Tender For bid to ras supply of earth work , providing and laying in position cement concretework , providing and laying in position specified grade of reinforced , sand pit wall with filling loss sand , steel reinforced of rcc work , supply of ms bolts , structure of steel work , providing and fixing ms plate 5mm thick , providing and fixing rain shed sheet at top platform , designing providing and fixing plaster work , one set of adventure stairs to climb the top of tower , movable climbing holds , clipping rope 12 mm , harness , screw carbiners , quickdraws , belay gloves
Tender For construction of unit-1 head work of weir and unit-2 canal in earthwork 1.5 k.m and c.d. 2 no. v.r.b. 1 no. concretestructure of ghughari kala diversion scheme.
Tender For bid to ras tender for supply of internal external painting including repair works of 28 nos a type blocks at nwp : : - white washing with lime to give an even shade old work two or more coats , 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 , removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete , repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground all complete as per direction of engineer in charge with cement mortar 1 ratio 4 1 cement 4 fine sand , finishing walls with acrylic smooth exterior paint of required shade old work two or more coat applied at the rate 1.67 ltr per 10 sqm on existing cement paint surface , demolishing r.c.c. work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 2 4 1 cement 2 coarse sand zone iii 4 graded stone aggregate 20 mm nominal size , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level. thermo-mechanically treated bars of grade fe 500d or more. , centering and shuttering including strutting , propping etc. and removal of form for lintels , beams , plinth beams , girders , bressumers and canti , providing and fixing double scaffolding system cup lock type on the exterior side of building structure , upto 25 metre height , above ground level , including additional rows of scaffolding in stepped manner as per requirement of site , made with 40mm dia m.s. tube
Tender For annual rate contract for construction work with materials and labour for mahudha nagarpalika area. - box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 m., excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to 50 meter lead (a) for loose or soft soil, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20 cm thickness including watering, ramming and consolidating etc. complete., providing and laying cement concrete 1:3:6 (1 cement : 3-coarse sand :6- hand broken stone aggregate 40 mm. nominal size) and curing complete excluding cost of form work in :(a) foundation and plinth, providing and laying compacted w.b.m. 100 mm. thick of grading-i b.t. metal of size 45 mm to 90 mm in two layers including using 22 percentage stone screening 13.2 mm size and percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying compacted w.b.m. 150 mm. thick of grading-ii b.t. metal of size 45 mm to 63 mm in two layers including using 13 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing laying controlled cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concretework in : rcc lintels, providing laying controlled cement concrete m-250 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concretework in : rcc slabs & landings, providing and casting in situ ordinary cement concrete m-200 forkerbs/kerb blocks including formwork, curing and finishing complete. (upto 10 ton), providing and casting in situ controlled cement concrete m-200 for average 100 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete (upto 10 ton), providing tmt bar fe 500/500d reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level (upto 10 ton), white stone bela masonry block in course in foundation, plinth & super structure with stone of approved quality in cement mortar 1:5 (1cement : 5 course sand) including racking the joints etc. complete., white stone bela masonry work in partition walls up to 15 cm thickness in cement mortar 1 : 4 course sand), providing 15 mm thick cement plaster in single coat on fair side brick/concrete walls for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry. (ii) cement mortar 1:4 ( 1 cement : 4 sand), providing 10 mm thick cement plaster in single coat on ceiling and soffit of stair for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry for plastering on ceiling and soffits of stairs up to floor two level instead of plastering on walls. (ii) cement mortar 1:4 ( 1 cement : 4 sand), 20 mm thick sand faced cement plaster on walls upto height 10 meters above ground level consisting of 12 mm thick backing coat of c.m. 1:3 (1:cement - 3:sand) and 8 mm thick finishing coat of c.m. 1:1 (1:cement - 1:sand) etc. complete, providing and laying white glazed tiles of 6 mm thick in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1:cement - 3-coarse sand) finished with flush pointing in white cement., providing and laying white glazed tiles of 6 mm thick in skirting of
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 corrigendum : work of name :- remaining work pkg. no. rj-23-10/srf (rr) / np / 2022-23 distt kota - providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift, fdkuiqjk rfd;k ls punzsly, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc ordinary kilometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, kilometre stone reinforced cement concrete m15grade kilometre stone of standard design as per irc:8-1980, fixing in position including painting and printing etc hectometer stone (precast), fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and erecting typical citizens information board as per approved drawing & specification of mord, made of two ms sheet of 1.6 mm thick each of size 900 mm 750 mm stiffened by angle iron 25 mm 25 mm 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 swg sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick ms plate at 12 places (65 50 mm) duly embedded in cement concrete m-15 grade of block of 600 mm 600 mm 750 mm size below ground level as per enclosed drawings & as directed by engineering - in-charge. all ms will be stove enameled on both side, lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification., fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, providing and laying reinforced cement concrete pipes np-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia, fdkuiqjk rfd;k ls punzsly, e.mkuk ls guksfr;k, total, dry lean cement concrete sub - base. construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per table 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing., fdkuiqjk rfd;k ls punzsly, total, providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m-30 pavement grade, fdkuiqjk rfd;k ls punzsly, total, earthwork in excavation for foundation of structure complete with all l
