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Tender For nagercoil corporation providing cement concrete road at bethany street (150019s1228),indira street (150019l0902),hmc church street (150019s1230),an kudi road (150019s1222),rajakkamangalam (150020s1261),channel karai (150020s1248),sathrapathi sivaji s
Tender For corrigendum : strengthening of five numbers of concrete bridges across power channel from dakpathar silt ejector to kulhal power house, dehradun
Tender For providing cement concrete pavement and protective wall at pakthankadu channel karai street in elluvilai village panchayat (length of the road 91.00 width of the road 3.75)
Tender For procurement and installation of different instruments for instrumentation of earth dam and spillway in deo irrigation project for the year 2025. - supply of fiberglass reinforced plastic (frp) make universal enterprises an improved venturi plate conformed to is: 9108 for accurate measurement of water flowing through channels comprising of masonry construction provided with pre-fabricated glass fiber lining on both sides, a side chamber provided in one side masonry wall of the said flume on the upstream side, a pipe provided at the bottom of the chamber connecting the said chamber with the water flowing through the notch, a float means provided in the said chamber, enabling recording the rising or falling level of water in the said chamber such as a scale provided in the said chamber, moulded engraved gauge marking in lit/sec and also in centimeter including moulded and engraved discharge table, capacity marking, flow direction, m.s pipe stiffeners, hold fasts, sand treatment on the backside of plate but excluding gst as per the instruction of engineer-in-charge etc. complete, inside spillway foundation gallery - 15 lit./sec. v-notch, seepage drain - 90 lit./sec. v-notch, calibration marks:- supply of polymers composites improved calibration marks make universal enterprises with contact molding process, both side finish, m.s. strip embedded inside, engraved and molded marking for bands and figures covered with radium and covered with two coats of polyurethane for surface protection with marking in reduced levels, sill, fsl, frl, mwl but excluding gst as per the instruction of engineer-in-charge etc. complete, supply vw up-lift pressure meter provision for connected to das make : aimil ltd. uplift pressure meters are used for measuring and recording of uplift pressures acting in foundations of concrete/masonry dams. vibrating wire type uplift pressure meter : range: 0.2 mpa to 5.0 mpa./7ksc accuracy: 0.5 -1 % fs. temp limit: - 10 to 70 deg c. coil resistance: 140 - 160 ohm thermistor: ysi-44005 or equivalent. material: stainless steel cable: 1m, 4-core borehole for uplift pressure meter at foundation gallery (inside spillway) should be straight from foundation level and clear. proposed location : inside spillway foundation gallery in overflow section: 7 no. non overflow section: 2 no. purpose: uplift water pressure measurement. (but excluding gst), supply automatic seepage measuring system make : aimil ltd / sysgeo italy or equivalent vibrating wire water leakage measuring systems are used for measuring water leakage and flow in dam galleries by installing v notch weir coupled with vibrating wire sensor for remote monitoring of water leakage. sensor type: sensor : vibrating wire precision water level sensor range: 300mm resolution: 0.025%fs material : stainless steel excitation : sweep or pluck assembly: v.w. type sensors enclosed in an environmental proof fibre glass box. splicing kit & adhesive required accessories. proposed location : inside spillway foundation gallery: 1 no. toe drain: 1 no. (drainage outlet) purpose: seepage water measurement in liter per second (but excluding gst), supply data logger or data acquisition system aimil make dt85g with cem20 or ace s korea analog channels 16 analog input channels each channel is independent and supports: one isolated 3-wire or 4-wire input, or two isolated 2-wire inputs, or three common referenced 2-wire inputs. expansion requires optional cem20 sampling integrates over 50/60hz line period for accuracy and noise rejection maximum sample speed: 40hz effective resolution: 18 bits linearity: 0.01% common mode rejection: >90db line series mode rejection: >35db vibrating wire frequency range: 500 to 5khz coil resistance: 50 to 200 stimulation method: single pulse pluc digital channels 8 bi-directional channels input type: 8 logic level (max 20/30v) output type: 4 with open drain fet(max: 30v, 100ma) 4 with logic output alarms power supply , sim card will be in your scope. propo
Tender For custom bid for services - the diversion of the 1 kilometer 3 3 overhead power line at dhoptala ocm of sasti sub area-1 "erecting rolled steei joist (girder) pole 200 * 100 mm. (25, 0kg / m) with provided base plate in provided foundation as per specification no. , ", 2 making cement concrete foundation including excavation (60 * 60) cm x deep 1/6 of pole length in 1:3:6 cement concrete 20 * 25mm stone metal, 45 cm x 45 cm x 45 cm 145 cm dia. x 45 cm. height plinth duly plastered, with necessary joating ang hoisting complete. (tor upto 9 m poles) , 3 "supplying and erecting g.l. stay set for poles, including loop insulators at inaccessible height complete with anchor plate 300 x 300 * 6 mm., straining screws. g.l. stay wire 7/8 swg.g.i. stay rod 20 mm x 1.8m length and pole clamps duly erected in provided cement concrete foundation., ", 4 "making cement concrete foundation including excavation ( 60 * 60 * 150) cim deep in 1:3:6 cement concrete, (20 to 25) min stone with necessary curing and finishing complete. (for stay). , ", 5 ereeting acsr conductor of size-6/1-4.72 mm (dog) complete. (394 kg(km) as per specification no oicon/acsr, 6 "supplying and erecting v cross arm with ism channel of, 75x40x6mm for 11kv ht oil line with arrangement to fix insulator at 45mm from the end & horizontal distance between insulators 1220mm bent at angle of 60 degree keeping base 305mm and the total vertical height of v cross arm as 460mm, and fixed on pole with ms clamp of 80x10 mm, nut bolts, washers complete as per specification no.oh-pl/vcaerecting acsr conductor of size-6/1-4.72 mm (dog) complete. (394 kg/km) as per specification no. ohcon/acsr", 7 supplying and erecting porcelaindise type insulator 45knwith necessary hardware suitable for ikv line, complete as pe specification no. , 8 supplying and erecting porcelain pin type insulator with g.l. pin suitable for 11kv line, complete as per specification no., 9 "supplying, installing and testing pipe type earthing with 40mm. dia. g.i. pipe or 20 mm dia. g.1. rod complete with all accessories of gl materials & recording the results as per specification no. , ", 10 paintingofsteeltubular/rail/rsjpoleabove6.0mlengthalongwith street light polebrackets, clamps etcby scrapping the existingpaint complete asper specification no., 11 supplying and erecting anti climbing devices, fabricated from pole clamps of ms flat 40x5 mm, with drooping spikes 15 cm, in length, welded to it and erected on pole complete.
