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Tender For tender for supply of equipment / material , design, erection, testing commissioning for sop to jsv for sewerage treatment plant by prov. 11/.4 kv 100 kva s/stn. at gosan a/w 11 kv ht/lt line , in section bharmour-1 under esd bharmour ed chamba - supply part 11/.4 kv 100 kva distribution sub station, 11/.4 kv 100kva dtr (rec sep. ord 11/1976, prov. st pole pole 9 mtr. long w/l 200 kgs, muff for steel tubular pole with concrete filling, x-arm: [channel iron (100x50x5 mm), length : 2800 mm x 2 nos] for incomer line, ms a.i.(50x50x6 mm), length: 2800 mm x(1 nos for las ), x-arm: [channel iron (75x40x5 mm), length : 2800 mm x 4 nos] for supporting do fuse unit & go switch, x-arm: [channel iron (100x50x6 mm), length : 2800 mm x 2 nos] for transformer bed, x-arm [channel iron (100x50x6 mm), length : 460 mm x 2 nos for supporting main channel of transformer], ms a.i.(50x50x6 mm), length: (2800 mm) x 2 no., ms angle iron (35x35x5 mm), length : 460 mm x 2 nos, ms a.i.(50x50x6 mm), length: (950 mm) x 2 nos. of bed knee bracing, ms angle iron (50x50x6 mm), length : (2800 mm) x2 nos for transformer lt distribution box and g.o switch fixing assembly, ms angle iron (50x50x6 mm), length : (450 mm)x1 nos for transformer lt distribution box and g.o switch fixing assembly, g.o. switch handle supporting: [c.i. (75x40x6mm), length: 460mm for transformer lt distribution box and g.o switch fixing assembly, g.o ab switch unit (11kv,400,663ka) tripple pole o/d type, d.o fuse unit, surge arrester, 9 kv station class, discs insulator sets (comp. 1 no. disc: ^^(porcelain, bs, 12 kv, 90 kn) i/c dead end clamps etc.), stay set complete, stay wire (7/3.15mm)( 10 kg per stay set), pipe earthing with gi,charcoal & salt, prov. lt distribution panel with mccb (160 a, 10 ka, 4p,1 no.) & sfu (32 a 5 no. rewireble) for 100kva trf. as per specification, half clamp (m.s. flat 50x6), full clamps (m.s. flat 50x6), m. s. nuts & bolts off sizes (galvanised coated) [prefarably 16mm or more (with flat and spring washer), aluminium thimbles, copper thimble, danger plate, barbed wire (rec sp f 3/1981), lt cable 3-1/2 core-95mm sq., energy meter (3-phase, 4-wire) dlms compliant 1000/5a ct type for 63 kva transformer, alluminium paint, prov.acsr, 6/1/3.35 mm, prov. hp make aiq desktop model hp 200 g4 with intell core 3-10110u-10 gen.processor, 8gb ddr4 ram expenditure upto 16 gb, itb, hdo (t2qorpm)2st antiglare led desplay withfhd (1920x1060) integrated hd graphics & webcam, 2xusb, 3.0 2xusb, 2.0 cardreacer. audio part vgnhdmi/dp port, 10x100, 1000mcomdliant lan usb key board & mouse internalspl. connectivity bo2 11 b/g/n/ac pl windows etc. with three years on site warranty. (ii) 650va offline ups system with12vx7ahx2nos: 158vah/smf batteryto povide20 min. battery back upwith three year warrantyon ups &battery from delivery with printer, hp monocrom laser printer (a4) hp laser 108a with prints upto 20 ppm,64 mb ram 600x600 dpl print resolution 150 sheets paper tray capacity usb 2.0 port- one year waranty, beetal m88 plan phone (one set contains 2 nos phone), beetal m71n land line phone, 11 fin oil filled room heater make havel, prov. transformer plinth protection for 100kva s/stn structure a/w chain link fencing, angle iron gate etc. for dtr fencing., erection part 11/.4 kv 100 kva distribution sub station, 11/.4 kv 100kva dtr (rec sep. ord 11/1976, prov. st pole pole 9 mtr. long w/l 200 kgs, muff for steel tubular pole with concrete filling, x-arm: [channel iron (100x50x5 mm), length : 2800 mm x 2 nos] for incomer line, ms a.i.(50x50x6 mm), length: 2800 mm x(1 nos for las ), x-arm: [channel iron (75x40x5 mm), length : 2800 mm x 4 nos] for supporting do fuse unit & go switch, x-arm: [channel iron (100x50x6 mm), length : 2800 mm x 2 nos] for transformer bed, x-arm [channel iron (100x50x6 mm), length : 460 mm x 2 nos for supporting main channel of transformer], ms a.i.(50x50x6 mm), length: (2800 mm) x 2 no., ms angle iron (35x35x5 mm), length : 4
Tender For tender for supply of equipment / material , design, erection, testing commissioning for sop to jsv for lis kakdolu by prov. 11/.4 kv 100 kva s/stn. a/w 11 kv ht/lt line , in section maredi under esd chamba-ii ed chamba - supply part 11/.4 kv 100 kva distribution sub station, 11/.4 kv 100kva dtr (rec sep. ord 11/1976, prov. st pole pole 9 mtr. long w/l 200 kgs, muff for steel tubular pole with concrete filling, x-arm: [channel iron (100x50x5 mm), length : 2800 mm x 2 nos] for incomer line, ms a.i.(50x50x6 mm), length: 2800 mm x(1 nos for las ), x-arm: [channel iron (75x40x5 mm), length : 2800 mm x 4 nos] for supporting do fuse unit & go switch, x-arm: [channel iron (100x50x6 mm), length : 2800 mm x 2 nos] for transformer bed, x-arm [channel iron (100x50x6 mm), length : 460 mm x 2 nos for supporting main channel of transformer], ms a.i.