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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 construction of m.s. stair for entry and exit from outside at kitchen and strengthening of kitchen floor for movement of trollies at centenary hospital, smpk
Tender For annual repair and maintenance of to various roads under pwd division east roads/(m-212), delhi during 2025-26 and 2026-27. (sh-providing service of maintenance vans, thermoplastic paint and kerb stone painting for day-to-day repair work under sub. division er-ii and iii
Tender For annual repair and maintenance of to various roads under pwd division east roads/(m-212), delhi during 2025-26 and 2026-27. (sh-providing service of maintenance vans, thermoplastic paint and kerb stone painting for day-to-day repair work under sub. division er-i and iv
Tender For annual repair and maintenance of various road under pwd division south east road-1/sub division ser-11, ser-12 during 2025-26 and 2026-27. (sh - providing service of maintenance vans, thermoplastic paint and kerb stone painting for day to day repair work in div. ser-1)
Tender For annual repair and maintenance of various road under pwd division south east road-1/sub division ser-13, ser-14 during 2025-26 and 2026-27. (sh - providing service of maintenance vans, thermoplastic paint and kerb stone painting for day to day repair work in div. ser-1)
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 rain water harvesting - earth work in excavation over areas (exceeding 30 cm in depth , one and half mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to one and half mtr , dispose earth to be level and neatly dressed complete as per the instruction of engineer-in-charge.all kinds of soil/ soft rock/ weathered rock , return earth filling by available excavated earth (excluding rock) or locally available sand in trenches , plinth , sides of foundations etc. in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming(allow for breading up lumps , shrinkage etc.) watering lead upto 50 metre and lift up to 1.5 m complete as directed by the engineer-in-charge , providing and laying plain cement concrete 1isto3isto6 (1 cement isto 3 coarse sand isto 6 graded stone aggregate 20mm nominal size )in foundation , plinth wherever necessary including desalinating , finishing , curing etc. as per specification all complete but centring and shuttering etc. , providing and laying reinforced cement concrete work 1isto1.5isto3 (1 cement isto 1.5 coarse sand isto 3 graded stone aggregate using 20 mm down screened and washed) including machine mixing , placing in position and mechanically vibrating in footing , column , plinth beam up to plinth level and like including preparing of the top surface finishing curing ecomplete in all respects as per specification and direction. , hire and labour charges for providing and fixing straight shuttering for concrete works to anywhere at any floor (including staging) including strutting , propping etc. and removal of form or striking out after completion of works as directed and specified by the engineer-in-charge. a) foundations , footings , bases of columns plinth beam etc , steel reinforcement (for reinforced cement concrete work) including transporting , decoiling , straightening , derusting , placing , cutting to requisite length , hooking , bending to correct shape , placing in proper position and binding with 16 gauge black annealed wire at every intersection including removal of loose rust and applying a coat of cement wash if necessary complete in all respects as per drawing and at any floor as directed. , brick work with common burnt clay modular bricks of class designationisto cement mortar 1isto6 (1 cement isto 6 coarse sand). 7.5 in foundation and plinth inisto , 12 mm cement plaster of mix isto 1isto 4 (1 cement isto 4 coarse sand ) , supplying , filling , spreading & leveling stone boulders of size range 5 cm to 20 cm , in recharge pit , in the required thickness , for all leads & lifts , all complete as per direction of engineer-in-charge. , supplying , filling , spreading & leveling gravels of size range 5 mm to 10 mm , in the recharge pit , over the existing layer of boulders , in required thickness , for all leads & lifts , all complete as per direction of engineer-in-charge. , supplying , filling , spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit , in required thickness over gravel layer , for all leads & lifts , all complete as per direction of engineer -incharge. , supplying pea gravel as per direction of engineer -incharge. , supplying upvc slotted pipe 100 mm dia as per isisto12818 as per the dircetion of engineer -incharge. , supplying u-pvc pipes (working pressure 4 kg per cm square) single socketed pipe 110 mm dia as per the dircetion of engineer -incharge. , supplying upvc coupler for upvc drainage pipes 110 mm as per the dircetion of engineer -incharge. , supplying upvc bend 87.5 degree 110 mm bend as per the dircetion of engineer -incharge. , supplying upvc pipe clip 110 mm bend as per the dircetion of engineer -incharge. , boring/drilling bore well of required dia for casing/ strainer pipe , by suitable method prescribed in isisto 2800 (part i) , including collecting samples from different strata , preparing and submitting