Municipal Corporation Aurangabad - Maharashtra

22912931 constructing retaining wall for nallah at misarwadi ward no . 34 constructing retaining wall for nallah at misarwadi ward no . 34 , excavation foundation in earth soils of all types sand gravel and soft murum including removing the excavated material up to a distance of 50 mtrs beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary backfilling ramming watering including shoring and strutting etc . comp . ( lift up to 1 . 50m ) spec no . bd . a . 1 pg . no . 259 dsr ino . 1 pg . no . 720 08/2009 , excavation for for foundation in hard urm including removing the excavated material up to distance of 50 m beyond the building area and stacking and spreading as directed dewatering preparing the bed for roundation and necessary back filling remming watering including shoring strutting complete ( lift up to 1 . 50m ) s[pec no . bd . a 2 pg no . 259 dsr i no . 3 pg no . 5 , excavation for foundation in sofr rock and old cemen and lime masonry foundation including removing the excaated materials up to a distance of 50 m beyond the buildingaea and stacking and spreadin g as as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting acomplete lift up to 1 . 50 m ) spec no . bd . a 4 pg no . 259 dsr i no . 7 pg no . 8 , excavation for foundation in hard rock by chiseling wedging lime drilling etc . including trimming and levelling the bed removign he excavted materials up to a distance of 50 m beyond the building area stacking as directed dewatering and back filling with available earth murum ramming watering complte ( above 1 . 50 meters lift ) spec no . bd . a6 pg no . 260 dsr i no . 11 pg no . 9 , dewatering including diversion of stram providing cofferdam bunds etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till completion of bridge etc . complete ad directed by engineer in charge dsr i no . 833 pg no . 188 a ) abutement returns ( perenial river or stram in command aea , providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand grit ramming watering complete spec no . as directed by engineer in charge dsr i no . 19 pg no . 10 , providing and laying in situ cement concrete in 1:4:8 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water form work compacting finixhing if required and curing etc . complete ( 3 . 42 bag / cum ) spec no . bd . e1 pg no . 287 dsr ino . 31 pg no . 15 , providing and laying m 20 cement concrete of trap / granite / quartzite / gneiss/ metal for cast in situ piers abutments returns wings etc including with necessary cenetering shuttering scaffolding compacting by vibrating finishing with cement plaster and formwork curing deweatring bailing out water up to a 4 . 00 m height ) etc . complete as directed by engineer in charge ( 6 . 27 bag / cum ) spec no . br . 27 pg no . 127 dsr i no . 860 pg no . 194 , providing and laying weep holes of 100 m m diameter ac/ pvc as per drawing for abutment returns return walls etc . complete as directed by engineer in charge dsr i no . 836 pg no . 188 , providing and fixing in position tmt bar reinforcement of various diameters for reinforced cement concrete pipes caps footings foundation slas beams columns canopies stair case newels chajjas lintel pardis copings fins arches etc as per detailed design drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporitng as required complete spec no . bd . f 17 pg no . 306 dsr i no . 73 pg no . 27 , trasnportation of surplus material from work site to any disposal place as directed by the engineer in charge with a lead of 3 . 00 km including and stacking etc . comp . ( as per pwd dsr 2015 2016 ) 3 . 00 excavated rock ...

