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Tender For corrigendum : tender for prov. and fixing of equipment / material , design, erection, testing , commissioning for sop to jsv for inspection hut at cheel bangla chowari by prov. 11/0.4 kv 100 kva dtr along ht, lt line in es chowari-ii (u) esd chowari ed dalhousie - (a) 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 220kgs, 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(2 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 1 no., 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, g.i. wire for earthing, 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 300 mm sq., copper thimble 200 mm sq., danger plate, barbed wire (rec sp f 3/1981), lt cable 3-1/2 core-185mm sq., alluminium paint, prov.acsr, 6/1/3.35 mm, chain link fencing , angle iron, gate etc. for transfromer fencing, prov. transformer bed plinth for 1x400kva s/stn structure complete with cc 1:6:12 r.r. massonery & plastering etc. a/w chain link fencing, angle iron gate etc. for dtr fencing., lt switched caapcitors 36-kvar for 100 kva dtr, trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)., supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment)., fine dressing of the ground., spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)., supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : screened through sieve of i.s. designation 20 mm, filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded)., providing and fixing korean grass turf superior qualitywith earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenanc
Tender For material procurement - material work, stone aggregate(single size): 40+b14:b93 mm nominal size, stone aggregate(single size):20 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), sundries, wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia, twisted steel/deformed bars, stone aggregate(single size): 10 mm nominal size, stone for masonry work, solid blocks of size 30x20x20cm, wall form panel 1250x450xmm, corner angle 45x45x5 mm 2.50 long, column clamp 450x1070 mm, prop 2 m (2-3.5m), structural steel such as tees, angles, channels and r.s. joists, red oxide zinc chromate primer, adjustable telescopic prop 3 m (2.02-3.75m), beam clamp 300-380 mm (450-1070 mm), second class kail wood in planks, second class kail wood in scantling, hollock ballies 125 mm diameter, adjustable span eso+si (2.35-3.40), solid blocks of size 30x20x15cm, mild steel tubes electric resistant or induction butt welded, mild steel round bar 12 mm dia and below, flats up to 10 mm in thickness, bright finished or black enameled mild steel butt hinges 100x58x1.90 mm, factory made glass reinforced plastic door frame 90x45 mm i/c carriage, 30 mm thick factory made glass fiber reinforced plastic panel door shutter i/c carriage, powder coated m.s. butt hinges 100 mm x58 mm x 1.9 mm, bright finished or black enameled mild steel screws 40 mm, bright finished or black enameled mild steel screws 20 mm, float glass sheet of nominal thickness 4 mm (weight not less than 10 kg/sqm), pvc pipe 110 mm outer dia 6kgf/cm2, pvc pipe 15 mm outer dia 10kgf/cm2, pvc pipe 32 mm outer dia. 10kgf/cm2, pvc pipe 40 mm outer dia. 10kgf/cm2, pvc pipe 63 mm outer dia . 6kgf/cm2, pvc vent cowl 63 mm dia, pvc vent cowl 110 mm dia, brass bib-cock-15 mm dia, pvc elbow 63 mm dia, pvc 45 degree elbow 63 mm dia, pvc door elbow 63 mm dia, pvc bend 63 mm dia, pvc tee 63x63x63 mm dia, pvc socket/coupling 63 mm dia, pvc elbow 110 mm dia, pvc 45 degree elbow 110 mm dia, pvc door elbow 110 mm dia, pvc bend 110 mm dia, pvc tee 110x110x110mm dia, pvc socket/coupling 110 mm dia, pvc pipe 25 mm outer dia . 12 kgf/cm2, vitreous china orrisa type w.c. pan size 580 mm, flushing cistern p.v.c. 10 lts capacity (low level) (white) (with fittings, accessories and flush pipe), 100 mm s.c.i. trap with vent heel, black plastic seat (soild) with lid c.p.brass hinges and rubber buffers, vitreous china pedestal type wate closet, vitreous china flat back wash basin 550x400 mm, 15 mm c.p.brass tap, c.p. brass waste 32 mm, c.i. bracket for wash basin and sinks, stainless steel kitchen sink - without drain board 470x420 mm bowl depth 178 mm, semi rigid pvc waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm i/c pvc waste fittings, polyethylene water storage tank with cover and suitable locking arrangemnet, fine sand (zone iv), vitrified floor tile 60x60 cm, ceramic glazed tiles ist quality minimum thickness 5 mm in all colours shades and designs except burgundy, bottle green black, ceramic glazed tiles ist quality 300 x 300 mm in all shades and designs of white, ivory, grey, fume red brown etc., multi surface paint, special primer (c.w), black japan, synthetic enamel paint in black or chocolate shade, mild steel plates, g.i. pipes 40 mm dia, mild steel round bar above 12 mm dia, welding by electric plant, stainless steel (grade - 304) hollow section round/square tubes, stainless steel bolts /square bar and plates
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
Tender For construction of concrete drainage channel for management of gray water from badal bej house to rajib jana house at panchet east,(id-89437569,24-25,sl no-27)
Tender For estimate for construction of concrete lining of attalan minor from rd 55030-63880 and laying underground rcc pipeline in escape channel from rd 63880 - 65500 to connect the attalan minor tail with kalwanoo drain.
Tender For वार्ड क्र. 44 गोकुल नगर सुलभ के पीछे से बापू नगर पुलिया तक का चैनेलाईजेशन कार्य। - ward no. 44 channelization work from behind gokul nagar sulabh to bapu nagar pulia.