Haryana State Agricultural Marketing Board - Haryana

37161397 construction of link road from village nushera to kamarchandka ( road id 7073 ) in nuh constituency preparation of subgrade, gsb iii, wmm, tack coat, bituminous concrete, hume pipe culvert, sign boards....

Public Works Department - Haryana

35836889 widening and strengthening of kari t milling of distress, demolishing dry brick, excavation of road work, preparation of sub grade, gsb, wbm g i, wbm g ii, brick on soil, surface dressing, tack coat, 20mm pc, seal coat, 200 mtr stone, thermoplastic paint, hume pipe culvert 600 mm, constr...

Public Works Department - Haryana

35752471 widening stg with 50mm b.m plus 20mm p.c and 80mm ipb wdg / stg , relaying ccb, construction of side drain and 600mm dia hume pipe culvert...

Military Engineer Services - Haryana

35515909 provision of 04 x or toilets near building no. ht 333, 378, 379 & 380, two incinerator at haig line and rcc hume pipe with associated works in the area ofage b / r ii ( n ) under ge ( n ) ambala cantt...

Northern Railway - Haryana

32712312 desiltingepair to covered / open drains along amp under tracks amp laying of hume pipes in the section of sse / w / l / sre under aden / sre., ...

Irrigation Department - Haryana

32163957 replacing pipe culverts 1600 and 1200mm dia np3 hume pipe culverts various drains in baroda constituency replacing pipe culverts 1600 and 1200mm dia np3 hume pipe culverts various drains in baroda constituency...

Irrigation Department - Haryana

32122252 reconstruction of v.r. bridge at rd 46585 of nardak disty. reconstruction of v.r. bridge at rd 46585 of nardak disty. , works details , dismantling brick work, tile masonry or tile lining and tile terracing in cement including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge , as per approved drawing/ design supplied by the department. old hsr item no. 8.5 (b) , dismantling cement concrete 1:2:4 plain including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department. old hsr item no.8.6 (d) , dismantling of reinforced cement concrete (rcc) with cleaning & straigthening & cutting of bars if required including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department. old hsr item no.8.6 (e) , earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of mort&h specifications ordinary soil by mechanical meansincluding s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. hsr 15.1.2.1 , excavating, supplying and filling of local earth (including royalty) by mechanical transport with all lead and liftincluding ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.also including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. , extra for compaction & dressing of earth in filling as per specification including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications.. hsr item no. (4.9 4.10 4.12 4.11) , 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, with all lead and lift including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications , centering and shuttering including strutting, propping etc. and removal of form work for :foundations, footings, bases for columns including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications as per hsr no. 6.29.1 , centering and shuttering including strutting, propping etc. and removal of form work for: columns, piers, abutments, pillars, posts and strutsincluding s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications as per hsr no.6.29.3 , centering and shuttering including strutting, propping etc. and removal of form forsuspended floors, roofs, landings, balconies (for main slab)including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications hsr no.6.30.3 , providing and laying m 15 in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability all works upto plinth level including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. cement content @240 kg./cum. (note : less cement used as per design mix is recoverable. however no extra payment shall be made if excess cement is used as per design mix).as per hsr 6.22.2.2 , providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. all works up to plinth levelincluding s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. cement content considered in this item is @ 330 kg/cum. note less cement used as per design mix is recoverable.however no extra payment shall be made if excess cement is used as per design mix)hsr 6.25.1 , providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. all works above plinth level up to floor iv level including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. cement content considered in this item is @ 330 kg/cum. note less cement used as per design mix is recoverable. however no extra payment shall be made if excess cement is used as per design mix).hsr 6.25.2 , brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in: cement mortar 1:3 (1 cement: 3 coarse sand)including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications.as per hsr no. 7.21.1 , providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and mort&h pecificationsincluding s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications as per hsr no.27.51.3 , providing and fixing on wall face unplasticised rigid pvc rain water pipes (110mm dia) 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 including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications hsr no. 9.57.2 , steel reinforcement for r.c.c. work, where not included in the complete rate of rcc, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level,thermo mechanically treated bars of grade fe 500d or more. including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. hsr 6.33.6 , supplying and filling sand behind the structureincluding s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. , painting on concrete surface, providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 sqm. including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications as per hsr no.27.49 , providing lowering cutting jointing and testing rcc pipe class np 3 (taking dia 900mm) as per 18 458 2003 with spigot & ocketed joints manufactured with isi marked sulphate resistance cement as per isi 12330 with rubber rings isi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1 :3/2 cement sand mortar and with end dowels filled with 1 :3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item no . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. as per hsr21.95.8 , removing hume pipes np 2/np 3/np 4 (above 600 mm dia) including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of engineer in charge including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications.as per hsr no 5.53.2 , providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, with common burnt clay non modular bricks including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications as per hsr no.10.34 , demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (in mud mortar) including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. hsr 7.5.1 , lining with design mix concrete of grade m 15 with minimum cement content 240kg/cum, 100mm thick in curve portion and side slope manually including curing, 10mm thick cement plaster 1:5, form work, dressing and preparation of subgrade as per directions of engineer in charge including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications.(manually in slide slopes) , lining with design mix concrete of grade m 15 with minimum cement content 240kg/cum, 100mm thick in curve portion and side slope manually including curing, 10mm thick cement plaster 1:5,form work, dressing and preparation of subgrade as per directions of engineer in charge including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. (manually in bed) , earth work for lip cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical / mannual means including s/o & c/o material and labour charges complete in all respectas per direction of engineer incharge, as per approved drawing/ design supplied by the department & as per pwd specifications. as per hsr item no. 14.24.2 , credit of material i) brick recovered after dismantling , credit of material ii) old steel , credit of material iii) np 3 pipe...