(50x50x6 mm), length: (2800 mm) x 2 no., ms angle iron (35x35x5 mm), length : 460 mm x 2 nos, ms a.i.(50x50x6 mm), length: (950 mm) x 2 nos. of bed knee bracing, ms angle iron (50x50x6 mm), length : (2800 mm) x2 nos for transformer lt distribution box and g.o switch fixing assembly, ms angle iron (50x50x6 mm), length : (450 mm)x1 nos for transformer lt distribution box and g.o switch fixing assembly, g.o. switch handle supporting: [c.i. (75x40x6mm), length: 460mm for transformer lt distribution box and g.o switch fixing assembly, g.o ab switch unit (11kv,400,663ka) tripple pole o/d type, d.o fuse unit, surge arrester, 9 kv station class, discs insulator sets (comp. 1 no. disc: ^^(porcelain, bs, 12 kv, 90 kn) i/c dead end clamps etc.), stay set complete, stay wire (7/3.15mm)( 10 kg per stay set), pipe earthing with gi,charcoal & salt, prov. lt distribution panel with mccb (160 a, 10 ka, 4p,1 no.) & sfu (32 a 5 no. rewireble) for 100kva trf. as per specification, half clamp (m.s. flat 50x6), full clamps (m.s. flat 50x6), m. s. nuts & bolts off sizes (galvanised coated) [prefarably 16mm or more (with flat and spring washer), aluminium thimbles, copper thimble, danger plate, barbed wire (rec sp f 3/1981), lt cable 3-1/2 core-95mm sq., energy meter (3-phase, 4-wire) dlms compliant 1000/5a ct type for 63 kva transformer, alluminium paint, prov.acsr, 6/1/3.35 mm, prov. hp make aiq desktop model hp 200 g4 with intell core 3-10110u-10 gen.processor, 8gb ddr4 ram expenditure upto 16 gb, itb, hdo (t2qorpm)2st antiglare led desplay withfhd (1920x1060) integrated hd graphics & webcam, 2xusb, 3.0 2xusb, 2.0 cardreacer. audio part vgnhdmi/dp port, 10x100, 1000mcomdliant lan usb key board & mouse internalspl. connectivity bo2 11 b/g/n/ac pl windows etc. with three years on site warranty. (ii) 650va offline ups system with12vx7ahx2nos: 158vah/smf batteryto povide20 min. battery back upwith three year warrantyon ups &battery from delivery with printer, hp monocrom laser printer (a4) hp laser 108a with prints upto 20 ppm,64 mb ram 600x600 dpl print resolution 150 sheets paper tray capacity usb 2.0 port- one year waranty, prov. transformer plinth protection for 100kva s/stn structure a/w chain link fencing, angle iron gate etc. for dtr fencing., erection part 11/.4 kv 100 kva distribution sub station, 11/.4 kv 100kva dtr (rec sep. ord 11/1976, prov. st pole pole 9 mtr. long w/l 200 kgs, muff for steel tubular pole with concrete filling, x-arm: [channel iron (100x50x5 mm), length : 2800 mm x 2 nos] for incomer line, ms a.i.(50x50x6 mm), length: 2800 mm x(1 nos for las ), x-arm: [channel iron (75x40x5 mm), length : 2800 mm x 4 nos] for supporting do fuse unit & go switch, x-arm: [channel iron (100x50x6 mm), length : 2800 mm x 2 nos] for transformer bed, x-arm [channel iron (100x50x6 mm), length : 460 mm x 2 nos for supporting main channel of transformer], ms a.i.(50x50x6 mm), length: (2800 mm) x 2 no., ms angle iron (35x35x5 mm), length : 460 mm x 2 nos, ms a.i.(50x50x6 mm), length: (950 mm) x 2 nos. of bed knee bracing, ms angle iron (50x50x6 mm), length : (2800 mm) x2 nos for transform
Tender For provide & fixing of road safety item on road between sector-62 and 63 from model town to underpass sector-71, noida. - reflective raised pavement markers (cat eye/road stud) supply and fixing of raised pavement marker with made of plastic body of rpm/ road stud shall be moulded from asa (acrylic styrene acrylonitrite) or hips (high-imoact polystyrene) or acryloniitrite butadien styrene (abs)or any other suitable material approved by the engineer. the marker shall support a load of 13,635 kg tested in accordance with astm d4280.the reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. lenses shall be mouled of methyl methecrylate conforming to astm d788 of equivalent. the slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm., the base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. the contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the engineer . in addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. in case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the engineer , at his own cost. the rate shall include all materials, labour, t&p, transportation, installation and incidentals all complete as per direction of the engineer-in-charge. rpm (with shank) uppwd sor:-morth-804 (8.35)-suggestiv, flexible median marker as per irc 79:20:19 flexible median marker (fmm) should be used for improving median visibility during dark hours. use of median marker provides safety against collision happening with medians during night time, or serve whether. flexible