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State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 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 lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped 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 specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense 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 equipped 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. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 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 equipped 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 specifications and directions of engineer-in-charge. 16.62.1 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. 16.62.2 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 drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

Central Government/Public Sector

TRN :49055023 | 12 Jun, 2025

Tender Value : 4.85 Crore

Bengaluru Urban - Karnataka

Tender for tender for provision of deficient smqs at af stn chimney hills; 2 general summary note: schedule ‘a’ part i to xii are prepriced by mes under ser no. 1 to 12. bidders shall insert their lumpsum amount in the green coloured field under col-6 only. 3 lumpsum price worked out by the contractor for “internal water supply” as listed in schedule ‘a’part–ii 4 lumpsum price worked out by the contractor for “internal electric supply as listed in schedule ‘a’part–iii 5 lumpsum price worked out by the contractor for site clearance and development as listed in schedule ‘a’ part - iv . 6 lumpsum price worked out by the contractor for road / path / culvert as listed in schedule ‘a’ part - v . 7 lumpsum price worked out by the contractor for area drainage as listed in schedule ‘a’ part - vi . 8 lumpsum price worked out by the contractor for sewage disposal as listed in schedule ‘a’ part - vii . 9 lumpsum price worked out by the contractor for “fencing” as listed in schedule ‘a’ part – viii. 10 lumpsum price worked out by the contractor for “protective works” as listed in schedule ‘a’ part – ix. 11 lumpsum price worked out by the contractor for “external water supply” as listed in schedule ‘a’ part – x 12 lumpsum price worked out by the contractor for “external electric supply” as listed in schedule ‘a’ part – xi 13 lumpsum price worked out by the contractor for “hot water supply” as listed in schedule ‘a’ part – xii 14 schedule a part - idesign and construction of married accommodation building in 3 storey (ground+2 storey)in framed construction with permanent specifications in rcc of grade as per structural drawings, aac block masonry walls, att, pu based wpt, earthquake resistance as per latest is, green building norms with minimum 3 star griha rating etc complete all as specified and as shown on drawings. 15 design and construction of car and scooter parkingshed in rcc framed construction with permanent specifications in rcc of grade as per structural drawings, aac block masonry walls, pu based wpt, earthquake resistance as per latest is, green building norms with minimum 3 star griha rating etc complete all as specified and as shown on drawings. 16 sch a part - xiii : fittings / fixtures & misc items. internal water supply supply and fix 15mm bore kitchen sink tap, brass chromium plated dual flow pattern with silicon black flexible hose swivel type complete all as specified and as directed. 17 supply and fix 3 in 1 chromium plated wall mixer for mixing hot and cold water (for shower) screwed down for iron pipe and fixed complete all as specified and as directed. 18 internal electric supplysupply and fix modular tv socket, one module all as specified and directed by engineer in charge. 19 supply and fix modular telephone socket, rj-11, one module all as specified and directed by engineer in charge. 20 material and labour for telephone wiring with unarmoured solid annealed bare copper industrial cablein concealed of size 0.5 mm, 3 pair with pvc conduit 25 mm diaall as specified and directed by engineer in charge 21 material and labour for tv wiring with unarmoured coaxial cable, rg-11 in concealedwith pvc conduit 25 mm diaall as specified and directed by engineer in charge . 22 material and labour for mild steel box for telephone wiring including blocks, suitable for 30 pair all as specified and directed by engineer in charge. 