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Tender For corrigendum : supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by th
Tender For tender for supply of wall painting with acrylic emulsion paint , providing and applying white cement based putty , 15 mm cement plaster , painting with synthetic enamel paint , 6mm cement plaster of mix , providing and fixing ist quality ceramic glazed wall tiles , white washing with lime , earth work in excavation , providing and laying in position specified grade of reinforced cement concrete , providing and laying in position specified grade of reinforced cement concrete , steel reinforcement , centering and shuttering , structural steel work riveted , demolishing , brick work with common fly ash bricks , half brick masonry with non modular fly ash , providing and fixing white vitreous china pedestal type water closet , providing and fixing wash basin , providing and fixing brass bib cock , providing and fixing water closet squatting pan , providing and laying ceramic glazed floor tiles , providing and fixing on wall face un plasticised rigid pvc swr pipes , providing and placing on terrace polyethylene water storage tank , providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers , providing and fixing pvc door frame , 30 mm thick factory made polyvinyl chloride door shutter , providing and fixing isi marked flush door shutters , neat cement punning , providing and fixing gi pipes , 40 mm dia nominal bore , clearing grass and removal of the rubbish , excavating , supplying and filling of local earth , dismantling colour coated roofing sheet , providing and fixing precoated galvanised iron profile sheets
Tender For material and labour for construction of 334 mtr retaining wall (ht 5m) in ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.
Tender For supply and construction of 200mtr retaining wall (ht 3) at ferozepur - excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed., m&l for cement concrete 1:4:8 type d-2 as in foundation fillings and mass concrete complete all as specified ., m & l formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified., m & l formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified., m & l for m-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified., m & l for mild steel tmt bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified., s&f for pvc (swr) 110mm pipes complete all as specified., returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level, hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, note: in case doubling/duplicancy of boq items , the lowest quoted rate shall be applicable for payment.
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 upgradation of 66kv substation peermade to 110 kv by upgrading 13.6km single circuit 66kv mundakkayam peermedu line into 110kv double circuit line under transmission circle, thodupuzha - siteleveling, construction of retaining wall, compound wall