Panchayat Raj Department - Haryana

31769269 tender for supply of stone metal, bajri 20mm & 12mm, fine sand, coarse sand, jamna sand, stone dunt, 151 lnterlockng paver block m 35 grade in size 40mm thick, 60mm thick & m 40 grade in size 80mm thick and pre casted rubberized coaled colour added tiles of 40mm and 60mm thick, 300mm x 300mm chaqured (dfferent pattern) coloured floor tiles, pressed steel chowkhat, paneled shutters shisham) hardwood, marandi, flush doors, pvc shutters (flush & pannel), flooriwall tiles (glazed, ceramic, vitnfied), floor tiles double charge different sizes, kota stone in different sizes, rcc hume pipe in different, la, rmc (m 20, m 30) isi tor steel (fe 500) ms girders/joist, fabrcated gates! grill/jall doors/rolling shutters, bathroom fittings and sanitary items, false ceiling of different type, paint asian! nerolac/ berger etc and white wash, p. o. f fly ash....

Department Of Irrigation - Haryana

30716268 replacement of d.r. bridge at rd. 49000 of ujina drain. sl. no. item description 1 demolishing rcc work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of engineer in charge ( hsr item no. 5.25 ) 2 demolishing cement concrete manually / by mechanical means including disposal of material within 50m lead as per direction of engineer in charge nominal concrete 1:2:4 or leaner mix ( hsr item no. 5.23.2 ) 3 demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as perdirection of engineer in charge in cement mortar ( hsr item no. 5.2.2 ) 4 demolishing brick work manually / bymechanicalmeans including stacking ofserviceablematerial and disposal ofunserviceable material within 50 metres lead as per direction of engineer in charge.in cement mortar ( hsr no.5.7.4 ) 5 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 1.5m, as directed by engineer in charge all kind of soil ( hsr item no. 4.12.1 ) 6 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 1.5m, as directed by engineer in charge all kind of soil ( hsr item no. 4.12.1 ) 7 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 all kind of soil ( hsr item no. 4.14.1 ) 8 ( rehandling ) 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 up to 1.5 m. ( hsr item no. 4.32 ) 9 providing lowering cutting jointing and testing rcc pipe class np3 as per is 458 2003 with spigot & socketed joints manufactured with isi marked sulphate resistance cement as per isi 12330 with rubber rings isi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels includingdressing and trimming andcutting of concrete beds and side of trenches, ifrequiredjointing with rubber rings in trenches and jointing with 1:3 / 2 cement sand mortar and with end dowels filled with 1:3 / 2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item no. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 1200mm ( hsr item no. 21.95.10 ) 10 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and upto floor iv level: 1:4:8 ( 1 cement : 4 coarse sand ( zone iii ) : 8 graded cum stone aggregate 40 mm nominal size ( hsr item no. 6.1.6 ) 11 laying brick bats including supply complete in all respect 12 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work below plinth level and upto floor iv level: 1:3:6 ( 1 cement : 3 coarse sand ( zone iii ) : 6 graded cum stone aggregate 20 mm nominal size ( hsr item no. 6.1.4 ) 13 brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 ( 1 cement : 6 coarse sand ) ( hsr item no. 7.21.2 ) 14 brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:4 ( 1 cement : 4 coarse sand ) ( hsr item no. 7.21.1 ) 15 providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of r.m.c from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per is : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer in charge. all works upto plinth level : m 15 grade plain cement concrete cum ( cement content considered @ 240 kg / cum ) ( hsr item no. 6.22.2.2 ) 16 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer in charge. ( note : cement content considered in this item is @330 kg / cum. less cement used as per design mix is recoverable. however no extra payment shall be made if excess cement is used as per design mix ) all works upto plinth level ( hsr item no. 6.25.1 ) 17 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer in charge. ( note : cement content considered in this item is @330 kg / cum. less cement used as per design mix is recoverable. however no extra payment shall be made if excess cement is used as per design mix ) all works above plinth level up to floor iv level ( hsr item no. 6.25.2 ) 18 centering and shuttering including strutting, propping etc. and removal of form work for : foundations, footings, bases for columns ( hsr item no. 6.29.1 ) 19 centering and shuttering including strutting, propping etc. and removal of form work for : lintels, beams, plinth beams, girders, bressumers and cantilevers ( hsr item no. 6.30.5 ) 20 centering and shuttering including strutting, propping etc. and removal of form work for : columns, pillars, piers, abutments, posts, strutss ( hsr item no. 6.29.3 ) 21 providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exeeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and mort&h specifications. ( hsr item no. 27.51.3 ) 22 stone or kankar block pitchingby mechanical / mannual means horizontal ( hsr item 16.42.1 ) 23 supply and carriage of stone from approved quarry to site of work including all leads and lifts and other equipment complete. 24 sand filling in wells complete as per drawing and technical specifications mort&h clause 1207 ( hsr item no. 15.26.1 ) 25 painting two coats on new concrete surfacespainting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces ( hsr item no. 34.49 ) 26 filling cement bags with sand, sewing and laying in position within 30 metres in water including cost of strings by mechanical / mannual means ( hsr item no. 16.27 ) 27 sign board ( n.s. ) 28 steel reinforcement for r.c.c work where not include in the complete rate of r.c.c, including straightening, cutting, bending, placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect ( note: reinforcement shall be measured in length including hooks, if any, seperately for different diameters as actually used in work, excluding overlaps. wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of bindings & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement ) . thermo mechanically treated bars of grade fe 500d ( hsr item no. 6.33.6+6.34.6 ) 29 providing weep holes in brick masonary / plain / reinforced concrete abutment, wing wall / return wall with 100 mm dia ac pip, extending through the full width of the structure with slope of 1v:20h towards drawing force. complete as per drawing and mort&h specifications ( hsr item no.27.15 ) 30 credit for rcc hume pipes 31 credit for old slab 32 credit of old brick work. ( cada pattern ) 33 credit of old stones...

Urban Local Bodies - Haryana

29104132 providing and laying sewer line hume pipe 450 mm np3 sector 9 to firoz gandhi colony ward no. 14 mcg providing and laying sewer line hume pipe 450 mm np3 sector 9 to firoz gandhi colony ward no. 14 mcg...

Public Works Department - Haryana

28697990 dnit for construction of 2 dia hume pipe culvert on various places in karnal district dnit for construction of 2 dia hume pipe culvert on various places in karnal district...

Public Works Department - Haryana

28493356 construction of muhin to suhin road km 0.0 to 4.570 sub head c.o 450mm dia hume pipe culvert at rd 0.25 missing cd and upper pragpur to karol via dadari road km 0.0 t0 2.0 sub head c.o 900mm dia hume pipe culvert at rd 0.521 co muhin to suhin road km 0.0 to 4.570 sub head c.o 450mm dia hume pipe culvert at rd 0.25 missing cd and upper pragpur to karol via dadari road km 0.0 t0 2.0 sub head c.o 900mm dia hume pipe culvert at rd 0.521...

Irrigation Department - Haryana

28091170 laying single row of 5 ft . dia rcc hume pipe np2 from rd 126000 to 130000 and trough section from rd102000 to 107000 in lml drain village dhanana...