Municipal Corporation Aurangabad - Maharashtra

22525125 constructing retaining wall for nallah at misarwadi ward no . 34 constructing retaining wall for nallah at misarwadi ward no . 34 , excavation foundation in earth soils of all types sand gravel and soft murum including removing the excavated material up to a distance of 50 mtrs beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary backfilling ramming watering including shoring and strutting etc . comp . ( lift up to 1 . 50m ) spec no . bd . a . 1 pg . no . 259 dsr ino . 1 pg . no . 720 08/2009 , excavation for for foundation in hard urm including removing the excavated material up to distance of 50 m beyond the building area and stacking and spreading as directed dewatering preparing the bed for roundation and necessary back filling remming watering including shoring strutting complete ( lift up to 1 . 50m ) s[pec no . bd . a 2 pg no . 259 dsr i no . 3 pg no . 5 , excavation for foundation in sofr rock and old cemen and lime masonry foundation including removing the excaated materials up to a distance of 50 m beyond the buildingaea and stacking and spreadin g as as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting acomplete lift up to 1 . 50 m ) spec no . bd . a 4 pg no . 259 dsr i no . 7 pg no . 8 , excavation for foundation in hard rock by chiseling wedging lime drilling etc . including trimming and levelling the bed removign he excavted materials up to a distance of 50 m beyond the building area stacking as directed dewatering and back filling with available earth murum ramming watering complte ( above 1 . 50 meters lift ) spec no . bd . a6 pg no . 260 dsr i no . 11 pg no . 9 , dewatering including diversion of stram providing cofferdam bunds etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till completion of bridge etc . complete ad directed by engineer in charge dsr i no . 833 pg no . 188 a ) abutement returns ( perenial river or stram in command aea , providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand grit ramming watering complete spec no . as directed by engineer in charge dsr i no . 19 pg no . 10 , providing and laying in situ cement concrete in 1:4:8 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water form work compacting finixhing if required and curing etc . complete ( 3 . 42 bag / cum ) spec no . bd . e1 pg no . 287 dsr ino . 31 pg no . 15 , providing and laying m 20 cement concrete of trap / granite / quartzite / gneiss/ metal for cast in situ piers abutments returns wings etc including with necessary cenetering shuttering scaffolding compacting by vibrating finishing with cement plaster and formwork curing deweatring bailing out water up to a 4 . 00 m height ) etc . complete as directed by engineer in charge ( 6 . 27 bag / cum ) spec no . br . 27 pg no . 127 dsr i no . 860 pg no . 194 , providing and laying weep holes of 100 m m diameter ac/ pvc as per drawing for abutment returns return walls etc . complete as directed by engineer in charge dsr i no . 836 pg no . 188 , providing and fixing in position tmt bar reinforcement of various diameters for reinforced cement concrete pipes caps footings foundation slas beams columns canopies stair case newels chajjas lintel pardis copings fins arches etc as per detailed design drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporitng as required complete spec no . bd . f 17 pg no . 306 dsr i no . 73 pg no . 27 , trasnportation of surplus material from work site to any disposal place as directed by the engineer in charge with a lead of 3 . 00 km including and stacking etc . comp . ( as per pwd dsr 2015 2016 ) 3 . 00 excavated rock ...

Municipal Corporation Aurangabad - Maharashtra

21752085 constructing retaining wall for nallah at misarwadi ward no . 34 constructing retaining wall for nallah at misarwadi ward no . 34 , excavation foundation in earth soils of all types sand gravel and soft murum including removing the excavated material up to a distance of 50 mtrs beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary backfilling ramming watering including shoring and strutting etc . comp . ( lift up to 1 . 50m ) spec no . bd . a . 1 pg . no . 259 dsr ino . 1 pg . no . 720 08 / 2009 , excavation for for foundation in hard urm including removing the excavated material up to distance of 50 m beyond the building area and stacking and spreading as directed dewatering preparing the bed for roundation and necessary back filling remming watering including shoring strutting complete ( lift up to 1 . 50m ) s [ pec no . bd . a 2 pg no . 259 dsr i no . 3 pg no . 5 , excavation for foundation in sofr rock and old cemen and lime masonry foundation including removing the excaated materials up to a distance of 50 m beyond the buildingaea and stacking and spreadin g as as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting acomplete lift up to 1 . 50 m ) spec no . bd . a 4 pg no . 259 dsr i no . 7 pg no . 8 , excavation for foundation in hard rock by chiseling wedging lime drilling etc . including trimming and levelling the bed removign he excavted materials up to a distance of 50 m beyond the building area stacking as directed dewatering and back filling with available earth murum ramming watering complte ( above 1 . 50 meters lift ) spec no . bd . a6 pg no . 260 dsr i no . 11 pg no . 9 , dewatering including diversion of stram providing cofferdam bunds etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till completion of bridge etc . complete ad directed by engineer in charge dsr i no . 833 pg no . 188 a ) abutement returns ( perenial river or stram in command aea , providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand grit ramming watering complete spec no . as directed by engineer in charge dsr i no . 19 pg no . 10 , providing and laying in situ cement concrete in 1:4:8 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water form work compacting finixhing if required and curing etc . complete ( 3 . 42 bag / cum ) spec no . bd . e1 pg no . 287 dsr ino . 31 pg no . 15 , providing and laying m 20 cement concrete of trap / granite / quartzite / gneiss / metal for cast in situ piers abutments returns wings etc including with necessary cenetering shuttering scaffolding compacting by vibrating finishing with cement plaster and formwork curing deweatring bailing out water up to a 4 . 00 m height ) etc . complete as directed by engineer in charge ( 6 . 27 bag / cum ) spec no . br . 27 pg no . 127 dsr i no . 860 pg no . 194 , providing and laying weep holes of 100 m m diameter ac / pvc as per drawing for abutment returns return walls etc . complete as directed by engineer in charge dsr i no . 836 pg no . 188 , providing and fixing in position tmt bar reinforcement of various diameters for reinforced cement concrete pipes caps footings foundation slas beams columns canopies stair case newels chajjas lintel pardis copings fins arches etc as per detailed design drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporitng as required complete spec no . bd . f 17 pg no . 306 dsr i no . 73 pg no . 27 , trasnportation of surplus material from work site to any disposal place as directed by the engineer in charge with a lead of 3 . 00 km including and stacking etc . comp . ( as per pwd dsr 2015 2016 ) 3 . 00 excavated rock...

