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Tender For corrigendum : supply of washing plant pump , sand blasting machine , hand gloves , mask with cartridge , overhead protection shed for special test eqpt shock absorber for tk t 90
Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem
Tender For ms erw 250nb , ms erw 200nb , ms erw 150 nnb , ms erw 75 nb , sorf flange 100 nb 150 , sorf flange 150 nb 150 , 45 deg elbow 150 nb , 45 deg elbow 200 nb , 90 deg elbow 150 nb , 90 deg elbow 200 nb , blrf 150 nb 150 , caf gasket style 20 , 100 nb , caf gasket style 20 , 15 nb , caf gasket style 20 , 150 nb , caf gasket style 20 , 25 nb , caf gasket style 20 , 50 nb , gi pipe 15 nb , gi pipe 25 nb , gi pipe 50 nb , gi 45 deg elbow 50 nb , gi 90 deg elbow 25 nb , gi 90 deg elbow 50 nb , gi blrf flange, 150cl, 50 nb , gi swrf flange, 150cl, 25 nb , gi sorf flange, 150cl, 50 nb , gi swrf flange, 150cl, 15 nb , 15 nb half coupling , 15 nb gi tee one side threaded , 25 x 25 x 15 mm gi unequal te , 15 nb 90 deg gi socket weld , 15 mm sockolet, sch 80 , stud bolt 1 by 2inch , length 55 mm , stud bolt 1 by 2inch , length 70 mm , stud bolt 1 by 2inch , length 85 mm , stud bolt 3 by 4inch , length 100 mm , stud bolt 5 by 8inch length 90 mm , supply and installation of double hydrant , supply and installation of monitors , supply and installation of hose box , hose fire figting , supply and installation of gate valve 100 nb , ball valve 15nb 800 , supply and installation of y strainer , supply and installation of deluge valve , supply and installation of spray nozzl with coupling , supply and installation of flp pressure switch , supply and installation of quartzoid bulb , supply and installation of glycerine filled pressure gauge 0 20 kgf by cm2 , supply and installation of soleniod valve with coil , supply and wrapping of wrapping coating , fabricaiton of pipeline , laying of pipeline a by g , laying of pipeline b by g , surface preparation sand blasting , primer ms erw pipes , mio ms erw pipes , final coat ms erw pipes , etch ,ezp pri and synth enml gi , back filling , brick masonary , external plaster 30 mm , excavation , supply and laying of hume pipe 150 nb , ms inserts plate ,angle channel etc , pcc , rcc m20 grade , s,f,e and w of structural steel , gi honey comb gratings , reinforcemnent steel , lettering upto 2 inch , erection of valves , hydrant , monitors, hose boxes , fab erect air station with ins , air filter regulators , fabrication and erection of 15 nb and 25 nb air line , s,f,e of pipe supports , s,f,e, of hand railshand rails
Tender For supply of existing pipeline disconnectio , disman of pcc chiseling pneumatic hammer , disman of concretercc,cuttingof reinf , exca of earthsoft rock,cutting,clearing , removal of 200 kl tank , torsteel reinforcement , supply and fabofdishend shellplate , supplyofstructuralsteel and fabric , supply and installationofnozzles , supply and installation of sump , supply and ins. oftank manholes , sand blasting of tank , painting of tank internal , painting of tank external with piping , tank hydro testing after fabrication , instln of tank underground,180kl , tankcalibration and hydrotesting , pipinginchmeter laying ss304 , welding of pipeline , removal of sand murram soil , sand filling , sply and layg of concrete pcc,ratio , sup and lay of rccmixing test , sup and lay rr masonry,subandsuper str , construction of new earth pit
Tender For e quotation are invited for rate of materials - granular material or hard murrum for gsb works at quarry, aluminium alloy/galvanized steel, rcc pipe np 4 heavy duty non pressure pipe 1000 mm dia, rcc pipe np 4 heavy duty non pressure pipe 1200 mm dia, steel pipe 50mm external dia as per is:1239, coller for joints 300mm dia, rcc pipe np 4 heavy duty non pressure pipe 300 mm dia, steel helmet and cushion block on top of pile head during driving, steel pipe 25mm external dia as per is:1239, "np2 r.c.c hume pipe with collar as per i.s. 458-1971(i) 100 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ii) 150 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iii) 200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(iv) 250 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(v) 300 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vi) 450 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(vii) 600 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(viii) 700 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(ix) 800 nn dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(x) 900 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xi) 1000 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1200 mm dia", "np2 r.c.c hume pipe with collar as per i.s. 458-1971(xii) 1400 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(i) 300 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(ii) 450 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iii) 600 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(iv) 700 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(v) 800 mm dia and 900 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vi) 1000 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(vii) 1200 mm dia", "np3 r.c.c. hume pipe (as per i.s 458-1971)(viii) 1400 mm dia", jute rope 12 mm dia, aggregate size-45 mm to 2.36 mm, aggregate size-45 mm to 22.4 mm, aggregate size-2.36 mm to 0.075mm, aggregate size 22.4mm to 5.6 mm, aggregate size 63 mm to 45 mm, aggregate size below 5.0 mm, bamboo (1st class) 85 mm-100mm dia 2.0 m long, bamboo (1st class) 85 mm-100mm dia 2.5 m long, bamboo (1st class) 85 mm-100mm dia 3.0 m long, bamboo (1st class) 85 mm-100mm dia 