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Tender For auction sale of others - total qty.= 10 nos., description:- scrap and unserviceable masonry structure of abandoned railway quarter nos. at anuppur - 06/1-6, 11/1-2, 27/1-2(10 units, type-i) with total plinth area of 415.26 sq. meters. remarks - 1) dismantling of the above quarters will be done by the purchaser at his own cost and risk and without causing any loss to any railway property. purchaser will demolish and clear up to ground level only. while dismantling explosive should not be used. all the debris, unserviceable materials to be cleared from site to outside railway land by the purchaser. 2) any loss due to theft, accident etc. shall be the sole responsibility of the purchaser and no claim on this account will be entertained by the railway. 3) purchaser will not demolish water supply pipeline and electrical post in the form of pipe or rail and the same are not offered for auction. 4) the purchaser is to return the fencing & fencing gate, pvc door, water supply pipe, electrical fittings including connecting pipe are not offered. 5) auction components do not include chain link, barbed wire, tie bar panel, rail fencing post, water supply pipe & electrical post. the same has to be return back to stockholder/custodian.special remarks - 1) due to complexity of lot, free delivery period against this lot will be 80 days as per railway board letter no. 2015/rs(s)/709/5 dated 29/01/16 under chapter no.-7.4. 2) material to be sold on as is where is basis and will be delivered in numbers.
Tender For auction sale of others - total qty.= 46 nos., description: - scrap and unserviceable masonry structure of abandoned railway quarter nos. at burhar - 2/1-2(02 units, type-ii), 16/1(01 unit, type-i) and at shahdol - 147/1-4, 148/1-4, 149/1-4, 150/1-4, 173/1-4, 70/1-6, 49/1, 118/2-4, 215/1-4, 359/1-2, 360/3-4(38 units, type-i), 160/1-2, 196/1-2(04 units, type-ii) and pay office at shahdol with total plinth area of 1595.02 sq. meters. remarks - 1) dismantling of the above quarters will be done by the purchaser at his own cost and risk and without causing any loss to any railway property. purchaser will demolish and clear up to ground level only. while dismantling explosive should not be used. all the debris, unserviceable materials to be cleared from site to outside railway land by the purchaser. 2) any loss due to theft, accident etc. shall be the sole responsibility of the purchaser and no claim on this account will be entertained by the railway. 3) purchaser will not demolish water supply pipeline and electrical post in the form of pipe or rail and the same are not offered for auction. 4) the purchaser is to return the fencing & fencing gate, pvc door, water supply pipe, electrical fittings including connecting pipe are not offered. 5) auction components do not include chain link, barbed wire, tie bar panel, rail fencing post, water supply pipe & electrical post. the same has to be return back to stockholder/custodian.special remarks - 1) due to complexity of lot, free delivery period against this lot will be 80 days as per railway board letter no. 2015/rs(s)/709/5 dated 29/01/16 under chapter no.-7.4. 2) material to be sold on as is where is basis and will be delivered in numbers.
Tender For corrigendum : supply of carriage of pcc and stp poles 8.5, 11 and 13 mtr , carriage of line material , erection of pcc and stp poles 8.5, 11 and 13 mtr , erection of double poles 8.5, 11 and 13 mtr , installation and fixing of 11 kv tpmo. , erection and grouting of stay set , providing and fixing of insulator , laying of acsr weasal, rabbit and dog conductor. , erection of abc conductor , grouting of pcc and stp poles , making of plinth , fixing of earthing rod , chopping of tree branches , providing and fixing of clamps of lt , providing and fixing , carriage and installation of 25 kva transformer , carriage and installation of 63 kva transformer , carriage and installation of 100 kva transformer , carriage and installation of 400 kva transformer , dismantling of old pcc and stp poles , dismantling and removal of conductor , erection of section tee pole , carriage and installation of lt dist box , provding and fixing, filling cable joints , safe carriage of cables , laying of under ground cable , laying of overhead cable , guarding of 11 kv line by gi wire , safe carriage and installation of metering unit , safe carriage and installation of metering cubicle , provding and fixing wearing gi pipe
Tender For corrigendum : (i) proven of iron ladder at md accn of offrs, jcos & or of mcmm jabalpur (ii) provn of chain link fencing at mandir line of mcmm jabalpur (iii) provn of parking shed alongwith allied works near new hkc of mcmm jabalpur (iv) provn of school bus stand at various locations of mcmm jabalpur (v) provn of shelter for genr set alongwith hard standing plinth at mcmm jabalpur (vi) provn of drainage system for mt park at cmm jabalpur (vii) provn of parking shed at various locations of mcmm jabalpur (viii) provn of dome shape shelter at gate of mcmm jabalpur (ix) provn of overhead shed on exsiting pathway at various locations of mcmm jabalpur (x) provn of rcc hume pipe for drain out of rain water below footpath at various locations of cmm jabalpur (xi) provn of overhead garages shelter for students at cmm jabalpur (xii) provn of ladies toilet block at mcmm jabalpur (xiii) provn of 07 x high mast security lights at mcmm jabalpur.