Municipal Corporation Aurangabad - Maharashtra

21559124 constructing retaining wall for nallah at misarwadi ward no . 34 constructing retaining wall for nallah at misarwadi ward no . 34 , excavation foundation in earth soils of all types sand gravel and soft murum including removing the excavated material up to a distance of 50 mtrs beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary backfilling ramming watering including shoring and strutting etc . comp . ( lift up to 1 . 50m ) spec no . bd . a . 1 pg . no . 259 dsr ino . 1 pg . no . 720 08/2009 , excavation for for foundation in hard urm including removing the excavated material up to distance of 50 m beyond the building area and stacking and spreading as directed dewatering preparing the bed for roundation and necessary back filling remming watering including shoring strutting complete ( lift up to 1 . 50m ) s[pec no . bd . a 2 pg no . 259 dsr i no . 3 pg no . 5 , excavation for foundation in sofr rock and old cemen and lime masonry foundation including removing the excaated materials up to a distance of 50 m beyond the buildingaea and stacking and spreadin g as as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting acomplete lift up to 1 . 50 m ) spec no . bd . a 4 pg no . 259 dsr i no . 7 pg no . 8 , excavation for foundation in hard rock by chiseling wedging lime drilling etc . including trimming and levelling the bed removign he excavted materials up to a distance of 50 m beyond the building area stacking as directed dewatering and back filling with available earth murum ramming watering complte ( above 1 . 50 meters lift ) spec no . bd . a6 pg no . 260 dsr i no . 11 pg no . 9 , dewatering including diversion of stram providing cofferdam bunds etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till completion of bridge etc . complete ad directed by engineer in charge dsr i no . 833 pg no . 188 a ) abutement returns ( perenial river or stram in command aea , providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand grit ramming watering complete spec no . as directed by engineer in charge dsr i no . 19 pg no . 10 , providing and laying in situ cement concrete in 1:4:8 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water form work compacting finixhing if required and curing etc . complete ( 3 . 42 bag / cum ) spec no . bd . e1 pg no . 287 dsr ino . 31 pg no . 15 , providing and laying m 20 cement concrete of trap / granite / quartzite / gneiss/ metal for cast in situ piers abutments returns wings etc including with necessary cenetering shuttering scaffolding compacting by vibrating finishing with cement plaster and formwork curing deweatring bailing out water up to a 4 . 00 m height ) etc . complete as directed by engineer in charge ( 6 . 27 bag / cum ) spec no . br . 27 pg no . 127 dsr i no . 860 pg no . 194 , providing and laying weep holes of 100 m m diameter ac/ pvc as per drawing for abutment returns return walls etc . complete as directed by engineer in charge dsr i no . 836 pg no . 188 , providing and fixing in position tmt bar reinforcement of various diameters for reinforced cement concrete pipes caps footings foundation slas beams columns canopies stair case newels chajjas lintel pardis copings fins arches etc as per detailed design drawings and schedules including cutting bending hooking the bars binding with wires or tack welding and supporitng as required complete spec no . bd . f 17 pg no . 306 dsr i no . 73 pg no . 27 , trasnportation of surplus material from work site to any disposal place as directed by the engineer in charge with a lead of 3 . 00 km including and stacking etc . comp . ( as per pwd dsr 2015 2016 ) 3 . 00 excavated rock ...

Bharat Sanchar Nigam Limited - Maharashtra

13185843 tender for transportation of telecom stores like reinforced cement concrete pipes reinforced cement concrete route joint indicators rcc ring sets frp manholes gi pipes hdpe plb pipes optical fiber cable cable drums packing cases containing racks bays equipments accessories boxes etc under dgm tp ema nagpur area or out of ema area...