Tender For completion of balance work of remodeling/spot treatment of zamindari khul minjee khass by way of cement concrete lined channel and protection wall at spots youkma minjee (mac) area
Tender For construction of security barrack at mohuldih mines - clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. , supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent , diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration , earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil. , filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size , providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 isto 6 1 cement 6 coarse sand , brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand , half brick masonry with common burnt clay f .p .s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1 isto 4 1 cement 4 coarse sand , centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete , centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform , steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500d or more make sail or tata or jindal , 15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic , 12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for
Tender For corrigendum : daivya apda work under edd fatehabad - carriage of following from 132 kv taj agra to 33/11 kv substations through the kacha and pakka road including the work of its loading and unloading at the respective ends including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work.(distance 00-70kms.) 8.5/9/11 mtr/13mtr.. long pcc/stp poles., carriage of following from 132 kv taj agra to 33/11 kv substations through the kacha and pakka road including the work of its loading and unloading at the respective ends including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work.(distance 00-70 kms.) 11 kv x-arms, weasal conductor, g.i wire,disc insulators, pin insulators, clamps and other required line material, if any., carriage of following from realted 33/11 kv substations to site of work i.e. pit point through the kacha and pakka road by using manual labour or tractor/hydra as per site requirment including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work.(distance 00-10 kms.) a) 8.5/9/11 mtr/13mtr.. long pcc/stp poles., carriage of following from realted 33/11 kv substations to site of work i.e. pit point through the kacha and pakka road by using manual labour or tractor/hydra as per site requirment including the cost of arrangement of labour, t&p, carrier etc. required for proper completion of work.(distance 00-10 kms.)d) 11 kv x-arms, weasal conductor, g.i wire,disc insulators, pin insulators, clamps and other required line material, if any., cutting of kharanja/mettalic road/concrete portion while digging pit for erection of pcc/stp poles, stays rod and giving the exact shape after exicution work as per direction of supervising engineer. it includes the cost of labour, t & p, carrier etc reauired for proper completion of work., replacement & erection of damaged poles of lt lines by digging of pits and dismantling of all 11kv/lt accessories from the existing / damaged pole and erection of single new pole including fitting all accessories., replacement of damaged poles ht lines by digging of pits and dismantling of all 11kvkv accessories from the existing / damaged pole and erection of single new pole including fitting of all accessories., replacement of damaged poles 33 kv lines by digging of pits and dismantling of all 11kv/33 kv accessories from the existing / damaged pole and erection of single new pole including fitting of all accessories., grauting of new erected 8.5 mtr/ 9 mtr/11mtr/13mtr long pcc/stp poles, recostructions of damaged double pole (saction) on 11 kv lines by dismantling of t/f, opening of all accessories of lt s/s then removing damaged poles by digging earth pit(s), erecting new poles then fixing of of lt s/s accessories such as dropper channel, t/f base, disc insulators with fitting and other 11 kv accessories etc., required for proper completion of work., replacement of damaged double pole structure on 33 kv lines dismantling of t/f, opening of all accessories of lt s/s then removing damaged poles by digging earth pit(s), erecting new poles then fixing of of lt s/s accessories such as dropper channel, t/f base, disc insulators with fitting and other 11/33 kv accessories etc., required for proper completion of work., erection of stays its tightning, binding, nozelling etc. of stay wire with stay and stay clamp of pole as per requirement of work at site., re- sagging and stringing of existing conductor in 11kv/ /lt line as per direction of supervising engineer including the cost of arrangement of labour,t&p, carrier etc. required for proper completion of work a) acsr weasel conductor., b)acsr dog conductor., c) 50/95/120 sqmm abc., removal of following damaged conductor of existing damaged line including opeing of jumpers and line accessories etc making bundle, stacking at safe place and its relaying after completion of pole work, including fixing of acce
Tender For construction of head work supply channel and escape channel of main irrigation khul baroo by way of cement concrete lined channel, crate work and installation of 01 no single shutter gate