & washer, 11 kv pin insulator 5 kn with gi pin (polymer type) and nut &washer, 11 kv pin insulator 10 kn, od 40 mm dia with pin (polymer type) and nut &washer, 33 kv post insulator 10 kn (polymer), lt pin insulator with pin (porcelain type), lt shackle insulator (porcelain type)

CTN :42988766

20 Dec, 2025 NA

Nagpur - Maharashtra

Tender For supply of bentonite mud

State Government

CTN :42966383

04 Dec, 2025 30.00 Lacs

Kota - Rajasthan

Tender For name of work:- rmc to nagpura. - clearing and grubbing road land 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 earlier and 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 thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means 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 morth specification clause 305.4.3, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat providing 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, tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder 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. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, 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 mach