Rural Development Department - Maharashtra

9484539 odr 09 to mdr 03, mrl 2 ta.warora cleaning grass and removal of rubbish up 1 dismantaling of flexible pavements and disposal of dismantled materials loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1 excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet 95 % proctor density as per requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 construction of embankment with approved material with minimum cbr 5% obtained from borrow pits with all lead and lift, transporting to site, spreading , grading to required slope and compacting to meet 95 % p. d as per requirement of tables 300.1 and 300.2 with a lead as per technical specification clause 301.5 granular sub base/base/surface course with local materials (table 400.13) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling and watering with three wheel roller 80 100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. (wbm grading 2) construction of earthen shoulders with selected material of minimum cbr 10% and compacting to required camber to 100 % proctor density as per technical specification etc completed as directed by engineer incharge clause 303.1 construction of modified penetration macadam 50 mm thick over prepared base by providing a layer of lightly water and compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80 100 kn static roller to achieve the desired degree of compaction by using bitumen (s 65) 60/70 grade vg 30 as per technical specification etc completed as directed by engineer incharge clause 506. providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.20 0.25 kg / sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and bitumen (s 65 ) 60/70 vg 30 grades to be followed by seal coat of type b as per technical specification etc completed as directed by engineer incharge clause 508. providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type b, as per technical specification clause 510 reinforced cement concrete m 15 grade ordinary kilometer stone (precast) of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. reinforced cement concrete m 15 grade 200m stone (precast) of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. reinforced cement concrete m 15 grade boundary pillar/ local stone of standard design as per irc: 25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704. reinforced cement concrete m 15 grade 5th km stone (precast) of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. providing and fixing of typical mmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 swg sheet tubes posts duly embedded in cement concrete m 15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per irc:67 made of 1.5 mm thick ms sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural roads of required shade and colour supported and welded on 47mm x 47 mm x 12 swg sheet tube firmly fixed to the ground by mean of properly designed foundations with m 15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing clause 1701.2.2 village name board 1) o.d.r 9 to m.d.r (kosarsar) road ta. warora 600 mm equilatral and triangle providing and fixing a typical mmgsy citizen information board as per specifications provided on detailed drawing of nrrda having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . information as provided in drawing of nrrda shall be displayed on a cr/ gi sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. all lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. all sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications etc completed as directed by engineer incharge clause 1302 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications etc completed as directed by engineer incharge clause 1302 providing concrete for plain cement concrete m 10 using 43 grade opc in open foundations complete as per drawings and technical specification etc completed as directed by engineer incharge clauses 802, 803, 1202 and 1203. plain cement concrete grade m 15 using 43 grade opc in substructure complete as per drawings and technical specifications etc completed as directed by engineer incharge clause 802, 804, 805, 806, 807, 1202 and 1204 sand filling in foundation trenches as per drawing and technical specification clause 305.3.9 providing and laying reinforced cement concrete m 20 by using opc 43 grade in superstructure as per drawing and technical specifications clauses 802, 1205.4 and 1205.5 supplying fitting and placing hysd bar reinforcement in superstructure complete as per drawings and technical specification clauses 1002, 1010 and 1202 construction of un reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design , over a prepared sub base, with opc 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade) coarse and fine aggregate conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight bacher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ), spreading the concrete with showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound. clauses 1501 providing and laying reinforced cement concrete m 30 with opc 43 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 supplying fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical spcifications clauses 1002,1010 and 1202 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per technical specification clause 202 removing all types of hume pipes and stacking within a lead of 1000 m including earthwork and dismantalling of masnory works as per technical specification clause 202 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1000 mm diameter clause 1106. providing and laying reinforced cement concrete pipe np2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. clause 1106. 600 mm diameter...

Municipal Corporation - Maharashtra

5802398 providing laying reinforced cement concrete pipe drainage line in panchavati p.no.6 @ indraprastha nagar society area & meghraj bekari back side shubh co op housing society area in panchavati division....

Railway Central - Maharashtra

1910636 providing and laying of precast reinforced cement concrete pipe of 1800 mm id by open cut technique below the existing railway tracks...

Railway Central - Maharashtra

1910631 providing and laying of precast reinforced cement concrete pipe of 1800 mm id by open cut technique below the existing railway tracks...