23 material and labour for earthing complete with galvanised steel pipe electrode of size 40 mm bore, medium grade, 2.5 meter length, burried directly in ground in bore 350 mm dia vertically to a depth not less 3.2 meter below ground level with top edge of the pipe not less than 60 cm below normal ground level connected to galvanised earth lead wire 4.0mm dia by meanswith bolts, nuts check nuts and washers protected by gl light grade pipe of size 15 mm dia and connecting up with the db as the case may be upto a maximum distance of 7.5m away from the earth electrode including test point junction, excavation, earthwork, pcc chamber, rcc cover(yellow painted) with handle, watering pipe 20mm dia gi medium grade with funnel and wire mesh, charcoal dust , salt, mild steel earth markerwith earthing result, date all as per plate no.2 of ssr 1991 and as directed by engineer in charge. note:-boring charges are included in the above quoted rates 24 smart meter systemdesign, supply, installation, integration, testing and commissioning of smart meter with prepaid metering facility, ac single phase, two wire, 240 volts, 50 hz , 10 to 60 amps all as per bis 16444:2015 (reaffirmed 2020) with plug in type bi- directional communication module (the plug in module shall be field swappable /replaceable), includingnecessary communication infrastructure suitable for integration with approved communication technology gprs/rf/hybrid (gprs+rf) /any other advance technology as per cea /trai regulations etc.easily adaptable for network interface and integration with advance metering infrastructure (ami) of the project area complete in all respect all as specified and as directedby engineer-in-charge. 25 tv & telesupply and fix pvc conduit 25 mm diaconcealed in wall all as specified and directed by engineer in charge . 26 material and labour for tvwiringwith rg-6 solid copper coaxial audio and video cable for tv antenna, satellite, dvr devices, safe for using in door and out door and drawn through pvc conduit upto required length,all as specified and directed by engineer in charge. 27 material and labour for telephonewiringwith 0.4mm pvc telephone switchboardcablefor telephone , safe for using in door and out door and drawn through pvc conduit upto required length, all as specified and directed by engineer in charge. 28 supply and fix telephone distribution box ,junction box with krone module for multiple connection, all as specified and directed by engineer- in- charge. 29 external water supplymaterial and labour for drilling and tapping gi/ci water mains (in position) for branch connection of 150/100mm including all fittings such as bend, elbows, tees, reducers and unions etc all as directed by engineer in charge. 30 supply and fix brass-metal, 100 mm diaglobe gate valves, with iron wheel head, screwed both ends for iron pipe all as specified and directed by engineer in charge 31 material and labour for construction of brick masonary valve chamber of size 900mm x 900mm x 600mm internal size including necessary earth work excavation, pcc 1:4:8 type d2 for foundation, brick work in cement mortar 1:4, pcc 1:2:4 type b1 for coping, 15mm thick rendering in cement mortar 1:4 including provision of mild steel cover 3mm thick on 40 x 40 x6 mm angle iron frame work with 2 coats of synthetic enamel paint over a coat of zinc chrome primer and locking arrangements complete all as specified and as directed. 32 material and labour for construction of brick masonary valve chamber of size 600x600x600mm internal size including necessary earth work excavation, pcc 1:4:8 type d2 for foundation, brick work in cement mortar 1:4, pcc 1:2:4 type b1 for coping, 15mm thick rendering in cement mortar 1:4 including provision of mild steel cover 3mm thick on 40 x 40 x6mm angle iron frame work with 2 coats of synthetic enamel paint over a coat of zinc chrome primer and locking arrangements complete all as specified and as directed. 33 external electric supplymaterial and labour for cutting road / hard standing to depth not exceeding 60 cm and to width not exceeding 45 cm for laying hdpe pipes and making good the disturbed surfacesby 1:3:6 type c1 using 20 mm graded stone aggregate complete all as specified and as directed. 34 supply, install, testing and commissioning of cpri approved lt panel outdoor type of size 1.5x1.2x0.60 mtr suitable size recommended by manufacturercubical floor mounted type (ip-65 degree of protection ) made out of 3 mm thick ms sheet duly painted with two coats of synthetic enamel paint powder coated, bus bar 200 amps rating made of aluminium strip (40x5mm) duly drilled holes for connections and mounted on epoxy based post insulatorsfor 3 phase 4 wire 415 volts 50 hz ac supply ,hibling , cable entry boxes , cable gland incl 50x50x6 mm frame (bottom portion of the panel), grouted by using foundation 1:2:4 type c1 with 20 mm graded stone aggregates totally tested as per iec 61439-i with the following accessories. 