Northern Railway - Haryana

27767458 construction of rcc box culvert ( 4.50 x 3.50 mtr ) for crossing of 1 x 2400 mm dia r c c hume pipe for storm water drain pipe for gmada mohali at km 15.943 on cdg mrnd section ( by box pushing method ) in the section of sse / w / cdg under aden / cdg.construction of rcc box culvert ( 4.50 x 3.50 mtr ) for crossing of 1 x 2400 mm dia r c c hume pipe for storm water drain pipe for gmada mohali at km 15.943 on cdg mrnd section ( by box pushing method ) in the section of sse / w / cdg under aden / cdg., ...

Urban Local Bodies - Haryana

26964865 providing and laying of sewer line hume pipe line in meet market to firoz gandhi colony no . 2 , ward no . 14 , zone i , under mcg...

Public Works Department - Haryana

25752372 replacement of hume pipe of 5 ft . span slab type culverts at rd 35 . 60 on dhand pundri rajound alewa road in kaithal district ( id 6887 ) ( re invited ) ...

Public Works Department - Haryana

25234945 replacement of hume pipe of 5 ft . span slab type culverts at rd 35 . 60 on dhand pundri rajound alewa road in kaithal district ( id 6887 ) ...

Public Works Department - Haryana

25082272 construction of 2 no . hume pipe culverts on gharaunda to barsat road km . 2 . 70 in village dingar majra and 8 . 70 in village barsat ( road id 7520 ) in karnal distt . ...

Urban Local Bodies - Haryana

24760572 providing and laying sewer line hume pipe 450 mm np3 sector 9 to firoz gandhi colony ward no . 14 mcg . d 0004...

Northern Railway - Haryana

24748079 crossing of 1 x 2400 mm dia r c c hume pipe through rcc box culvert (4.50 x 3.50 mtr) for storm water drain pipe for gmada mohali at km 15.943 on cdg mrnd section (by box pushing technique) in the section of sse/w/cdg under aden/cdg....

Urban Local Bodies - Haryana

23899957 providing and laying of sewer line hume pipe 450 mm , 600 mm np3 s . w . pipe 300 mm i/d devi lal colony , sury vihar , sector 09 a zone i mcg . ...

Indian Army - Haryana

23870912 supply of material for construction of operational track ( job no 5765 cow ) : 1.01 cement in polythene bags 50 kgs each grade 43 opc , is 8112 1989 make grasim / ultra tech / ambuja / jay pee / j k / acc 1.02 sand coarse confirming to is 383 970, 2nd revision, from natural sources 1.03 crushed stone aggregate 20 mm graded confirming to is 383 970, 2nd revision, from natural sources 1.04 tmt bar 16 mm dia confirming is 1786 ( 2008 ) and make: sail / tata / rinl / srmb / jay balaji / shyamsteel / ispat / lloyd / jindal 1.05 pvc pipe 75mm dia conforming to is 13592:1992 ( make sinolite, ambika polytubes, apollo, reliance ) 1.06 hume pipe class np3 complete with collars for joining two or more pipes 300mm dia, 2m length conforming to is 458:2003 ( make the indian hume pipe co / brhc pipe industries / spun pipe co ) . 1.07 wire mesh crates of size 5.75m x 1.2m x 1.2m with high tensile galvanised steel wire 4mm dia with grid size 100mm x 100mm 1.08 polyethylene sheets conforming to is 9698:1995 ( make polycan extrusion pvt. ltd, acrylic sheet india, mana industries ) 1.09 sand bags hdpe brown colour ( make bulk sack intl pvt. ltd, eagle plastic industries, ispa exim pvt. ltd ) 1.10 binding wire 20 gauge 0.9mm annealed...

Public Works Department - Haryana

23757785 construction of brick masonry side drain 90 persent covered and 2 feet dia hume pipe on kachwa app road road id 7298 kachhwa to zarifabad road road id 7297 in karnal district...

Municipal Corporation - Haryana

23513429 providing and laying 600mm and 400mm dia rcc hume pipe np 3 in saini colony , ward no . 11 , municipal corporation karnal . ...

Municipal Corporation - Haryana

23379192 providing and laying 600mm and 400mm dia rcc hume pipe np 3 in saini colony , ward no . 11 , municipal corporation karnal ....

Public Works Department - Haryana

23376012 construction of 600mm dia hume pipe and chambers from jhojhu kadma satnali road to dugrana pond at village jhojju in provl . divn . charkhi dadri...