Tender For corrigendum : project supply, installation, testing and commissioning of 20nos radar and accessories. sh civil works at yarada visakhapatnam phase-ii - extra for concretework in superstructure above floor v level for each four floors or part thereof by mechnical means., reinforced cement concretework in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) thermo- mechanically treated bars of grade fe-500d or more., centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers, brick work with non modular fly ash bricks conforming to is:12894, class designation 10 average compressive strength in super structure above plinth level up to floor v level in :cement mortar 1:4 (1 cement : 4 coarse sand), providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete., float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm)., providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete., providing and fixing is : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm, fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately), providing and fixing factory made single extruded wpc (wood polymer composite) solid door/window/clerestory windows & other frames/chowkhat comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modulus of elasticity 900 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with m.s hold fast/lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in- charge. (m.s hold fast/lugs or ss dash fasteners shall be paid for separately). frame size 45 x 70 mm, providing and fixing factory made single extruded wpc (wood polymer composite) solid plain flush door shutter of required size comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of
Tender For corrigendum : provision of additional transformer alongwith associated items at af stn pune under ge (af)lohegaon - s & f steel tubular swaged poles complete with cast iron plate, finial taper plug, bolt, nuts & screws as specified type 410 sp-55 (11 mtr long) including one coat of red oxide primer and two coats of aluminium paint and making 30 cm wide strips (total -05 nos) with yellow and black paint alternately on external surface above column/pcc benching including numbering with black paint and painting with bitumenous paint internally and externally for portion embedded complete all as specified and directed., s & f air break gang operated switch with 12 nos insulators outdoor type, triple pole, mechanically operated, suitable for vertical installation, single break, provided with locking arrangement consisting of ms chanel ht post type insulator copper alloy, high pressure assembly drop out fuses operating rod of 20 mm dia gi pipe (medium grade) for operating from 1.2 m above gl complete including drop out fuses conforming to is-9921 part-i to v (1982 to 1985) of 1972 rated voltage 11 kv and for current rating 200 amp all as specified, material and labour for lightning arresters nominal discharge current peak 65 ka rating, suitable for operation on ht 11000 volts system, comprising of zinc oxide disks, electrodes, fibre re-in forced composite structure, non tracking weather resistant shedded heat shrinked polymeric housing for withstanding from the effects of pollution, rain, heat and with moisture seal , stainless steel bolts and nuts, stainless steel end fitting cups and fixing arrangements complete all as specified and as directed., m&l for cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections i.e m.s. channel or angle sections etc. including new nuts, bolts, washers as reqd dia/length in size, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive one primer coat of red oxide, one under coat and one finishing coat of aluminium paint (1st quality ) as reqd complete as specified., m & l for cement concrete 1:3:6 type c1 (using 20 mm graded aggregate) as lean concrete for coping of pole, stay foundation etc including form work & finishing the surfaces even & smooth with out using extra cement complete all as specified, material and labour for cement concrete 1:2:4, type b-2 (using 40 mm graded stone aggregate) as lean concrete for road finishing even and fair without using extra cement complete all as specified and as directed., supply, laying & testing cable xlpe insulated, screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 95 sq mm., s&f of cable end jointing kit 95 sqmm, 3 core xlpe 11kv ht cable cold shrinkable outdoor type, incl carrying out 5kv megger test after jointing complete all as specified and directed by engr-in-charge., s&f of cable end jointing kit 95 sqmm, 3 core xlpe 11kv ht cable cold shrinkable indoor type, incl carrying out 5kv megger test after jointing ,complete all as specified and directed by engr-in-charge., supply, laying & testing cable xlpe insulated, screened, pvc bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of size 3.5 core 400 sq mm including aluminium lugs, cable glands ,complete all as specified and directed by engr-in-charge., supply, laying & testing industral pvc frls insulated single core flexible cable, electric power cables (heavy duty) with stranded copper conductor, 1100 volts grade, of size single core 185 sq mm, including copper cable lugs, cable glands ,complete all as specified and directed by engr-in-charge., supply and install, testing and commisioning of outdoor transformer as per is : 1180 part-i, level-ii step down, c
Tender For the work include construction of a two storeyed officie residential building with plinth area 364.18m2 and is proposed as load bearing with pile foundation, soil strengthening works super structure using cement concrete blocks etc