35 incomingmccb 125 amps 25 ka adjustable type 4 pole -01 no@ as in/comingoutgoing(i) mccb 63 amps 25 ka adjustable type 4 pole -03 nos@ as out/going (working-02 , spare-01)(ii) mcb 32 ampstpnamps adjustable type as per - 03 nos@ as out /going(working-02 , spare-01)(iii)multifunctional digital type timer switch230v 50 hz, single phase40amps cap with bay pass system including power cotactor suitable 40 amp mcb 40amps toggle switch cut out of40amps. (iv) powercontactor for rex timer switch 4 pole 40 amps -01 no(v)multifunctional digital type adwancedthree phase meter volt/amp/kva/kw/ +/- 1.0% rated current, auto and manual scrooling,site selectable ct/pt ratios 80/5 etc.housing in ms sheet 1.6 mm thick duly painted with enameled paint over a coat of primer complete in all respect all as directed & specified(vi) phase indicators led type set of 3 - r,y,b -o1 setnote :- foundationfor fixing of lt/feeder pillerboard in ground floor pcc (1:4:8) type b-1 using 20mm graded stone aggregate, measured and paid separately 36 supply and fix smc loop in loop out pvc water proofjunction box of internal size 200 x 140 x 95 mmincluding mcb 6 amps,b class ,connector necessary ms clamps, nuts & bolts with washers etc required at site all as specified and as directed. 37 material and labour for pvc insulated, pvc round sheathed multicore industrial cable of size 3 core,1.5 sqmmfor voltage grade upto 1100 v, as per is 694 all as specified and directed by engineer in charge. 38 returning and filling in two parts (i) using riddled soil obtain from excavated soil upto depth of 30 cm (8 cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. note:- excavated soil shall be riddled by using sieve to separate composite particles etc as per is 1255 1983 and refilling in trenches as in cable cushioning. 39 supply and fix gi bracket made out of light grade pipe of size 40 mm dia 1.2 mtr long bent to shape including ms clamp of suitable size nut bolt washer for fixed along the wall/pcc pole with ms clamp etc complete all as specified and as directed. 40 supply and fix mccb 3 pole, 415 v, adjustable type, 125 amps with breaking capacity 25 ka, at existing lt panel and making good connectionwith nut bolts and washers and wire connections etc. to be fixed in theexisting tr panel complete all as specified and as directed. 41 m & l for earthing complete with gi earth plate electrode 60 cm x 60 cm x 6 cm thick buried directly in ground vertically at a depth not less than 2.25 m belownormal ground level with top level of earth plate at depth not less than 1.5 m below normal ground level surrounded form all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connection by using 25x4mm gi stripby means of bolts, nuts, check nuts and washers of galvanized iron upto test pointand protected by gi pipe light grade 40 mm bore up to 7.5 mtr connected to a main switch board or main control board and gi pipe light grade 20 mm bore for watering and including funnel, wire mesh, 80 mm thick pre-cast rcc 1:2:4, type b-1 cover reinforced with hard drawn steel wire fabric weighing not less than 4 kg/sqm in lieu of ci cover, pcc 1:3:6 type c2 pit / chamber including all necessary excavation and earth work, disposal of surplus soil to a distance not exceeding 50 m all as specified and as shown in electrical plate no3 of mes schedule part – i of 2009.

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat 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 (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 technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg 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 technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 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 technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

Central Government/Public Sector

TRN :34434278 | 17 May, 2025

Tender Value : 0

Rayagada - Orissa

Tender for gem bids for 6 cube testing machine 1500 kn cast iron cube mould - three gang slump test set bs and astm c by w slump cone base plate steel rule tamping rod and funnel tamping rod mild steel digital sieve shaker test sieves

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Tender for gem bids for 6 cube testing machine 1500 kn cast iron cube mould - three gang slump test set bs and astm c by w slump cone base plate steel rule tamping rod and funnel tamping rod mild steel digital sieve shaker test sieves

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