4.5m-5.5m long, bamboo (2nd class) 75 mm dia, 1.8 m-2.5 long, bamboo (2nd class) 75 mm dia, 2.1 m-3.0 m long, bituminous sealant, blasting material, bond stone (400mm x 150mm x 150mm), corbelling stones (300mm x 150mmx 150mm), corrosion resistant structural steel grating, crow bras 40 mm dia (hire charges), crushed sand or grit passing 2.36 mm and retained on 180 micron, crushed slag, crushed stone aggregate 26.5mm to 75 micron, crushed stone chipping 6.7mm size 100% passing 11.2 mm and retained on 2.36 mm, crushed stone chipping 9.5 mm nominal size, debonding strips (3.75m x 10mm x 5mm cut-out of rubber filler board or similar material including 5% wastage), edge stone (450mm x 350mm x 100mm), edge stone (450mm x 350mm x 200mm), epoxy paint, epoxy primer, gi pipe 100mm dia (tata or equivalent make), gi wires (4mm dia), granular material (natural occurring soil gravel mixture/quarry waste, kankar, laterite, dhandla, hand broken metal 40mm size, interlocking blocks with 60 mm thickness, interlocking blocks with 80 mm thickness, key aggregates passing 22.4 mm and retained on 2.8mm, lime putty, local wood piles (1st class)150-200mm dia, 6m long, local wood piles (1st class) 100mm x 75mm, loose stone, ms sheet tube (47 mmx47mmx12 swg sheet), ms sheet 1.5mm thick, ms sheet 2mm thick, polythene sheeting (0.2mm to 0.5mm thick), (covering 2/3 rd dowel bars (20x23) and tight fit including 5% wastage), rcc pipe np3 (750mm dia), rcc pipe np3 (500mm dia), rcc pipe np4 (750mm dia), rcc pipe np4 (600mm dia), rcc pipe np4 (500mm dia), benzene, stone for stone set pavement (300mm x 200mm x 150mm), well graded granular base material-grading a 26.5mm to 4.75mm, well gr
Tender For corrigendum : supply of 4500 sets of stay set complete - supply of silicagel blue, 0.6kva ups, stay set complete( quote price for single unit only), silicagel blue 10 to 12mm, pole pit for 9.0m and 9.14 m psc/rcc / all metal poles (each pit) 1.25 x 0.6 x 1.83 mtr, ordinary soil, semi rocky soil, heavy rocky soil where blasting/ cheseling required [specific approval should be obtained from concerned ee], stay pit, in ordinary soil [0.95 x 0.6 x 1.2m], semi rocky soil, stay pit in heavy rocky soil where blasting/ cheseling reqiured [specific approval should be obtained from concerned ee], erection of poles & stays (including refilling of excavated earth), erection of 7.5m / 8.0m poles [rcc / psc], erection of 9.00m / 9.14m rcc / psc/rail pole, tubular pole and all metal poles, stay set, erection stay set complete, stay erection without rod and pit, replacement of stay rod only. (including stay pit excavation & refilling & erection), replacement of guy shackle only in existing stay, erection of line materials, fixing of lt 1 ph "x" arm, fixing of lt/ht ti fitting, fixing of lt 3 ph "x" arm, fixing of 3[1/2] v ` x arm, fixing of 4[1/2] v ` x arm, fixing of 5 v x arm, fixing of tapping channel / guarding "x" arm, providing of line spacers in lt lines 1 phase, providing of line spacers in lt lines 3 phase, erection of ab switch with pt insulator & jumpering complete, erection of centre rotating switch ab switch complete, fixing of ht pin insulator / strain disc, 11 kv pin insulator with pin, 11 kv strain disc / polymer disc with hardware, 22 kv pin insulator with pin, 22 kv strain disc / polymer disc with hardware, 33 kv pin insulator with pin, 33 kv pin strain disc/polymer disc with hardware, fixing of lt pin insulator with pin, lt shakle with hardware, fixing of aluminium knob, paving stringing and sagging of conductor including binding of pin and proper tight [including transport of condutor from road side to work spot] per run, upto 7/2.59 mm acsr, 7/2.50 aaac including pvc cable upto 25 sqmm, acsr 7/3.35mm & 7/ 3.15 aaac including pvc cable above 25 sqmm, acsr 7/4.09 mm, above 7/4.09 mm acsr & dog conductor, earthing wiring and connection including transporting of earth pipe and excavation of pit], transformer structure earthing 10ft depth - 3 nos of pipe through tubes, dp earthing including all works [double side earthing], erection of 4th earth pipe including earthing, earthing of poles, earth pit masonary work 3 nos earth pits or using 3 nos concrete tub., replacement of detoriated earth pipe per location, concreting with mixture 1:3:6 [including all materials]., mass concreting for centre support for 2 feet including all materials, mass concreting for pole0.6x0.6x1.25m.with coping, sleeve concreting for pole 0.6 m x 0.6m x 0.3 m with coping, sleeve concreting for stay set 0.3 m & 0.75 long, erection of distribution transformer structure complete, excavation of structure pole pits 0.9 x 0.9 x 1.83 mtr, transporting of pole to pit location 2 nos., erection of poles 2 nos, excavation of stay pit 4 nos, erection of stay set (4 sets), mass concreting (cement:sand:jelly supplied by the contractor) 2 nos., erection of 22 kv ab switch, ttransformer structure earthing 10ft depth - 3 nos of pipe through earth tubes, erection of top channel, bed channel [2 nos channel] erection, cross with stud for bed channel erection, erection of belting angle / hg fuse angle, erection of hg fuse set, erection of ht las with jumpering and earthing, erection of lt las with jumbering and earthing, erection of jumpering [ht side], transformer wiring in lt side including jumpering bus bar etc., erection lt open type fuse unit arrangement single, erection lt open type fuse unit arrangement double, painting of stru. complete excluding dt [two coat of red oxide] all metal parts(excluding cost of paint)., painting of stru. complete excluding dt [one coat alu paint, excluding cost of paint), colour washing of 2 numbers structure p