Tender For cc interlocking paver blocks providing and laying 80mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,maintenance of roads relaying of available (removed and stacked) interlocking paver block pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and technical specification clause 1504 , excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, 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. 1.2. all kind of soil pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia ,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1. nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 80mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge., maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,b laying of ac / pvc pipes and specials stringing out a.c./p.v.c pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 3. 100 mm internal diameter of pipe line laid complete,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 up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soi
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-7 grade sands pipes as per is:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. , earth work in excavation by mechanical means (hydraulic excavator) / 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. ,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For providing and fixing of pool equipment accessories in swimming pool at sport complex sector-10, ambala city. “providing and fixing of pool racing lane and pool standard podium and other equipment accessories etc. complete in all respect and all other works contingent thereto.” (including three-year defect liability /mtc. free of cost. ) - [1.pm057] pm057. hire charges for jcb with bucket capacity more than 0.75 cum with fuel and driver [rate], [10.2]supplying and filling in plinth with sand (conforming to zone-iv, is 1542) under floors, including watering, ramming, consolidating and dressing complete. [through rate], [10.50.1]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. 1. polished granite stone slab jet black, cherry red, elite brown, cat eye or equivalent. [through rate], [11.13.2]cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 2. 20 mm cement plaster [through rate], [11.52]cement rendering on plaster 1 mm thick [through rate], [12.134.4]providing and fixing factory made upvc white colour sliding glazed window up to 1.50 m in height dimension comprising of upvc multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape and size according to upvc profile), appropriate dimension of upvc extruded glazing beads and upvc extruded interlocks, epdm gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), g.i fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. profile of frame and sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware`s and drainage of water etc. after fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing and direction of engineer-in-charge. (single / double glass panes, wire mesh and silicon sealant shall be paid separately). variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 4. three track three panels sliding window with fly proof s.s wire mesh (two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (area of window above 1.75 sqm). [through rate], [12.171]providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and bottom pivot and double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer-in-charge (door handle, lock and stopper etc.to be paid separately). [through rate], [12.177.1]providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (cost of aluminium snap beading shall be paid in basic item): 1. with toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) [through rate], [13.41]providing and fixing stainl
Tender For supply and installation of vehicle shed - column 150mm nominal bore , truss for span 6987mm , purlins , ppgi sheet 14ft long , pre-painted galvanized steel sheet , sd screw with epdm washer , 12mm dia tmt bar , 8mm dia tmt bar , ms binding wire 0.9mm dia annealed , 12mm th shuttering plywood size 8ftx4ft , nails 1 inch and 2inch mixed , form oil , cement base paint applying as per manufacturing instruction , cement primer , supply of 4x450mm mild steel welding rod each pkt 90 rods , thinner , red oxide , synthetic enamel paint , painting brush 3 inch , lightening conductor , cement of 43 grade opc in sealed bags each weighting 50 kgs , river sand coarse , stone agg graded 10 to 20mm , stone agg graded 40mm , hardcore 40mm to 63mm broken boulder stone , pcc solid bricks of size 230 mm x115mm x75mm of minimum strength of m 15 grade a quality , material for stone sett flooring with granite stone with stone setts of size 200 to 250 mm long 150 to 200 mm wide and 150 mm deep and sides dressed
Tender For upgradation of mps bungalows at north/south avenue under sub-div.-i of pawd-iii, new delhi, dg. 2026-27. (sh: renovation of servant quarters, crpf rooms, guest room, gfrc jali work, red sand stone flooring, finishing & other miscellaneous works at bungalow no.10 rajaji marg).subwork/packages:civil work