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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 tender for supply of carefully removing the veneering wall etc. , after proper documentation bringing them down at a height of 2.50 mtr , stocking for reuse , erecting and removing of supports at down properly etc. , complete. , carefully removal of core filling in between stone masonry veneer wall and stacking the useful materials and conveyance of debris to a far away from the monument premises , etc.complete , excavation/scientific clearance of earth deposit to retrieve fallen architectural stone elements and to expose the buried plinth and original floor & drainage system , including stacking useful stones and disposing of the excavated earth after proper screening outside the temple complex , etc.complete. , carefully resetting the old available veneer stone and new stone in original position in lime mortar 1in2 including necessary pointing the stone joints in same mortar with suitable colour oxides , curing , as per the standard specifications and as directed etc. complete. , construction of brick work for corefilling and in the edges with country bricks specially made as per requirement in lime mortar 1in2 , curing etc. , complete. , providing apron and pathwaty using new stone flooring slabs of size 1.20m to 0.90m in length 0.60m to 0.45m in breadth and 3inch to 4inch thick properly dressing as per the old available clues setting in lime mortar 1in1.5 above the foundation concerete and pointing the stone joints with lime mortar 1in2 curing etc.complete. , supplying and making of new veneer stone with good quality of new stones properly dressing all sides and architectural designs as per the available clues in the place of damaged and missing members etc.complete. , disposal of waste and unserviceable materials outside temple premises , stacking the stone members and leveling the undulated area , etc.complete. 1.disposal of building rubbish or malba or similar unserviceable , dismantled or waste materials 100 cum 2. removal and stacking of store members 75 cum 3. for leveling the area-creation of parking space approximately size of 80m x 6m x 0.50m 240 cum
Tender For re-construction of collapsed masonry downstream head wall of under tunnel(cd culvert) and repairs to bunga at km.15.255 near lingampally kalan(v), nagireddypet(m), kamareddy(dist) of pocharam main canal of pocharam project.
Tender For reconstruction of collapsed boundary wall with cr masonry including chain link fencing at microwave compound, vairengte, kolasib district, mizoram ba (2nd call)
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 work includes providing side protection wall using rubble masonry, formation of road of using 80mm interlocking paver blocks and construction of culvert etc
Tender For ??????? ??????? ? ??????? ??? ??? ??? ???? ????? ?? ??????? ?? ????? ????? ?????? bhinda-supply of construction material and equipment used in construction to gram panchayat bhinda- , gravel, stone masonry, kharanja stone eret first class, second class, sand / gravel, ballast (crusher & hand broken) pattis, kota stone, marble, rajnagar farshi glazed vitrified tiles, interlocking tiles, cement bricks, pvc water tank (isi mark) etc. , , cement, rods, winding wire, iron girders, conical iron, barbed iron wire, iron doors made in factory, tin shed, enamel paint, distemper, lime, etc. hume pipe 300 mm hume pipe 450 mm hume pipe 600 mm hume pipe 1000 mm hume pipe (all pipes should be isi marked) , , water tanker (4000 liters), cement concrete mixer machine, vibrator, diesel road roller 8 to 10 tons shuttering, iron plate with poles and other materials (all the materials shown in this column are to be taken on rent) , , wall painting in nrega, sbm, housing schemes ,
Tender For construction of rcc framed brick masonry boundary wall and repairing work for office of the executive enginer and assistant engineer p.h.e. sub divison vidisha of district vidisha
Tender For construction of rcc wing wall (lhs) in place of damaged stone masonry wing wall on d-83 canal drop d/s near by-pass gates at 18th old mile, mini hydel station of mhs peddapalli.