median markers shall be provided with fluorescent yellow colour retro reflective sheeting type xi as per irc 67, flexible median marker shall be of tough high impact resistant injection molded thermoplastic body with property of flexibility to provide high durability and u shape structure having rebound, bounce back property the sheeting shall be type xi confirming to irc 67 and it should be own both the faces whereby providing maximum reflectivity at i, anger distance with adequate durability the logo of the manufacturer shall be embossed on either side of the body during the injection molding process fmm shall be fixed by a combinitation of apoxy adhesive and grouting drilling on concrete median of properly constructed solid medians. height. the marker height shall be a median of 180mm, width 120mm and body thickness 6.5mm, the shanks shall not be less than 20mm and depth shall not be less than 30mm reflective area shall not be less than 90cm square proof of the same report shall be uploaded which quoting tender., the body of fmm shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg confirming 40 astm d256 adhesion between the body and outer casing body of fmm shall with stand 50kg. tensile loads confirming to astm d638 method, the rate shall be include all materials,labours, t&p transportation installation and incidentals all complete as per direction of the engineer-in-charge ., solar power road marker (solar
Tender For supply of readymixconcrete within 5 km from site by fiorie including pouring by concrete bucket in foundation sub structure super structure at rob xing no115 special on bhatni bazar and bhatni bypass road in district deoria cement and hydra
Tender For corrigendum : non-destruction test on concrete members visual inspection visual inspection and photography performing a visual survey of the shed steel structure as per specified in specification of documents , site testing charges concrete upv test ultra sonic pulse velocity test upv test in accordance with as per specified in specification of documents , rebound hammer test schmidt rebound hammer test for determining the concrete compressive test , half cell potential accordance in with astm c876 half cell potential to assess the probability of corrosion of reinforcement sac code 98346 , carbonation in accordance with bs 1881 201 1986 clause 2 22 carbonation test to measure extent of carbonation from the concrete surface sac code 998346 , profometer scan test on rcc members to assesss covers spacing of bars including approximate diameter bar , core test core cutting and compression test for rcc structure in accordance as per specified in specification of documents , preparing detail report as per specified in specification of documents
Tender For various types of work in the municipality premises - earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out , dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,, , providing and laying in position cement concrete of specified. grade excluding the cost of centring and shuttering - all, , random rubble masonry with hard stone in foundation and. plinth: cement mortar 1:6 (1 cement: 6 coarse sand), , random rubble masonry with hard stone in superstructure above plinth level and upto two stories, , centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc., , centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc., , reinforced cement concrete work in beams, suspended. floors, roofs having slope upto 15 landings, balconies., , cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of reinforcement for r.c.c. work at all levels including straightening, cutting, bending, placing in position and, , steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a, , providing and laying damp-proof course with cement concrete grade m-15 (1:2:4) mortar prepared with 1%, , wall painting with plastic emulsion paint of approved brand. and manufacture to give an even shade: two or more coats, , providing and fixing granite stone slab mirror polished and. machine edge cut in walls, pillars, steps, shelves. sills, , providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades, , providing and laying in position cement concrete of specified. grade excluding the cost of centring and shuttering - all, , providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard, , providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with pvc/neoprene, , providing and fixing 50 mm dia g.i. steel pipe railing in 3 rows duly painted on medium weight steel channels (ismc- ??? ?????? ????? ??? ??????? ?????? ?? ?????
Tender For dry rubble without concrete levelling course masonry for foundation and super structure centering and shuttering including strutting, propping etc for belt