Tender For providing & fixing of sanitary items and allied work in model jail sector- 51, u.t. chandigarh (fansi chakki, midday meal, music room) - excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10, all kinds of soil .2.10.1, pipes, cables etc, not exceeding 80 mm dia. .2.10.1.1, pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre .2.10.1.2, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : .4.1, 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.4, 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10, 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 size in : .6.4, cement mortar 1:6 (1 cement : 6 coarse sand .6.4.2, 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. (size 300mm x 600mm) .8.31, providing and fixing aluminium sliding door bolts, isi marked anodised anodic coating not less than grade ac 10 as per is : 1868), transparent. .9.96, 250x16 mm .9.96.2, as per detail attached ., providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete .9.97, 200x10 mm .9.97.2, as per detail attached ., providing and fixing aluminium handles, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : .9.1, 125 mm .9.100.1, as per detail attached ., providing and fixing pressed steel door frames conforming to is: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including m.s. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by engineer-in-charge: .10.14, profile b .10.14.1, fixing with adjustable lugs with split end tail to each jamb .10.14.1.1, providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the engineer-in-charge. .11.56, polished granite stone slab of all colour and texture exceptblack,
Tender For mla-sdf- kothamangalam lac- 2025-26- setting up of open gym equipments at ward 15, kothamangalam municipality, ernakulam district - construction of open gym, 2.6.1:earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge.all kinds of soil, 4.1.8:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources), 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources), 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more, 5.9.1:centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete, 16.83:taking out existing cc interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of engineer-in-charge., od289920/2025-2026:walker single- providing and fixing walker single fnf 004- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe- for leg frame, minimum 25 nb gi c-class pipe for handle frame, nylon 66 injection moulded casing clamps, lldp root molded seat with inbuilt bolts 3/8" x 1.5" foot rest, nylon 66 injection molded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289924/2025-2026:rider- providing and fixing fun rider (fnf 002)- minimum 100 nb gi c-class pipe- for main frame, minimum 32 nb gi c-class pipe for seat frame, minimum 40 nb & 25 nb c class gi c-class pipe for handle frame, minimum 32nb & 25nb gi c-class pipe with two handles for leg rest, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest & seat rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat., od289921/2025-2026:ski trainer- providing and fixing ski trainer- fnf 014- minimum 100 nb g.i. c class pipes for main frame, minimum 40 nb g.i. pipe for foot rest pipe, minimum 40nb & 25 nb g.i. pipe for handle, minimum 25 nb & 40 nb gi c-class pipe for connecting pipe, lldp rotomoulded seat with inbuilt bolts 3/8" x 1.5" for foot rest, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80micron thickness powder coat, od289922/2025-2026:abb trainer- providing and fixing abb trainer - fpspcl187- minimum 80 nb gi c- class pipe for main frame, minimum 32 nb gi c-class pipe for side frame, minimum 25 nb g.i. pipe for intermediate pipe, nylon 66 injection moulded bearing cap & pipe cap, fully done by first coat of primer – jotun brad 40-50 micron thickness and top coat of pure polyester powder with 70- 80 micron thickness powder coat ., od289923/2025-2026:cycle- providing and fixing cycle - fpspcl208 - 25 nb & 40 nb gi c-class pipe for main frame, 32 nb gi c-class pipe for seat frame, 25 nb
Tender For dismantling of venna building , properly removing old serviceable/ usable materials, transportation of debris & making the plinth in plane surface with all t&p materials & labours at msetcl kalwa complex, airoli, navi mumbai.
Tender For dismantling of alaknanda, mandakini, tapi & 03 nos. of sheds, properly removing old serviceable/ usable materials, transportation of debris & making the plinth in plane surface with all t&p materials & labours at msetcl kalwa complex, airoli, navi mumbai" (2nd call)