Public Works Department - Haryana

22812332 construction of internal bye pass on irrigation minor from chattargah patti to near tara baba kutia upto rania road km . 0 . 00 to 3 . 56 covering of bhamboor minor with rcc hume pipe in sirsa distt . ( cm announcement no . 10466 dated 20 . 07 . 2018 phase ii...

Hindustan Petroleum Corporation Limited - Haryana

19857768 tender for fire fighting piping works at hisar new pol depot excavation in all types of soils including soft soil , soft rock and weathered rock upto a depth of 2.5 m including observing all necessary precautions to protect the pipeline and its coating, providing shoring and shuttering etc so as to prevent collapse of side slopes; provision of all necessary tools, tackles, consumables; de watering; provision of necessary supervising personnel etc all complete in addition to any other necessary items as required to complete the assigned jobs as per instructions of site engineer. the excavated soil is to be stacked in heaps close to the spot of excavation, supplying and laying plain cement concrete of mix (1:3:6) with stone aggregate of 20 mm down size (including shuttering if required) in pavement, driveway, drain, culverts, hume pipe encasing, water harvesting system, recharge pit, foundation, floor, pipeline, pit, plinth protection, plinth beam base, brick masonry bonding, trenches, coping of wall, etc, at all depths and height complete all as per drawing and specification and instruction of the engineer in charge. the job to be executed as per attached technical specifications, job procedures etc, supplying and laying plain cement concrete of mix (1:2:4) with stone aggregate of 20 mm down size (including shuttering if required) in foundations, floors, pipelines, pits, trenches, drains etc., at all depths and height complete all as per drawings and specifications and instruction of the engineer in charge. the job to be executed as per attached technical specifications, job procedures etc. complete and as directed by engineer in charge. the job to be executed as per attached technical specifications, job procedures etc, supply and laying of reinforced cement concrete m25 400 kg cement: providing and laying in position machine batched and machine mixed design mix/ready mixed of m 25 grade for reinforced cement concrete work for all works, etc....

Hindustan Petroleum Corporation Limited - Haryana

19329322 tender for internal piping works at hissar 1 excavation of earth,upto 2.5m 2 sply and layg of pcc 1:3:6 3 sply and layg of pcc 1:2:4 4 sply and layg of rcc m25 5 sply &instl reinf steel fe500d 6 sply & layg of rubble soling 7 sply fab erect of strl steel 8 sply fab erect of strl steel_h 9 sply and fab of gi grating 10 sply construction of of brick masonry 11 sply & layg of plaster 15mm 12 sply,layg of hume pipe 300 mm 13 sply,layg of hume pipe 600 mm 14 sply,layg of hume pipe 750 mm 15 sply,layg of hume pipe 1000 mm 16 disman of bm,pcc,road 17 laying of a/g pipeline 3 inch 18 laying of a/g pipeline 3 inch 19 laying of a/g pipeline 4 inch 20 laying of a/g pipeline 6 inch 21 laying of a/g pipeline 8 inch 22 laying of a/g pipeline 10 inc 23 laying of a/g pipeline 12 inc 24 laying of a/g pipeline 14 inc 25 laying of a/g pipeline 14 inc 26 laying of a/g pipeline 18 inc 27 laying of a/g pipeline 20 inc 28 laying of a/g pipeline 20 inc 29 laying of a/g pipeline 24 inc 30 laying of u/g pipeline 3 inch 31 laying of u/g pipeline 4 inch etc...

Public Works Department - Haryana

18540392 repair renovation damages on kufri chail kandaghat road km25 / 0 to 57 / 0 sh construction of 900mm dia and 600mm dia hume pipe culvert alongwith wings walls at rd44 / 425 44 / 455 construction of u and v shape drain pcc open surface km44 / 300 to 44 / 425 44 / 450 to 44 / 555 and 44 / 570 to 44 / 690, ...

Public Works Department - Haryana

18266999 tender for providing and laying of 1000 mm dia hume pipe culvert on kutail to kalpana chawla university road at rd 1.200 in karnal district....

Public Works Department - Haryana

18145799 providing and laying of 1000mm dia hume pipe culvert on kutail to kalpana chawla university road at rd 1.200 in karnal distt....

Panchayat Raj Department - Haryana

17672286 supply of building material interlocking paver block , stone metal , sand , bajari , door , window door frame , rcc hume pipe , sanitary items , etc...